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Bid Set Vol 1
CAG-I3-OIL PROJECT MANUAL OF CONSTRUCTION DOCUMENTS MEADOW CREST PLAYGROUND Renton School District No. 403 7812 South 124th Street Seattle, Washington 98178 Ph: (425) 204-4403 Fx: (425) 204-4476 Vera Risdon Secretary of the Board of Directors BID SET ti VOLUME 1 m Apri12, 2013 ior SET NO. • MEADOW CREST PLAYGROUND SECTION 000901 PROJECT NO. 11.12.116 ADDENDUM NO. l MEADOW CREST PLAYGROUND ADDENDUM NO. 1 April 18, 2013 BID DATE CHANGE TO: APRIL 25, 2013 PART 1 - GENERAL 1.1 INTRODUCTION 1.1.1 Basics: This Addendum modifies or interprets (by addition, deletion, clarification, or correction) and takes precedence over previously issued Bidding Documents. Bidders are requested to attach this Addendum to their copy of the Project Manual and acknowledge receipt of this Addendum in the designated place on the Form of Proposal. The following Addendum items are further instructions to the Bidders/Contractor. PART 2 - SPECIFICS 2.1 ARCHITECTURAL SPECIFICATIONS AND DRAWINGS (Pages 1-4) 2.1.1 Attachments to 2.1 (2 Pages) 2.2 LANDSCAPE SPECIFICATIONS AND DRAWINGS (Page 5) 2.2.1 Attachments to 2.2 (2 Pages) 2.3 CIVIL SPECIFICATIONS AND DRAWINGS (Page 6) 2.3.1 Attachments to 2.3 (1 Page) 2.4 STRUCTURAL SPECIFICATIONS AND DRAWINGS NO ITEMS 2.5 MECHANICAL SPECIFICATIONS AND DRAWINGS NO ITEMS 2.6 ELECTRICAL SPECIFICATIONS AND DRAWINGS NO ITEMS END OF ADDENDUM NO. 1 BLRB ARCHITECTS 04/18/13 TACOMA,WASHINGTON. PAGE:000901 - 1 MEADOW CREST PLAYGROUND SECTION 000901 PROJECT NO. 11.12.116 ADDENDUM NO. I 2.1 ARCHITECTURAL SPECIFICATIONS AND DRAWINGS CONSTRUCTION DOCUMENTS- FRONT END Section 000001—INVITATION TO BID 1. DELETE [Bid Date April 23, 2013] and REPLACE with new [Bid Date April 25, 2013]. Time indicated for receipt of bids remains unchanged. Section 011000—Summary of Work 1. 1.07.A: ADD new subparagraph as follows: [1. Work includes,but is not necessarily limited to: a. Planting as indicated on Plant Schedule. b. Access Gateways indicated on Drawing Sheet L2.8. c. Painted Steel Playground Sign 2. 1.10.A: ADD new subparagraph as follows: [1. Underground Coordination: Contractor shall review all Work and coordinate locations and depth for all elements of the Work. Included,but not necessarily limited to the following: a. Underground utilities such as domestic water, irrigation system, sanitary sewer, storm sewer, electrical power and lighting, low voltage lines and maintenance structures relative to these. b. Below grade improvements such as foundations for play equipment,walls,pads and bases. c. Prior to layout and installation, submit proposed routing of utilities indicating conflicts and vertical clearances. d. Prepare and submit coordination drawing accurately depicting proposed improvements to scale based on approved submittals and selected equipment. 3. 1.10.B.1.a: DELETE this subparagraph and REPLACE with new subparagraph as follows: [a. Start Upon Notice to Proceed(NTP): i. Restricted On-site Activities: Prior to June 1,2013,perform preparatory work only on site such as investigation/verification of existing improvements and grades, limited mobilization, preliminary project planning and coordination with adjacent project contractor. ii. Unlimited On-Site Activities: Commencing on June 1,2013.] 4. 3.03: ADD new subparagraph as follows: [E. All work impacting existing painted surfaces require the contractor to follow all Federal Occupational Safety and Health Administration (OSHA) Lead in Construction Standard (29 CFR 1926.62)and Washington Labor and Industries Standard(WAC 296-155-176). BLRB ARCHITECTS 04/18/13 TACOMA,WASHINGTON PAGE:000901-2 40, MEADOW CREST PLAYGROUND SECTION 000901 PROJECT NO. 11.12.116 ADDENDUM NO. 1 All painted construction debris, paint-chip waste and/or wash water generated as a result of impacts to painted surfaces are required to follow the Environmental Protection Agency (EPA) and Resource Conservation and Recovery Act (RCRA) and the State of Washington Department of Ecology (WDOE) regulations required the collection and testing of the waste stream. A hazardous waste characterization using the toxicity characteristics leaching procedure (TCLP) test method will determine proper handling and disposal criteria for these materials. Recordkeeping of the test method and results is required to be kept and forwarded to the Owner.] 5. PART 3: ADD new paragraph as follows: [3.09 CONTRACTOR'S USE OF ARCHITECT'S CAD FILES A General: At Contractor's written request, copies of Architect's CAD files will be provided to Contractor for Contractor's use in connection with Project, subject to the following conditions: 1. Media Release: Architect can only release Auto-Cad information for use of Shop Drawing submittal, with signed media release available through the Architect's office. Media release shall be signed by General Contractor and subcontractor requesting electronic media. a. Execution of Agreement: After agreement is signed the Architect/Engineer will prepare drawings requested for transmittal over e-mail or by FTP site and password. b. General Contractor will be responsible for the transfer, accuracy, completeness, suitability and management of electronic media for submittal procedures as outline by this specification. SPECIFICATIONS Section 099600—High Performance Coatings 1. 3.5: ADD new paragraph as follows: [3.5.6: Automotive Paint 3.5.6.1: Primer: U-Tech E350(2-part Epoxy Primer) 3.5.6.2: Paint/Top Coat: Commercial Performance Coatings AUE360(3-Part Epoxy Paint) 3.5.6.3: Clear Coat#1: Lesonal ProAir Clear(2-Part Epoxy) 3.5.6.4: Clear Coat#2: Lesonal ProAir Clear(2-Part Epoxy)] DRAWINGS SHEET A2.0 1. ADD the following Roof Notes to the right hand side of the drawing sheet: BLRB ARCHITECTS 04/18/13 TACOMA,WASHINGTON PAGE: 000901-3 Airimmiemier MEADOW CREST PLAYGROUND SECTION 000901 PROJECT NO. 11.12.116 ADDENDUM NO. 1 [ROOF NOTES: 1. PROVIDE CONTINUOUS PLYWOOD NAILER AT ROOF EDGE, EXTERIOR, STRUCTURAL 1,A/C GRADE,PRESSURE-TREATED(PER AWPA C9). 2. PROVIDE VENT FLASHING (SARNASTACK) AT EACH PLUMBING WASTE VENT THROUGH ROOF INSTALLED PER SARNAFIL TYPICAL SYSTEM DETAIL "VENT STACK FLASHING" FILE NO. 7-1". 3. PROVIDE WOOD ROOF CURB AT MECHANICAL DUCT ROOF PENETRATION PER SARNAFIL TYPICAL SYSTEM DETAIL "REMOVABLE CURB FLASHING" FILE NO. 5-1. CONSTRUCT CURB FROM DIMENSIONAL LUMBER, SELECT STRUCTURAL NO. 1, PRESSURE- TREATED (PER AWPA C2), 2 X 10 OR LARGER AS REQUIRED TO SUPPORT VENT CAP. SIZE CURB TO ACCOMMODATE DUCT PENETRATION, SEE MECH. DRAWING M2.01.] SHEET A2.1 1. Detail B5: REVISE Detail ROOF EDGE indicating a plywood nail strip at the roof edge as shown on attached Addendum Drawing No. A2.1/AD1.1. SHEET A3.0 1. ADD the following Roof Notes to the right hand side of the drawing sheet: [ROOF NOTES 1. PROVIDE CONTINUOUS PLYWOOD NAILER AT ROOF EDGE, EXTERIOR, STRUCTURAL 1,A/C GRADE,PRESSURE-TREATED(PER AWPA C9).] 2. Detail H2: REVISE Detail GUTTER indicating a plywood nail strip at the roof edge as shown on attached Addendum Drawing No. A3.0/AD1.1. END OF ARCHITECTURAL BLRB ARCHITECTS 04/18/13 TACOMA,WASHINGTON PAGE:000901-4 r 4" X V2" CCNT. PRESSURE-TREATED 016200SMF PLYWOOD NAILER :::: 22 re,airtF r\ 1 I\ < 053100.RD (DIRECTION VARIES, AT 90 DEG. IN > SIMILAR CCNDITICN) 055000.PL 18 GAUGE BENT CLOSURE1 I\ Tl ` 4. 41�1 4' 2" I jt, 051200 T 4.2 31, B5 ROOF EDGE FIELD VERIFY DIMENSIONS SCALE: 3"=1'—O" - FABRICATE PER FIELD 0 1 3 6 INCHES REQUIREMENTS. ADDENDUM NO. 1 ProJee.� Date:4�18�13 Rearm= No. B LR B e c h 1 t o c MEADOW CREST PLAYGROUND A2.1 Drown IV Ne - Renton School District No.403 LG j Drawins 11eie No. Draokv No. 0 ROOF EDGE DETAIL 11.12.116 AA22.1//AD1 1 II 015419.CB 015419.PRS 4" X in" CONT. PRESSUM-TREATED PLYWOOD NAILER 015419.PF 016200a a ___„____.= MI ;, al \, \ .-- S 7 / 053100.RD 1 9 tt 051200.T ` 055000.PL (6" X 2" X WS" CONT. 1 BENT PLATE) 016200t8 4" ® GUTTER SCALE= 3" = 1'-0" 0 1 3 6 INCHES ADDENDUM NO. 1 �+°a°"' o°w 4/18/13 lart.rarc.sheet No. 0 B LR B ._ i l ; ` MEADOW CREST PLAYGROUND A3. Bp Renton School District No.403 Drawn LG Drawing Titian Conn.No. Mdardull Drawing No. GUTTER DETAIL 11.12.116 A3.0/AD1.1 ogir MEADOW CREST PLAYGROUND SECTION 000901 PROJECT NO. 11.12.116 ADDENDUM NO. 1 2.2 LANDSCAPE SPECIFICATIONS AND DRAWINGS SPECIFICATIONS No Items DRAWINGS SHEET L5.6 1. At Detail 2 ADD note [4" concrete pad size shall match the "footprint" dimensions of the bench located above.] SHEET L5.7& L5.8 1. ADD detail provided for construction of the Climbing Wall and Caterpillar Climber as shown on attached Addendum Drawing No. L5.7/L5.8/AD1.1. 2. ADD information for concrete footing for the Caterpillar Climber as shown on attached Addendum Drawing No. L5.8/AD 1.2. END OF LANDSCAPE BLRB ARCHITECTS 04/18/13 DESIGN CONCEPTS PAGE:000901 -5 Support Structure: Engineered support structure,according to IBC,ASTM and CWA structural standards.Typical support structures Include; CMU,poured in place concrete,steel frame,structural metal studs. GFRC Acrylic Concrete Shell: Two layer cement shell completely encapsulatlng the structural foam. The first layer is a proprietary acrylic bolstered GFRC designed for increased flexural,adhesive and tensile properties, The second layer is a high strength Portland cement based finish plaster. The toga thickness of both layers varies from 5/6"to 2'dependent upon the need for more material in specific locations to achieve realistic texture and contour, The shell is waterproof end has a strength of 3000 pal. Color is achieved through playground side, ,__ _._ silic onized acylic hand-applied concrete stain in conjunction .. . . we'integral concrete pigments. Structural Foam AmuWre: Structural foam blocks curt into specific geometries r to form the underlying structure of the approved design. The foam used conforms to industry tlb board standards. Class A rated Are retardant is molded integrally into the foam Mechanical Fasteners: Mechanical fasteners®4'.O OC each way throughout structure. These consist of 1/4"Mid(3"x3"x12"angle at ifio ._ foam armature surface,connected with 3!S the rod to Simpson ET epoxy anchor with 6"embed(or equivalent). Typ.ledger-4x6x5/8 angle with 5/8"x 6"expansion anchor O 4'-0"cc. Embed 6"min.with Simpson ET epoxy(or equivalent). IDS Sculptures are constructed with structural foam coated with a specialty formulated polymer concrete shell that provides a durable realistic surface for both indoor and outdoor applications. IDS structural foam contains a minimum of ten percent recycled materials,is flame and water resistant,and conforms to ASTM Tests 01621,C203,C1623,and C732 for strength properties,C355 and C272 for moisture resistance,and will not support bacteria or fungus. The polymer concrete shell conforms to ASTM C109 and C887. All IDS Sculpture designs undergo a rigorous 3rd party engineering review.Each design receives a seal from a licensed structural engineer;our engineers hold a license in each state,each review is job and state ADD#1 nnl• Pat. ewe+.koa Swot No. " 1 t 1-S MEADOW CREST PLAYGROUND 4 18 13 Draw ley. RB L5.7/L5.8 WA. . Renton School District No.403 DrapingMr Coma No. OR: LIMBING WALL&CATERPILLAR CLIMBER 1.12.116 L5.7—L5 S/ADI.I t 23'54" 4'-113" c1N c) to 32" • . 9„ 9„ 1 I 20' N 7' Concrete Footing-20'x7'x9"WI#5 rebar 12"oc each way centered in pad 3"clr from edges,3000psi 35'-54" 20' d d O '" d a d 4 a 47 MI- 7' o Zo a d d. O d d 4 /1 d Concrete Footing-20'x7'x9"W/#5 rebar 12"oc each way centered in pad 3"clr from edges,3000psi NOTES: 1. The concrete foundation for the Caterpillar Climber shall be Installed by the Contractor. Coordinate Installation of the Caterpillar Climber with the Manufacturer/Installer. 2. Coordinate concrete foundation location with all play equipment and fall zones. ADD#1 Dntet Reference Sheet No. LR B a ProJecb MEADOW CREST PLAYGROUND �,�/18/13 L5.8 wa. Renton School District No.403 RB ' 'I Drawing Thu, Cote;No. Addendum Draeh%No. OR I CATERPILLAR CLIMBER 11.12.116 L5.8/AD1.2 MEADOW CREST PLAYGROUND SECTION 000901 PROJECT NO. 11.12.116 ADDENDUM NO. 1 2.3 CIVIL SPECIFICATIONS AND DRAWINGS SPECIFICATIONS No Items DRAWINGS SHEET C2.0 1. REVISE Waterline alignment as shown attached Addendum Drawing No. C2.0/AD1.1. 2. MODIFY General Note 9 to read [Prior to layout and placement of sanitary sewer,water lines, storm system components, coordinate routing and depths with Subgrade improvements(e.g. foundations for approved play equipment, fencing, walls, etc.). Comply with coordination requirements of Division 1. END OF CIVIL BLRB ARCHITECTS 04/18/13 AHBL,INC. PAGE:000901 -6 / 1 -0" ,' ' woos. ) / )4, i , ' ., :' , " 1004136.41p / 1> Ali/ in pf1 It - %PAW_ , _', !-- :' , . 6QC AIL/r / °:/ 411!/ 1 T. Gvas- I 0 /----,../// co SS 4 % 0 4_ \ 3O 4L. / 1/,/ 444 Of -14 / .4r/ .... --- , 41% _1->--- ,„,. • .i. ,.9'),6, k . littfr 1 , .., we"v'm A4 rj:441tt N t41,A4.1'. '/` '-'37-8,,.. ..(v)) 'E V /AIIIV 7/0.11> . ir%lw- 60/1"-',.....4,14 put‘ • ''', , '-; - - ," ,is, ,, , ,•yi ,..N. . / 41111 il pip , 1( , i' // E' STORM �— , //:,,:i , 6� l'' P'�TECT /c: e77— a / ; , , - }-- }-- ssco 4.:" IE 378 38 / : /1 I , ,..*------ --'"".\ k CO // ' :... 377.02 / 11-- 4411 I\ ‘W ' I I- 11i .8L ) — --- - alw LF 1 / P ) � 2.0% © 2.0% ' . _ 10LF 8"0 �� ; 6LF 8"0 1.83% 1 @ 0.50% + �,i 0 8"0 CO, IE=37: 8tri/ 331 8„ • ;\�� 70g cow . ROOF �• 6''PVC X �/ • CLEANOU .0% 4) ._—• \ \ l,� N IE=377.26 i, // 9LF opi --...... / ,,,‘ Ns.,,,,, __,,.:,_ i oliw„,,, ,, , iiiiimippliklip jail t @ 2 Ak r ,% /if �18LF ro vow n0#0' BM . Ili 1 EXI / IN 1 WATER METER © © 731' ,„,, RO, BYS IRS STUB INSTALLED 20LF 8"0 336 ELE @ 0.85% / 1RM ` 24LF 6"0 @2% ROOF DRAIN SS Ps IE=3; / PROTE ,,, , 1 1 C CLEANOUT Immo ism ® maw1r ( , R IE=377.10 23LF 6"4 ADD#1 ProJelot: Date:4/1 8/13 Rerereru Sheet Na. MEADOW CREST PLAYGROUND Drawn E.d- __ C Z- Renton School()end No.403 Drawing Title: 1Ar . ^� cr n t^ 1 co .hn Na. Addendum Drawing Na. A 11Z SGI2V 1CS - UTM1' PLO/ 11.12.116 C2.0//iDI4/ . AJLS - City Clerk City Clerk Number Checklist Select One: n Contract n Permit n Lease n Agreement Contract Type Staff Name: (assigned by City Clerk) Leslie Betlach Extension: 6619 Department/Division: EDEN Community Services, Parks Planning and Natural Resources Approval Queue: 10/010p Addendum Number: N/A to City Clerk Number: CAG-13-072 (if applicable). Contract Class: n Receivable n Payable n Grant n Misc. (no$) Expiration Date: 2028 Contractor Name: Renton School District Short Description: Meadow Crest Playground Interlocal Agreement(Addendum#1 to Exhibit D of ILA) Full or Additional Addendum#1 to Exhibit D of Interlocal Agreement between the City of Renton and the Renton School Description: District for the accessible playground CITY OF RENTON ❑ Legal Review(attach memorandum from City Attorney) n Risk Management review for insurance (attach memorandum from Risk Management) MAY 4 2013 n Insurance certificate and/or policy (attach original) RECEIVED CITY CLERKS OFFICE El Response to legal or Risk Management concerns (explain, in writing, how concerns have been met) n Performance bond and verification memo from staff(for Public Works contracts only) n Federal excluded parties list verification (Website: www.epls.gov; attach printout of search results) n City business license number: N/A Check EDEN or ask Finance Department. n Accounts payable W-9 vendor form (obtain if not already on file with Finance Dept.) Submitted contracts are signed by contractor: n Yes n No If not, provide explanation below. Fiscal Impact: n Expenditure or n Revenue Amount Budgeted: Amount: $ (line item;see below*): $ Prior Council approval via agenda bill process required if: (see policies 250-02 and 800-12) n Contract or addendum is$20,000 or over(non-Public Works) or$30,000 or over(Public Works). n *Contract expenditure amount exceeds budgeted amount; fund transfer needed. n Addendum is for the second and additional time extensions. n Interlocal Agreement(most Interlocal Agreements require Resolutions) Date of Council Approval: Resolution Number: Contractor determined via: n Phone Bid/Written Quote n CFB Ad (if applicable) (if applicable) n Consultant Roster RFP/SOQ Ad n Application n Sole Source April 8, 2013 4178 Key words for City Clerk's electronic card file: Renton School District, Accessible Playground, Meadow Crest Playground, Interlocal Agreement Print Form Revised 07/23/2008 MEADOW CREST PLAYGROUND SECTION 000902 PROJECT NO. 11.12.116 ADDENDUM NO. 2 MEADOW CREST PLAYGROUND ADDENDUM NO. 2 April 24, 2013 BID DATE CHANGE TO: APRIL 25, 2013 PART 1 - GENERAL 1.1 INTRODUCTION 1.1.1 Basics: This Addendum modifies or interprets (by addition, deletion, clarification, or correction) and takes precedence over previously issued Bidding Documents. Bidders are requested to attach this Addendum to their copy of the Project Manual and acknowledge receipt of this Addendum in the designated place on the Form of Proposal. The following Addendum items are further instructions to the Bidders/Contractor. PART 2 - SPECIFICS 2.0 PRE-BID CONFERENCE 1. Attendees NAME COMPANY EMAIL PHONE Chris McGarvey NW Playground chris@nwplayground.com (425)681-5848 Kyle Greaves Bayley Construction kyleg@bayley.net (206)621-8884 Tom Frank Westmark Contruction tfrank@westmarkconst.com Leslie Betlach City of Renton lbetlach@rentonwa.gov (425)430-6619 Nina Manuel Greene Gasaway Nina@greengasaway.com (253)941-4937 Les Gerstmann BLRB Architects lgerstman@blrb.com (253)627-5599 2. Pre-Bid Conference Questions/Response in Bold Face: A. At construction staging area will all existing irrigation need to be replaced? Please see Drawing Sheet I1.0 which contains the note"Repair all irrigation in staging area to original condition" B. What is the status of permit? City permit application is pending. C. Is Apprenticeship percentage a goal or a requirement? The estimated base bid amount is greater than $1,000,000.00. There fore compliance with the apprenticeship percentage indicated on the Bid Form is required. D. What will happen to the existing play equipment(at City or Renton)? Will it become contractor's property or will it be salvaged? This is the Contractor's property to be removed and disposed of lawfully. BLRB ARCHITECTS 04/24/13 TACOMA,WASHINGTON PAGE:000902- 1 a , MEADOW CREST PLAYGROUND SECTION 000902 PROJECT NO. 11.12.116 ADDENDUM NO.2 2.1 ARCHITECTURAL SPECIFICATIONS AND DRAWINGS Section 011000—Summary of Work 1. 3.09,A, 1: ADD the words [and layout and survey use] following the term [shop drawings]. 2.2 LANDSCAPE SPECIFICATIONS AND DRAWINGS SHEET L5.7 1. ADD note 3 as follows: [3. Provide finish appearance of climbing wall in multiple colors as directed by Architect]. SHEET L5.8 2. REVISE note 2 by substituting[in up to 9 colors maximum]to read [TBD]. 3. Colors for caterpillar/climbing wall: We prefer to us the term [vibrant] and as determined to provide more flexibility in final color selection. BLRB ARCHITECTS 04/24/13 TACOMA,WASHINGTON PAGE:000902-2 AJLS - City Clerk City Clerk Number (ife Checklist Select One: n Contract n Permit n Lease El Agreement Contract Type (assigned by City Clerk) Staff Name: Leslie Betlach Extension: 6619 Department/Division: EDEN Community Services, Parks Planning and Natural Resources Approval Queue: 10/010p Addendum Number: N/A to City Clerk Number: CAG-13-072 (if applicable). Contract Class: n Receivable n Payable n Grant n Misc. (no$) Expiration Date: 2028 Contractor Name: Renton School District Short Description: Meadow Crest Playground Interlocal Agreement(Addendum#2 to Exhibit D of ILA) C:ryop RENT Full or Additional Addendum#2 to Exhibit D of Interlocal Agreement between the City of Renton and the Renton%hoot Description: District for the accessible playground n Legal Review(attach memorandum from City Attorney) MAY 10 2013 n Risk Management review for insurance (attach memorandum from Risk Management) CI RECEIVED 0 Insurance certificate and/or policy (attach original) Nc�ERK�sOFF/CE n Response to legal or Risk Management concerns (explain, in writing, how concerns have been met) n Performance bond and verification memo from staff(for Public Works contracts only) III Federal excluded parties list verification (Website: www.epls.gov;attach printout of search results) n City business license number: N/A Check EDEN or ask Finance Department. n Accounts payable W-9 vendor form (obtain if not already on file with Finance Dept.) Submitted contracts are signed by contractor: n Yes n No If not, provide explanation below. Fiscal Impact: n Expenditure or n Revenue Amount Budgeted: Amount: $ (line item;see below*): $ Prior Council approval via agenda bill process required if: (see policies 250-02 and 800-12) n Contract or addendum is$20,000 or over(non-Public Works)or$30,000 or over(Public Works). *Contract expenditure amount exceeds budgeted amount; fund transfer needed. n Addendum is for the second and additional time extensions. n Interlocal Agreement(most Interlocal Agreements require Resolutions) Date of Council Approval: Resolution Number: Contractor determined via: n Phone Bid/Written Quote n CFB Ad (if applicable) (if applicable) April 8, 2013 4178 n Consultant Roster RFP/SOQ Ad n Application n Sole Source Key words for City Clerk's electronic card file: Renton School District,Accessible Playground, Meadow Crest Playground, Interlocal Agreement Print;Form Revised 07/23/2008 ,+rr rir PROJECT MANUAL OF CONSTRUCTION DOCUMENTS MEADOW CREST PLAYGROUND BID SET VOLUME 1 Apri12, 2013 r, lut architects PROJECT MANUAL OF CONSTRUCTION DOCUMENTS MEADOW CREST PLAYGROUND OWNER r, Renton School District No. 403 7812 South 124th Street Seattle, Washington 98178 Ph: (425) 204-4403/ Fax: (425) 204-4476 Contact: Rick Stracke, Executive Director Facilities OWNER'S REPRESENTATIVE Greene Gasaway P.O. Box 4158 Federal Way, WA 98063-4158 Phone: 253-941-4937/253-441-5122 Contact: Calvin Gasaway (7-4 wr ARCHITECT BLRB Architects, p.s. 1250 Pacific Avenue, Suite 700 Tacoma, WA 98402 Phone: (253) 627-5599/ Fax: (253) 572-5167 Contact: Doug DuCharme, AIA, Project Manager E-mail: dducharme@blrb.com ori ARCHITECT'S CONSULTANTS CIVIL ENGINEER MECH/ELEC ENGINEER AHBL, Inc. Bittering Crick& Evenson (BCE) 2215 North 30th Street, Ste 300 6021 12th St E., Ste 200, Tacoma, WA 98403 Tacoma, WA 98424 Ph: (253) 383.2422 Ph: (253) 922-0446 Fax: (253) 383- 2572 Fx: (253) 922-0896 Contact: David Nason, Principal Mech. Contact: Chris Caffee E-mail: dnason@ahbl.com E-mail: chris.caffee@bceengineers.com Elec. Contact: Michael Cozart E-mail: michael.cozart@bceengineers.com STRUCTURAL ENGINEER LANDSCAPE CONSULTANT PCS Structural Solutions Design Concepts 1250 Pacific Avenue, Suite 701 211 N. Public Road, Suite 200 Tacoma, WA 98402 Lafayette, CO 80026 Ph: (253) 383-2797 Ph: (303) 664-5301 Fax: (253) 383-1557 Fx: (303)664-5313 w Contact: Luke Heath Contact: Carol Henry,LA E-mail: (heath@pcs-structural.com E-mail: Carolh@dcla.net HARDWARE CONSULTANT aro Adams Consulting & Est. 2337 North 57th Street Seattle, WA 98103 Ph: (206) 528-0244 Fax: (206) 528-0138 Contact: Gordon Adams, AHC E-mail: thegord@w-link.net rr rr MEADOW CREST PLAYGROUND SECTION 000001 PROJECT NO. 11.12.116 INVITATION TO BID rr INVITATION TO BID RENTON SCHOOL DISTRICT NO.403 MEADOW CREST PLAYGROUND Name of Project: Meadow Crest Playground 3000 NE 16th Street Renton, WA 98056 Owner: Renton School District No. 403 Capital Projects Office Facilities,Operations and Maintenance Center 7812 S. 124th St. Seattle,WA 98178 Owner's Representative: Greene Gasaway PO Box 4158 Federal Way, WA 98063-4158 Contact: Calvin Gasaway(253) 941-4937 Architect: BLRB Architects 1250 Pacific Avenue, Suite 700 Tacoma, WA 98402 Contact: Douglas DuCharme(253)627-5599 Availability of On or about Tuesday,April 2,2013 Bid Documents: r�rr Project Description: The scope of work includes,but is not limited to: Construction of new playground and related sitework. Work includes Demolition, Site Improvements, Civil, Landscape, Architectural, Structural, Mechanical, Plumbing, Electrical, and related improvements. Work shall be performed in phases. Bid Form—Part 1 Due Tuesday, April 23, 2013 at 2:00pm, at Renton School District Capital Projects, Facilities, Operations and Maintenance Center, 7812 S. 124th ST., SEATTLE,WA 98178. Base Bid and Alternate Bids received after this time will not be accepted. Bid Form— Bid Form-Part 2, Subcontractors List and referenced attachments shall Part 2 Due: be submitted on forms provided within one (1) hour of time set for receipt of Bid Form—Part 1, and no later than time set for Bid Opening. Bid Form—Part 2 received after this time will not be accepted and will MIR also nullify Bid Form—Part 1 submittal. Bid Opening: Bids will be opened publicly on Tuesday,April 23,2013 at 3:00 pm, at Renton School District Capital Projects Office. Bidders and others properly interested are invited to be present. 'o BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000001 - 1 ,r 116 MEADOW CREST PLAYGROUND SECTION 000001 PROJECT NO. 11.12.116 INVITATION TO BID No Subcontractor List: Bidders must submit list of requested subcontractors, in accordance with Bid Form Part-2, on form provided, within one (1) hour of time set for receipt of Bid form Part-1. Documents: Bidding documents for the project may be obtained at the office of ARC, 616 8th Ave, Seattle, WA 98402, (206) 624-2040 or 632 Broadway, Tacoma, WA 98402, (253) 383-6363 upon deposit of a check in the amount of$200.00 for each set, made payable to Renton School District. rrtir Upon timely request, documents may be mailed for a non-refundable mailing fee. Deposit may be waived upon confirmation of AGC membership. Bona fide bidders (General Contractors) may obtain a maximum of three sets and Prime Mechanical and Electrical contractors may obtain a maximum of two sets. Complete PDF Bid Documents are available for download free of charge so at Northwest Contractors Network-www.nwcontractorsnetwork.com. Select Public Projects> Washington projects> "Meadow Crest Playground">download PDF. To receive project addenda,bidders downloading files need to register on the project by clicking the"Add me to the Plan Holders List"link>Fill out contact information>Click "Send". For assistance in obtaining printed bid documents or ire downloading files,contact ARC Seattle Bid Services at(206)624-2040 or email Seattle.bidservices@e-arc.com. Bid documents for this project are also available on-line at ARC (www.e-arc.com). The documents can be viewed or obtained through ARC's Plan Well by clicking on "Public Room" on http://www.e- arc.comJ]ocations/overview/reprographics-nw-now-arc. A plan holder's list is also available. Documents may be examined at the following plan centers: MIN McGraw-Hill Construction/Dodge, Seattle Valley Plan Center, Seattle Associated Sub-Contractors,Tacoma Builders Exchange of Washington,Everett Olympia Plan Service, Olympia Daily Journal of Commerce, Seattle Weekly Construction Reporter-Bellingham wo Return of Documents: For refund of deposit, complete set of Documents must be returned to ARC in satisfactory condition within ten calendar days after the date designated for receipt of Bids. ow Bid Guarantee or Bond: Certified check, bank cashiers check or bid bond is required with each Bid, equal to 5%of the total Base Bid only. Make checks payable to the Renton School District; furnish bond executed by a licensed bonding BLRB ARCHITECTS 04/02/13 1111 RENTON SCHOOL DISTRICT PAGE: 000001 -2 MEADOW CREST PLAYGROUND SECTION 000001 PROJECT NO. 11.12.116 INVITATION TO BID agency authorized to do business in the locality of the project. Attach to Bid Form Part-2. Apprentice Requirement A mandatory 15% apprentice labor hours of the total labor hours are a requirement of the construction contract. Bidders may contact the Department of Labor & Industries Apprenticeship Section, to obtain information on available apprenticeship programs. Prevailing Wage It is the responsibility of the bidder to go online- to the L&I web page http://www.lni.wa.gov/TradesLicensing/Prey Wage/WageRates/Lookup/ default.asp to verify they have the most current prevailing wages at time rr of bid. Right to Reject: The Owner reserves the right to accept the lowest or any other Bid, the right to reject any or all Bids, and the right to waive any irregularities in aas any Bid. Withdrawal of Proposals: No Bid may be withdrawn, except with the express permission of the Owner, after the hour set for the opening thereof, unless the award of Contract is delayed for a period exceeding 45 days. Prebid Meeting and A Pre-bid meeting and walkthrough is HIGHLY RECOMMENDED Walkthrough: for General Contractors and other interested parties and will be held on Thursday,April 11, 2013 at 4:00 pm located at: North Highlands Neighborhood Center 3000 NE 16th Street Renton, WA 98056 VERA RISDON SECRETARY OF THE BOARD OF DIRECTORS RENTON SCHOOL DISTRICT NO. 403 RENTON,WASHINGTON 98057 END OF INVITATION TO BID rr rr1 MIN BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000001 -3 Imigniorm an SECTION 00100 INSTRUCTIONS TO BIDDERS PART 1 GENERAL de 1.01 DEFINITIONS A. All definitions set forth in the revised General Conditions of the Contract for Construction or in other Contract Documents are applicable to the Bidding Documents. B. "Addenda" are written or graphic instruments issued by the Architect prior to the execution of the Contract which modify or interpret the Bidding Documents by �. additions, deletions, clarifications or corrections. The contents of Addenda are issued in no particular order and therefore should be carefully and completely reviewed. Addenda relating to administrative matters, such as, for example,the date or time of meetings or bid receipt, may be issued in writing by fax,mail or other delivery. err C. An"Alternate Bid" (or"Alternate") is an amount stated in the Bid to be added to or deducted from the amount of the Base Bid if the corresponding change in the Work, as described in the Bidding Documents, is accepted. .�r D. Award"means the formal decision by the Renton School District notifying a Bidder with the lowest responsive Bid of the Renton School District's acceptance aerr of the Bid and intent to enter into a contract with the Bidder. E. The "Award Requirements" include the following statutory requirements as a condition precedent to Award. The lowest responsive Bidder shall: (1) have a current state unified business identifier number; (2) if applicable, have industrial insurance coverage for the Bidder's employees working in Washington as required in Title 51 RCW; (3) have an employment security department number as required in Title 50 RCW; wit (4) have a state excise tax registration number as required in Title 82 RCW; (5) not be disqualified from bidding on any public works contract under RCW 39.06.010 (unregistered or unlicensed contractors)or RCW 39.12.065(3) (prevailing wage violations); r■ INSTRUCTIONS TO BIDDERS RSD 00100 1 Renton School District 25642253 1.DOC 1/23/13 rr (6) not have been found to be out of compliance by the Washington state apprenticeship and training council for certain apprenticeship requirements during the prior year; and Sib (7) not have violated requirements of RCW 39.04.370 for off-site, prefabricated, nonstandard,project specific items more than once as determined by the Department of Labor and Industries. F. The"Base Bid" is the sum stated in the Bid for which the Bidder offers to perform the Work described in the Bidding Documents as the base to which work to may be added or from which work may be deleted for sums stated in Alternate Bids. G. A"Bid" is a complete and properly signed proposal to do the Work or designated portion thereof, submitted in accordance with the Bidding Documents, for the sums therein stipulated and supported by any data called for by the Bidding Documents. H. A"Bidder" is a person or entity who submits a Bid for a prime contract with the Renton School District for the Work described in the proposed Contract Documents. rrt The "Bidding Documents"include the Advertisement or Invitation to Bid, Instructions to Bidders,the Bid form, any other sample bidding and contract forms,the Bid Bond, and the proposed Contract Documents, including any - Addenda issued prior to receipt of Bids. J. The"Contract Documents"proposed for the Work consist of the revised •�+ Agreement Between Owner and Contractor,the revised General Conditions of the Contract(as well as any Supplemental, Special or other Conditions included in the Project Manual),the Drawings,the Specifications, and all Addenda issued rw prior to, and all modifications issued after, execution of the Contract. K. To be considered"Responsible"or meet"Responsibility"requirements, a wr Bidder must meet the following supplemental criteria applicable to this Project to the satisfaction of the Architect and the Renton School District: (1) The ability, capacity, and skill to perform the Contract; (2) The character, integrity, reputation,judgment, experience, and efficiency of the Bidder; (3) Whether the Bidder can perform the Contract within the time specified; (4) The previous and existing compliance by the Bidder with laws relating to the Contract; INSTRUCTIONS TO BIDDERS RSD 00100 2 Renton School District 25642253_1.DOC 1/23/13 riir (5) The quality of performance of previous contracts, including demonstration of successful completion of similar projects in the last five (5)years; (6) The designated Project Manager shall have a minimum of five (5) years of successful experience in project management and scheduling of projects of similar scope and complexity; (7) The designated Superintendent shall have a minimum of seven(7) years of successful supervision of projects of similar scope and complexity; (8) Any other qualifications required by the Contract Documents or Bidding Documents; and (9) Such other information as may be secured having a bearing on the decision to aware the contract. L. A"Sub-bidder" is a person or entity who submits a bid to a Bidder for materials, equipment or labor for a portion of the Work. a. M. A"Unit Price"is an amount stated in the Bid as a price per unit of measurement for materials, equipment or services as described in the Bidding Documents or in ++■ the proposed Contract Documents. The Renton School District reserves the right to reject at any time,without impairing the balance of the proposal, any or all such predetermined unit prices. aid 1.02 BIDDER'S REPRESENTATIONS By making its Bid, each Bidder represents that: A. BIDDING DOCUMENTS. The Bidder has read and understands the Bidding Documents, and its Bid is made in accordance with them. B. POSSIBLE SELF-PERFORMED WORK REQUIREMENT. The Bidder will perform with its own forces any percentage of the Work required by the Bidding Documents or the Contract Documents. C. PRE-BID MEETING. The Bidder has attended any pre-bid meeting(s)required by the Bidding Documents. D. BIDDING DOCUMENTS AND BASIS. Its Bid is based upon the materials, systems, services, and equipment required by the Bidding Documents, without exception. dm E. EXAMINATION. The Bidder has carefully examined and understands the Bidding Documents,the Contract Documents (including, without limitation, any liquidated damages and insurance provisions), and the Project site, including any INSTRUCTIONS TO BIDDERS RSD 00100 3 Renton School District 25642253 1.DOC 1/23/13 a11f1I ma ea existing buildings, it has familiarized itself with the local conditions under which the Work is to be performed and has correlated its observations with the requirements of the proposed Contract Documents and it has satisfied itself as to ea the nature, location, character,quality and quantity of the Work,the labor, materials, equipment, goods, supplies,work, services and other items to be furnished, and all other requirements of the Contract Documents. The Bidder has also satisfied itself as to the conditions and other matters that may be encountered at the Project site or affect performance of the Work or the cost or difficulty thereof, including but not limited to those conditions and matters affecting: au transportation, access, disposal, handling and storage of materials, equipment and other items; availability and quality of labor, water, electric power and utilities; availability and condition of roads; climatic conditions and seasons; physical conditions at the Project site and the surrounding locality;topography and ground surface conditions; and equipment and facilities needed preliminary to and at all times during the performance of the Work. The failure of the Bidder fully to ea acquaint itself with any applicable condition or matter shall not in any way relieve the Bidder from the responsibility for performing the Work in accordance with, and for the Contract Sum and within the Contract Time provided for in,the r Contract Documents. F. PROJECT MANUAL. The Bidder has checked its copies of the Project Manual ea with the Table of Contents bound therein to ensure the Project Manual is complete. G. SEPARATE WORK. The Bidder has examined and coordinated all Drawings, Contract Documents, and Specifications for any other contracts to be awarded separately from,but in connection with,the Work being bid upon, so that the Bidder is fully informed as to conditions affecting the Work under the contract being bid upon. H. LICENSE REQUIREMENTS. Bidders and their proposed Subcontractors shall am be registered and shall hold such licenses as may be required by the laws of Washington, including RCW 18.27, for the performance of the Work specified in es the Contract Documents. NO EXCEPTIONS. Bids must be based upon the materials, systems and equipment described and required by the Bidding Documents,without exception. 1.03 BIDDING DOCUMENTS A. COPIES 1. Deposit. Bidders may obtain complete sets of the Bidding Documents from ea the issuing office and other locations designated in the Advertisement or Invitation to Bid in the number and for the deposit amount, if any, stated. The INSTRUCTIONS TO BIDDERS RSD 00100 4 Renton School District 25642253_1.DOC 1/23/13 lik rr deposit will be refunded to Bidders who submit a bona fide Bid and return the Bidding Documents in good condition within ten(10) days after receipt of Bids. The cost of replacement of any missing or damaged documents will be deducted from the deposit. A Bidder awarded a Contract may retain the Bidding Documents, and its deposit will be refunded. 2. Sub-bidders. Bidding Documents will not be issued directly to Sub-bidders or others unless specifically offered in the Advertisement or Invitation to Bid. 3. Complete sets. Bidders shall use complete sets of Bidding Documents in preparing Bids and are solely responsible for utilizing established plan holder identification processes to obtain updated bid information; neither the Renton School District nor the Architect assumes any responsibility for errors or misinterpretations resulting from the use of incomplete and/or superseded sets of Bidding Documents. Printed copies of plans take precedence over any on- line images. 4. Conditions. The Renton School District and/or the Architect make copies of " the Bidding Documents available on the above terms only for the purpose of obtaining Bids on the Work and do not confer a license or grant permission for any other use. 5. Legible Documents. To the extent any drawings, specifications, or other Bidding documents are not legible, it is the Bidder's responsibility to notify ale the Renton School District and to obtain legible documents from the plan center. - B. INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS 1. Format. The Contract Documents are divided into parts, divisions, and sections for convenient organization and reference. Generally,there has been no attempt to divide the Specification sections into Work performed by the various building trades, any Work by separate contractors, or any Work 4.1 required for separate facilities in or phases of the Project. 2. Notify Owner and Architect. Bidders and Sub-bidders shall promptly notify the Renton School District and the Architect in writing of any ambiguity, inconsistency, or error that they may discover upon examination of the Bidding Documents or of the site and local conditions. All Bidders and Sub- bidders shall thoroughly familiarize themselves with specified products and installation procedures and submit to the Renton School District and the Architect any objections (in writing)no later than ten(10)days prior to the "• Bid Date. The submittal of the Bid constitutes acceptance of products and procedures specified as sufficient, adequate, and satisfactory for completion of the Contract. INSTRUCTIONS TO BIDDERS RSD 00100 5 Renton School District 25642253 1.DOC 1/23/13 rrr 3. Written request. Bidders and Sub-bidders requiring clarification or interpretation of the Bidding Documents shall make a written request which shall reach the Architect at least seven(7)days prior to the date for receipt of Ile Bids. 4. Addenda. Any interpretation, correction or change of the Bidding Documents will be made by written Addendum. Interpretations, corrections or changes of the Bidding Documents made in any other manner will not be binding, and Bidders shall not rely upon such interpretations, corrections and so changes. 5. Singular references. Reference in the singular to an article, device, or piece so of equipment shall include as many of such articles, devices, or pieces as are indicated in the Contract Documents or as are required to complete the installation. 6. Utilities and runs. The Bidder should assume that the exact locations of any underground or hidden utilities,underground fuel tanks, and any plumbing and electrical runs may be somewhat different from any location indicated in the surveys or Contract Documents. 7. Division of Contract Documents. The Contract Documents may be divided into parts, divisions, and sections for convenient organization and reference. Generally,there has been no attempt to divide the Specification sections into Work performed by the various building trades, any Work by separate contractors,or any Work required for separate facilities in of phases of the Project. C. SUBSTITUTIONS Standard. The materials,products,procedures and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance, and quality that must be met by any proposed substitution. ria 2. Substitution procedure. No substitution will be considered prior to receipt of Bids unless the Architect receives a written request for approval on the Owner's Substitution Request form for the Project, with all data requested on se the form completed, at least ten(10) days prior to the date for receipt of Bids. Each such request shall include the name of the material or equipment proposed to be replaced and a complete description of the proposed substitute, r including drawings, cuts, performance and test data,warranty data, and any other information necessary for an evaluation. A statement setting forth any changes in other materials, equipment or other Work that incorporation of the substitute would require shall be included. The proposer has the burden to prove the merit of the proposed substitute; by proposing the substitution,the so INSTRUCTIONS TO BIDDERS RSD 00100 6 Renton School District 25642253_1.DOC 1/23/13 Ii1�i rir Bidder represents that it has personally investigated the proposed material or product and determined that it is equal or better in all respects to that specified,that the same or better warranty will be provided for the substitution,that complete cost data, including all direct and indirect costs of any kind, has been presented,that the Contract Time will not be increased, and that it will coordinate the installation of the substitute if accepted and make all associated changes in the Work. The Architect's decision to approve or disapprove a proposed substitution shall be final. Written requests for approval shall constitute a guarantee by the Bidder that the articles or materials are in all respects, including warranty and installation, equal or superior to those specified, unless otherwise noted. To the extent the proposed substitution will require additional services by the Architect or its consultants after Bid award, the Bidder, if successful, will be required to pay the Architect or its consultants for these services at their customary hourly rates. 401 3. Addendum. If the Architect approves a proposed substitution prior to receipt of Bids,the approval will be set forth in a written Addendum. Bidders shall not rely upon approvals made in any other manner. Substitution request forms returned by the Architect are a courtesy only, and Bidders/Sub-bidders shall rely solely on substitution approvals listed in an Addenda. 4. Post-bid substitutions. After the Contract has been executed,the Renton School District and the Architect may consider a written request for the substitution of material or products in place of those specified in the Contract Documents only under exceptional circumstances as specified therein. D. ADDENDA 1. Written. All Addenda will be written. They will be mailed, emailed, faxed, �. delivered, and/or posted electronically with notice to those the Architect knows to have received a complete set of Bidding Documents. 2. Copies. Copies of Addenda will be made available for inspection wherever Bidding Documents are on file for that purpose. 3. Verification and acknowledgment of receipt. Prior to bidding, each Bidder shall ascertain that it has received all Addenda issued. Each Bidder shall acknowledge its receipt of all Addenda in its Bid. MIS INSTRUCTIONS TO BIDDERS RSD 00100 7 Renton School District 25642253 1.DOC 1/23/13 as a. 116 1.04 BIDDING PROCEDURE A. FORM AND STYLE OF BIDS 1. Form. Bids (including any required attachments) shall be submitted on forms identical to the form included with the Bidding Documents. No oral, email, or telephonic responses or modifications will be considered to be Bids. "a 2. Entries on the Bid form. All blanks on the Bid form shall be filled in by typewriter or manually in ink. 3. Words and figures. Where so indicated by the makeup of the Bid form, sums shall be expressed in both words and figures; in case of discrepancy Ir between the two, the amount written in figures shall govern and the words shall be used to determine any ambiguities in the figures. Portions of the Bid form may require the addition of component bids to a total or the identification of component amounts within a total. In case of discrepancy between component amounts listed and their sum(s),the component amounts listed shall govern. 4. Initial changes. Any interlineation, alteration or erasure must be initialed by an authorized representative of the Bidder. 5. Alternates and Unit Prices. All requested Alternates and unit prices should be bid. The Renton School District reserves the right,but is not obligated,to rtr reject any Bid on which all requested Alternates or unit prices are not bid. If no change in the Base Bid is required for an Alternate, enter"No Change." If there is no entry, it will be presumed that the Bidder has made no offer to rr� accomplish this Alternate. If it is not otherwise clear from the Bid or nature of the Alternate, it will be presumed that the amount listed for an Alternate is an add rather than a deduct. 6. No conditions. The Bidder shall make no conditions or stipulations on the Bid form nor qualify its Bid in any other manner. 7. Identity of Bidder. The Bidder shall include in the specified location on the Bid form the legal name of the Bidder and, if requested, a description of the lila Bidder as a sole proprietor, a partnership, a joint venture, a corporation (including the state of incorporation), or another described form of legal entity. The Bid shall be signed by the person or persons legally authorized to bind the Bidder to a contract. A Bid submitted by an agent shall have a current power of attorney attached certifying the agent's authority to bind the Bidder, and provide other information requested. INSTRUCTIONS TO BIDDERS RSD 00100 8 Renton School District 25642253_1.DOC 1/23/13 err 8. Bid amounts do not include sales tax. The Bid shall include in the sum stated all taxes imposed by law,EXCEPT STATE AND LOCAL SALES TAX. 9. Bid breakdown. The Bid form may contain, for the Renton School District's accounting purposes only, a breakdown of some or all of the components included in the Base Bid. B. POTENTIAL LISTING OF SUBCONTRACTORS 1. Procedure. On certain projects of the Renton School District, the Bid form includes a requirement that certain Subcontractors be listed, and the list must be submitted to the Renton School District. In these circumstances,the Bidder must name the Subcontractor with whom the Bidder, if awarded the Contract, will subcontract directly (i.e.,not lower-tier Subcontractors) for performance of the work of: (a)HVAC (heating,ventilation and air conditioning), ar�r (b)plumbing as described in RCW 18.106, did (c)electrical work as described in RCW 19.28, and (d) any other categories of Work listed on the Subcontractor listing form. SELF-PERFORMANCE: If the Bidder intends to self-perform any of these categories of Work, it must name itself for each such category of Work. IF NO SUBCONTRACTORS: If there is no work to be performed by a HVAC, plumbing, electrical, or other subcontractor category identified on the Bid form,the Bidder should insert"None"or"N/A" on the Bid form. MULTIPLE ENTRIES: The Bidder shall not list more than one (1)entity for a particular category of Work identified, unless a Subcontractor varies with an Alternate Bid, in which case the Bidder shall identify the Subcontractor to be used for the Alternate and the affected portion of the Work and otherwise make its Bid clear as to which subcontractor shall be utilized depending upon the selection of alternates. did MULTIPLE SUBMITTAL TIMES. In the event the Bidding Documents call for a second submittal time for receipt of alternate bids, and no additional Subcontractors are listed with such alternate bids,the Renton School District will consider that there is no change in the Subcontractors from those listed with the base Bid. INSTRUCTIONS TO BIDDERS RSD 00100 9 Renton School District 25642253 1.DOC 1/23/13 arr 2. Failure to Submit. In accordance with RCW 39.30.060, failure of a Bidder ar to submit as part of the Bid the names of such proposed heating,ventilation and air conditioning,plumbing, and electrical Subcontractors or to name itself to perform such Work or the naming of two or more Subcontractors to perform the same Work shall render the Bidder's Bid nonresponsive and, therefore,void. 3. Requirement to Subcontract. The Bidder, if awarded the Contract,will subcontract with the listed Subcontractor for performance of the portion of the ON Work designated on the Form of Proposal, subject to the provisions of the Contract for Construction and RCW 39.30.060. The Bidder shall not substitute a listed Subcontractor in furtherance of bid shopping or bid on peddling. 4. Replacement. If a listed Subcontractor is unable to comply with any bondability, qualification, or other requirements of the Contract or Bidding ' Documents (including without limitation a finding of Subcontractor non- Responsibility), the Renton School District may require the Bidder to replace the Subcontractor with a Subcontractor acceptable to the Renton School District at no change in the Contract Sum or Contract Time. 5. Subcontractor Standards. Subcontractors shall meet contractual and technical qualifications standards, and provide specialized certification, licensing, and/or payment and performance bonding where specified. S C. BID SECURITY 1. Purpose and procedure. Each Bid shall be accompanied by a bid security so payable to the Renton School District in the form required in the Bidding Documents and equal to five percent(5%)of the Base Bid. The bid security constitutes a pledge that the Bidder will enter into the Contract with the Renton School District in the form provided, in a timely manner, and on the terms stated in its Bid and will furnish in a timely manner the payment and performance bonds, certificates of insurance, Contractor's Construction Schedule, and all other documents required in the Contract Documents. Should the Bidder fail or refuse to enter into the Contract or fail to furnish such documents,the amount of the bid security shall be forfeited to the se Renton School District as liquidated damages,not as a penalty. By submitting its Bid and bid security,the Bidder agrees that any forfeiture is a reasonable prediction at the time of Bid submittal of future damages to the Renton School District. 2. Form. The bid security shall be in the form of a certified or bank cashier's check payable to the Renton School District or a bid bond executed by a bonding company acceptable to the Renton School District and licensed in the No INSTRUCTIONS TO BIDDERS RSD 00100 10 Renton School District 25642253_1.DOC 1/23/13 State of Washington on the form included with the Bidding Documents or on an acceptable and equivalent form. 3. Retaining bid security. The Renton School District will have the right to retain the bid security of Bidders to whom an award is being considered until the earliest of either(a)the Contract has been executed, and payment and performance bonds have been furnished, or(b)the specified time has elapsed so that Bids may be withdrawn, or(c) all Bids have been rejected. mii 4. Return of Bid Security. Within forty-five (45)days after the Bid Date,the Renton School District will release or return bid securities to Bidders whose Bids are not to be further considered in awarding the Contract. Bid securities of the three apparent low Bidders will be held until the Contract has been finally executed, after which all unforfeited bid securities will be returned. D. SUBMISSION OF BIDS 1. Procedure. The Bid,the bid security, and any other documents required to be `m submitted with the Bid shall be enclosed in a sealed opaque envelope identified with the Project name,the Bidder's name and address and, if applicable,the designated portion of the Work for which the Bid is submitted. If the Bid is sent by mail the sealed envelope shall be enclosed in a separate mailing envelope with the notation"SEALED BID ENCLOSED"on the face thereof. wr 2. Deposit. Bids shall be deposited at the designated location prior to the time and date for receipt of Bids indicated in the Advertisement or Invitation to Bid, or any extension thereof made by Addendum. Bids received after the time and date for receipt of Bids may be returned unopened at the discretion of the Renton School District. r�r 3. Responsibility. The Bidder assumes full responsibility for timely delivery at the location designated for receipt of Bids. 4. Form. Oral, fax,telephonic, electronic, email, or telegraphic Bids are invalid and will not be considered. E. MODIFICATION OR WITHDRAWAL OF BID 1. After receipt time. A Bid may not be modified, withdrawn or canceled by the Bidder during a forty-five (45) day period following the time and date designated for the receipt of Bids, and each Bidder so agrees by virtue of submitting its Bid. 2. Before receipt time. Prior to the time and date designated for receipt of Bids, ,., any Bid submitted may be modified or withdrawn only by notice to the party INSTRUCTIONS TO BIDDERS RSD 00100 11 Renton School District 25642253 1.DOC 1/23/13 4W rir receiving Bids at the place designated for receipt of Bids. Such notice shall be in writing over the signature of the Bidder or by telegram or fax; if by telegram or fax, written confirmation over the signature of the Bidder shall be mailed and postmarked on or before the date and time set for receipt of Bids. The notice shall be worded so as not to reveal the amount of the original Bid. E-Mail notice will not be considered. It shall be the Bidder's sole al responsibility to verify that the notice has been received by the Renton School District in time to be withdrawn before the Bid opening. 3. Resubmittal. Withdrawn Bids may be resubmitted up to the time designated Is for the receipt of Bids provided that they are then fully in conformance with these Instructions to Bidders. r 4. Bid security with resubmission. Bid security shall be in an amount sufficient for the Bid as modified or resubmitted. F. NOTICE 1. Notice or a request from a Bidder under these Instructions to Bidders must be in writing over the signature of the Bidder and delivered in person or by mail, express delivery,telegram or fax. If the notice is by telegram or fax,written confirmation over the signature of the Bidder must be mailed and postmarked Mil on or before the date and time set for the notice. 1.05 CONSIDERATION OF BIDS A. OPENING OF BIDS: Unless stated otherwise in the Advertisement or Invitation to Bid or any Addendum,the properly identified Bids received on time will be as opened publicly and will be read aloud. An abstract of the Base Bids and Alternate Bids, if any,will be made available to Bidders and other interested parties. B. REJECTION OF BIDS: The Renton School District shall have the right but not the obligation to reject any or all Bids for any reason or for no reason, to reject a ri Bid not accompanied by required bid security or by other material or data required by the Bidding Documents, or to reject a Bid which is in any way incomplete or irregular. C. ACCEPTANCE OF BID (AWARD) 1. Owner. The Renton School District intends (but is not bound)to award a Contract to the lowest Responsible and responsive Bidder,provided the Bid has been submitted in accordance with the requirements of the Bidding Documents and does not exceed the funds available. The Renton School District has the right to waive any informality or irregularity in any Bid(s) INSTRUCTIONS TO BIDDERS RSD 00100 12 Renton School District 25642253_1.DOC 1/23/13 rr AO received and to accept the Bid which, in its judgment, is in its own best interests. 2. Alternates. The Renton School District shall have the right to accept Alternates in any order or combination,unless otherwise specifically provided in the Contract Documents or Bidding Documents, and to determine the low Bidder on the basis of the sum of the Base Bid and the Alternates (if any) accepted. The Renton School District retains the right to accept Alternate Bid items at the price bid within 45 days after the Agreement is executed. 3. Requirements for Award. Before the Award,the lowest responsive Bidder shall meet the Award Requirements. AO D. BID PROTEST PROCEDURES 1. Procedure. A Bidder protesting for any reason the Bidding Documents, a bidding procedure,the Renton School District's objection to the Bidder or a person or entity proposed by the Bidder, including but not limited to a finding of non-Responsibility,the award of the Contract or any other aspect arising from or relating in any way to the bidding shall cause a written protest to be filed with the Renton School District within two (2) business days of the event giving rise to the protest and, in any event, no later than two (2)business days after the date upon which Bids are opened. (Intermediate Saturdays, Sundays, and legal holidays are not counted.) The written protest shall include the name of the protesting Bidder, a detailed description of the specific factual and legal grounds for the protest, copies of all supporting documents, and the specific relief requested. The written protest shall be delivered to: Capital Projects Renton School District 7218 S. 124th Street Seattle, WA 98178 4.1 2. Consideration. Upon receipt of the written protest,the Renton School District will consider the protest. The Renton School District may, within three (3)business days of the Renton School District's receipt of the protest, provide any other affected Bidder(s)the opportunity to respond in writing to the protest. If the protest is not resolved by mutual agreement of the protesting Bidder and the Renton School District,the Superintendent of the Renton School District or his or her designee will review the issues and promptly furnish a final and binding written decision to the protesting Bidder and any other affected Bidder(s)within six(6)business days of the Renton School District's receipt of the protest. (If more than one (1)protest is filed, the Renton School District's decision will be provided within six(6)business days of the Renton School District's receipt of the last protest.) If no reply is INSTRUCTIONS TO BIDDERS RSD 00100 13 Renton School District 25642253 1.DOC 1/23/13 rw received from the Renton School District during the six(6)business-day period,the protest shall be deemed rejected. 3. Waiver. Failure to comply with these protest procedures will render a protest 111 waived. 4. Condition precedent. Timely and proper compliance with and exhaustion of Sib these protest procedures shall be a condition precedent to any otherwise permissible judicial consideration of a protest. 1.06 POST BID INFORMATION A. INFORMATION FROM APPARENT LOW BIDDER 1. Submittal. Within five (5) days of the Architect's request,the apparent low Bidder and any other Bidders so requested shall submit to the Architect and Renton School District: (a) a properly executed Contractor's Qualification Statement on the form provided (unless otherwise required to be submitted at the time of the bid); (b) a letter or form from the Bidder's insurance company stating that the insurance required by the Contract Documents will become effective upon execution of the Contract; .fr (c)if requested by the Renton School District, a detailed breakdown of the Bid in a form acceptable to the Renton School District; (d)the names of the persons or entities (including a designation of the Work to be performed with the Contractor's own forces, and the names of those who are to furnish materials or equipment fabricated to a special design)proposed for each of the principal portions of the Work; (e)the proprietary names and the suppliers of the principal items or systems of materials and equipment proposed for the Work; and (f) a letter or form from the Bidder's surety stating that the bond(s) so required by the Contract Documents will become effective upon execution of the Contract. Failure to provide any of the above information in a timely manner may constitute an event of breach permitting forfeiture of the Bid security. INSTRUCTIONS TO BIDDERS RSD 00100 14 Renton School District 25642253_1.DOC 1/23/13 1111 till die 2. Responsibility. The Bidder will be required to establish to the satisfaction of the Architect and the Renton School District the reliability and Responsibility of the persons or entities proposed to furnish and perform the Work described so in the Bidding Documents as well as qualifications set forth in the Sections of the Project Manual pertaining to such proposed Subcontractor's respective trades. The Responsibility of the Bidder may be judged in part by the Responsibility of these proposed entities. The following will be considered: • The ability, capacity, and skill to perform the contract; .r • The character, integrity, reputation, judgment, experience, and efficiency of the Bidder; • Whether the Bidder can perform the contract within the time specified; ell • The quality of performance of previous contracts; • The previous and existing compliance by the Bidder with laws relating to the contract; and • Such other information as may be secured having a bearing on the decision to award the contract. CONSIDERATION. In considering a Bidder's responsibility, a Bidder shall be deemed to be unqualified to perform the Contract if, after review and verification of the representations included upon the Contractor's ell Qualification Statement submitted by the Bidder, conditions such as, but not limited to,the following appear: ow (a) The Bidder does not have sufficient prior experience (or an acceptable substitute thereof, as described below)with projects of a di ,, similar nature in technical, managerial, and financial requirements to that in the present Contract being bid. In addition to such established contractors, a newly established contractor may be considered qualified if it has shown on the Contractor's Qualification Statement that it is staffed with sufficient technical, managerial, and financial personnel with prior experience in the nature of construction for which the Bids are invited. (b) The Bidder does not have sufficient capability to undertake the obligations of the Contract. A determination will be made when the Renton School District's review of the probable cash flow needs of the Bidder for this Project(including payroll, cost of material and supplies, equipment rental costs, and any other direct or incidental costs of the ,.r Contract), concludes that the Bidder does not have sufficient financial resources to enable it to satisfy its financial obligations under the Contract. did INSTRUCTIONS TO BIDDERS RSD 00100 15 Renton School District 25642253 1.DOC 1/23/13 srr worm (c) The Bidder has submitted unrealistic unit prices as determined by other Bidders' unit prices for this Project. (d) The Bidder does not have sufficient staff, equipment, or plant available to perform the Contract. The Renton School District's determination in this matter will be based upon that represented by Bidder in the Contractor's Qualification Statement. (e) The Bidder has a history of unsatisfactory performance of w„ contracts of this or similar nature,regardless of whether such contracts existed between the Renton School District and the Bidder, or other parties and the Contractor. • A determination of this nature will be made if the Renton School District, after review of the Bidder previous work experience, determines that the Bidder's unsatisfactory performance has resulted predominantly from the Bidder's failure rather than a failure to perform by another party. The School District will give the Contractor an opportunity to explain such nonperformance's before any final determination is reached. • A determination of failure to perform will be made if the Renton ow School District is satisfied after review of the Bidder's prior experience,that the Bidder has repeatedly failed to satisfy its obligations under past contracts and the School District cannot wo safely assume satisfactory performance of the Contract by the Bidder. • In reaching its determination,the Renton School District may consider statements of other parties to the prior unperformed contracts, as well as the representations of the Bidder on its Contractor's Qualification Statement. 3. Subcontractors. The Responsibility of the Bidder may be judged in part by the Responsibility of its Subcontractors. Bidders must verify Responsibility criteria for each first-tier Subcontractor. A Subcontractor of any tier that hires other Subcontractors must verify Responsibility criteria for each of its lower- tier Subcontractors. Verification shall include that each Subcontractor, at the time of subcontract execution, is Responsible and possesses an electrical contractor license, if required by RCW 19.28, or an elevator contractor license, if required by RCW 70.87. 4. Request to Modify Criteria. No later than ten(10)days prior to the Bid Date, a potential Bidder may request in writing that the Renton School District modify the Responsibility criteria listed in clause (2) above or elsewhere in the Contract or Bidding Documents. The Renton School District ow INSTRUCTIONS TO BIDDERS RSD 00100 16 Renton School District 25642253_1.DOC 1/23/13 will evaluate the information submitted by the potential Bidder and respond before the Bid Date. If the evaluation results in a change of the criteria,the Renton School District will issue an Addendum identifying the new criteria. 5. Objection. Prior to the Award of the Contract,the Architect will notify the Bidder in writing if either the Renton School District or the Architect, after due investigation,has reasonable objection to the Bidder or a person or entity proposed by the Bidder, and the Renton School District will provide the reasons for the determination. The Bidder may appeal the determination 11111 within two (2)business days of its receipt of the objection by presenting additional information to the Renton School District, and the Renton School District will consider the additional information before issuing its final determination. The Bidder may, after the Renton School District's objection or determination, and at Bidder's option, (1)withdraw the Bid, (2) submit an acceptable substitute person or entity with no change in the Contract Time and no adjustment in the Base Bid or any Alternate Bid, even if there is a cost to the Bidder occasioned by the substitution, or(3) appeal by filing a protest in accordance with paragraph 5(D). In the event of withdrawal, bid security will not be forfeited. 6. Change. Persons and entities proposed by the Bidder and to whom the Renton School District or the Architect have made no reasonable objection must be used on the Work for which they were proposed and shall not be changed except with the written consent of the Renton School District and the Architect. 7. Right to Terminate. The Bidder's representations concerning its qualifications will be construed as a covenant under the Contract. Should it appear that the Bidder has made a material misrepresentation on its Contractor's Qualification Statement, the Renton School District shall have 4111 the right to terminate the Contract for Contractor's breach, and the School District may then pursue such remedies as exist elsewhere under this Contract, or as otherwise are provided at law or equity. B. INFORMATION FROM OTHER BIDDERS: All other Bidders designated by the Architect as under consideration for award of a Contract shall also provide a properly executed Contractor's Qualification Statement, if so requested by the Renton School District. C. BIDDING MISTAKES: The Renton School District will not be obligated to consider notice of claimed bidding mistakes received more than three (3)business days after the bid opening. In accordance with Washington law, a low bidder that claims error and fails to enter into the Contract is prohibited from bidding on the Project if a subsequent call for bids is made for the Project. a INSTRUCTIONS TO BIDDERS RSD 00100 17 Renton School District 25642253 1.DOC 1/23/13 rr 1.07 PERFORMANCE BOND AND LABOR AND MATERIAL PAYMENT BOND A. BOND REQUIREMENTS: Within seven(7)days after the issuance of the Renton School District's Notice of Intent to Award, and prior to the date of execution of the Contract,the Bidder shall furnish evidence satisfactory to the Renton School District of its ability to obtain statutory bonds pursuant to RCW as 39.08 covering the faithful performance of the Contract and the payment of all obligations arising thereunder in the form and amount prescribed in the Contract Documents. The cost of such bonds shall be included in the Base Bid. B. TIME OF DELIVERY AND FORM OF BONDS: The Bidder shall deliver the required bonds to the Renton School District within ten(10)days after the Notice of Award and prior to the date of execution of the Contract and commencing operations at the site. 1.08 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR No A. FORM TO BE USED: The Agreement for the Work will be written on the form(s)contained in the Bidding Documents, including any General, Supplemental or Special Conditions, and the other Contract Documents included with the Project Manual. In the event no form is enclosed, an AIA Document A101-2007, "Standard Form of Agreement Between Owner and Contractor, where the basis of payment is a Stipulated Sum,"along with the General Conditions (AIA Document A201-2007), as both are revised,modified and supplemented by the Owner,will be used. B. CONFLICTS: In case of conflict between the provisions of these Instructions and any other Bidding Document,these Instructions shall govern. In case of conflict between the provisions of the Bidding Documents and the Contract Documents, the Contract Documents shall govern. 1.09 CONTRACT DOCUMENTS This paragraph contains descriptions of some but not all of the provisions of the Contract Documents. A. RETAINAGE: The Contract Documents specify the statutory retainage wry requirements of RCW 60.28 for this Project. B. CONTRACT TIME: The Contract Documents specify the Contract Time. NO Timely completion of this Project is essential to the Renton School District. C. PREVAILING WAGES: The Contract Documents contain requirements regarding the payment of prevailing wages pursuant to RCW 39.12. INSTRUCTIONS TO BIDDERS RSD 00100 18 Renton School District 25642253_1.DOC 1/23/13 SS OS ,yr D. WRITTEN CLAIMS AND NOTICE: The Contract Documents contain a number of provisions that require the Contractor to provide notice of Claims and make and support Claims, in writing, within a specified time in order to maintain the claim. The School District is under no obligation to consider Claims that fail, in any respect,to meet these requirements. E. CHANGES IN CONTRACT SUM: The Contract Documents contain provisions specifying requirements for and pricing of changes in the Contract Sum. F. DISPUTE RESOLUTION: The Contract Documents contain provisions replacing the arbitration provisions of the form General Conditions with an alternative dispute resolution procedure which, among other things, requires non- binding mediation of all disputes. G. CONTRACTOR REGISTRATION: Pursuant to RCW 39.06,the Bidder shall be registered or licensed as required by the laws of the State of Washington, including but not limited to, RCW 18.27. H. COMMISSIONING OF CRITICAL SYSTEMS: Certain systems may be designated in the Contract Documents as "Critical Systems." If so, prior to the Date of Substantial Completion the Critical Systems must be up and running, ready for normal operation, and subject to a pre-commissioning inspection. I. OTHER PROVISIONS: The above paragraphs contain descriptions of some but not all of the provisions of the Contract Documents. Bidders should review in detail the Contract Documents themselves and not rely upon the above paragraphs in this article as complete, inclusive, or accurate. 1.10 POSSIBLE TRENCH EXCAVATION SAFETY PROVISIONS A. Per RCW 39.04.180 and RCW 49.17,the Base Bid must include the cost of any required trench safety provisions. The Bidder shall enter in the blank provided on the Bid form the dollar amount the Bidder has included in its Base Bid for any trench safety provisions for trenching that will exceed a depth of four feet. If trench excavation safety provisions do not pertain to the Project,the Bidder should enter"N.A."or"Not Applicable" in the blank on the Bid form. PART 2 PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION INSTRUCTIONS TO BIDDERS RSD 00100 19 Renton School District 25642253 1.DOC 1/23/13 ■111 rr MEADOW CREST PLAYGROUND SECTION 000110 PROJECT NO. 11.12.116 TABLE OF CONTENTS rr COVER SHEET 1 FRONTISPIECE 1 DIVISION 00 PROCUREMENT REQUIREMENTS 000001 INVITATION TO BID 3 vie 000100 INSTRUCTIONS TO BIDDERS 19 000110 TABLE OF CONTENTS 5 000115 LIST OF DRAWING SHEETS 2 000200 BID FORM PARTS 1 AND 2 17 -ATTACHMENT NO. 1 -CONTRACTOR'S PROPOSAL BOND -ATTACHMENT NO.2-NONCOLLUSION AFFIDAVIT -ATTACHMENT NO.3 - CONTRACTOR'QUALIFICATION FORM -ATTACHMENT NO.4- SUBCONTRACTOR'S LIST 000300 STANDARD FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR(AIA A101-2007) 11 000510 CONTRACTORS BOND 1 000515 BIDDERS CHECKLIST 1 000520 ESCROW AGREEMENT 3 au 000525 PREVAILING WAGE RATES 1 000526 JOURNEYMAN PREVAILING WAGE RATES(incl Prevailing Wage Rates) 19 000700 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (AIA A201-2007) 80 - SPECIAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION Will 000730 SUPPLEMENTARY CONDITIONS 3 001026 RETAINED PERCENTAGE y SUBCONTRACTOR'S REPRESENTATIONS 3 003119 EXISTING CONDITION INFORMATION 1 rr 003132 GEOTECHNICAL DATA 70 - SUBSURFACE EXPLORATION,PRELIMINARY GEOTECHNICAL AND INFILTRATION FEASABILITY REPORT - SUMMARY OF ADDITIONAL BORINGS IN PLANNED PLAYGROUND AREA - SUMMARY OF ADDITIONAL BORINGS TO DELINEATE EXISTING FILL DIVISION 01 GENERAL REQUIREMENTS 011000 SUMMARY OF WORK 10 AN 012300 ALTERNATES 3 012500 PRODUCT SUBSTITUTION&OPTIONS 2 012500A PRODUCT SUBSTITUTION REQUEST FORM 1 012600 CHANGE PROCEDURES 12 -REQUEST FOR INFORMATION -ORDER FOR A MINOR CHANGE IN THE WORK -CHANGE ORDER -CHANGE ORDER PROPOSAL BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 000110- 1 MEADOW CREST PLAYGROUND SECTION 000110 PROJECT NO. 11.12.116 TABLE OF CONTENTS rri DIVISION 01 GENERAL REQUIREMENTS (Cont'd) -CONSTRUCTIVE CHANGE DIRECTIVE _ rr -COST PROPOSAL SUMMARY FORM A-GENERAL CONTRACTOR -COST PROPOSAL SUMMARY FORM B-SUBCONTRACTOR/SUPPLIER 012900 PAYMENT PROCEDURES 8 -RETAINED PERCENTAGE ON PUBLIC WORKS CONTRACT -SUBCONTRACTOR'S REPRESENTATIONS • -SUMMARY OF ENTITIES REQUESTING PAYMENT 012973 SCHEDULE OF VALUES 3 013119 PROJECT MEETINGS 4 013200 CONSTRUCTION PROGRESS DOCUMENTATION 9 -CONSTRUCTION PROGRESS SCHEDULE CHECKLIST 013233 PHOTOGRAPHIC DOCUMENTATION 2 - 013300 SUBMITTALS,SHOP DRAWINGS,PRODUCT DATA&SAMPLES 9 014000 QUALITY REQUIREMENTS _ 9 014200 REFERENCES 40 -KEY NOTE SCHEDULE 014500 CONTRACTOR'S QUALITY CONTROL SYSTEM 11 -CONTRACTOR'S DAILY REPORT -NOTICE OF NONCOMPLIANCE rri 015000 TEMPORARY FACILITIES AND CONTROLS 9 016000 PRODUCT REQUIREMENTS 5 017300 EXECUTION 8 017329 CUTTING AND PATCHING 5 017700 CONTRACT CLOSEOUT 7 ha -SUBSTANTIAL COMPLETION CHECKLIST -FINAL COMPLETION CHECKLIST 017823 OPERATION AND MAINTENANCE DATA 4 017836 WARRANTY PROCEDURES 6 -CONTRACTOR'S WARRANTY ,rr - SUBCONTRACTOR'S WARRANTY 017839 PROJECT RECORD DOCUMENTS 3 017900 DEMONSTRATION AND TRAINING 4 DIVISION 02 EXISTING CONDITIONS(NOT USED) DIVISION 03 CONCRETE 033000 CAST-IN-PLACE CONCRETE 20 me BLRB ARCHITECTS 04/02/13 • TACOMA,WASHINGTON PAGE: 000110-2 am MEADOW CREST PLAYGROUND SECTION 000110 PROJECT NO. 11.12.116 TABLE OF CONTENTS to DIVISION 04 MASONRY 042000 UNIT MASONRY 21 DIVISION 05 METALS 051200 STRUCTURAL STEEL FRAMING 11 rr 053100 STEEL DECKING 5 055000 METAL FABRICATIONS 17 air DIVISION 06 NOT USED DIVISION 07 THERMAL AND MOISTURE PROTECTION r� 071113 BITUMINOUS DAMPPROOFING 4 071900 WATER REPELLENTS 6 075419 POLYVINYL—CHLORIDE(PVC)ROOFING 11 076200 SHEET METAL FLASHING AND TRIM 11 079200 JOINT SEALANTS 6 DIVISION 08 OPENINGS 081113 HOLLOW METAL DOORS AND FRAMES 9 084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 11 087100 FINISH HARDWARE 11 ow DIVISION 09 FINISHES 099600 HIGH PERFORMANCE COATINGS 7 .rr 099623 GRAFFITI-RESISTANT COATINGS 6 DIVISION 10 SPECIALTIES 101423 PANEL SIGNAGE 9 102800 TOILET BATH AND LAUNDRY ACCESSORIES 6 rr DIVISION 11 EQUIPMENT(NOT USED) DIVISION 12 FURNISHINGS «.r 129300 SITE FURNISHINGS 3 DIVISION 13 SPECIAL CONSTRUCTION(NOT USED) DIVISION 20 MECHANICAL SPECIFICATIONS 200000 GENERAL MECHANICAL REQUIREMENTS 13 DIVISION 21 FIRE SUPPRESSION SPECIFICATIONS(NOT USED) 11111 BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 000110-3 err MEADOW CREST PLAYGROUND SECTION 000110 rrir, PROJECT NO. 11.12.116 TABLE OF CONTENTS is DIVISION 22 PLUMBING SPECIFICATIONS 220523 VALVES FOR PLUMBING PIPING 2 NI 220529 HANGERS AND SUPPORTS FOR PLUMBING EQUIPMENT 6 220719 PIPING INSULATIONS 6 221116 DOMESTIC WATER PIPE AND FITTINGS 3 or 221300 SOIL,WASTE,&VENT PIPING SYSTEM 3 224000 PLUMBING FIXTURES 7 as DIVISION 23 HEATING,VENTILATING,AND AIR CONDITIONING SPECIFICATIONS 230529 HANGERS AND SUPPORTS FOR HVAC PIPING&EQUIPMENT 6se 233113 STEEL DUCTWORK 9 233423 EXHAUST FANS 2 vs DIVISION 26 ELECTRICAL SPECIFICATIONS 260000 ELECTRICAL GENERAL CONDITIONS 16 260010 EXCAVATION AND BACKFILL FOR ELECTRICAL UNDERGROUND 'm UTILITIES 5 260519 WIRES AND CABLES 4 is 260526 GROUNDING 2 260532 OUTLET AND PULL BOXES 4 260533 RACEWAY 4 is 262416 PANELBOARDS 4 262419 MOTOR CONTROLLERS 4 so 262726 SWITCHES AND RECEPTACLES 4 265000 LIGHTING 8 DIVISION 27 COMMUNICATION SPECIFICATIONS to DIVISION 28 SAFETY AND SECURITY SPECIFICATIONS is DIVISION 31 EARTHWORK arm � imx 311000 SITE CLEARING AND SITE DEMOLITION 8 tie 312000 EARTH MOVING 19 312513 EROSION CONTROL 245 so DIVISION 32 EXTERIOR IMPROVEMENTS 320190 TREE PROTECTION 8 321313 CONCRETE PAVING 12 si 321540 CRUSHED ROCK PAVING 6 321816 PLAY PAD PAVEMENT MARKING 3 is 321819 SYNTHETIC TURF 6 321822 POROUS STONE BASE&DRAINAGE SYSTEM FOR SYNTHETIC TURF 5 Nu BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 000110-4 MEADOW CREST PLAYGROUND SECTION 000110 PROJECT NO. 11.12.116 TABLE OF CONTENTS ow DIVISION 32 EXTERIOR IMPROVEMENTS(Cont'd) 321840 POURED IN PLACE RESILIENT MATTING 5 323119 CHAINLINK FENCE 6 328000 IRRIGATION 13 329113 SOD LAWN 5 329250 SOIL PREPARATION 5 329550 PLAYGROUND EQUIPMENT 7 329551 CATERPILLAR PLAYGROUND SCULPTURE 2 329552 CLIMBING WALL PLAYGROUND SCULPTURE 2 woo DIVISION 33 UTILITIES 331100 FACILITY WATER DISTRIBUTION PIPING 11 ar 333000 FACILITY SANITARY SEWERS 7 334100 STORM UTILITY DRAINAGE PIPING 9 334600 SUBDRAINAGE 4 rr a awr SW .�r SW BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 000110-5 MEADOW CREST PLAYGROUND SECTION 000115 PROJECT NO. 11.12 DRAWING INDEX SITE AND LANDSCAPING L0.0 COVER SHEET L0.1 GENERAL NOTES&ABBREVIATIONS L1.0 EXISTING CONDITIONS L 1.1 ALTERNATES PLAN to L2.0 OVERALL SITE PLAN L2.1 NORTH SITE PLAN ENALRGEMENT L2.2 SOUTH SITE PLAN ENLARGEMENT au L2.3 CLIMBING AREA LAYOUT ENLARGEMENT L2.4 NORTH PLAYGROUND EQUIPMENT LAYOUT-BASE BID&ALTERNATE 1A L2.5 SOUTH PLAYGROUND EQUIPMENT LAYOUT-BASE BID&ALTERNATE 1A&2A „y,,, L2.6 NORTH PLAYGROUND EQUIPMENT LAYOUT-BASE BID&ALTERNATE 1B L2.7 SOUTH PLAYGROUND EQUIPMENT LAYOUT-BASE BID&ALTERNATE lB&2B L2.8 GATEWAY ENLARGEMENTS ar L2.9 POURED-IN-PLACE SURFACING ENLARGEMENT PLAN L3.0 OVERALL GRADING PLAN L3.1 NORTH GRADING PLAN ENLARGEMENT L3.2 SOUTH GRADING PLAN ENLARGEMENT L3.3 CLIMBING WALL AREA GRADING PLAN ENLARGEMENT L4.0 PLANTING NOTES&PLANT SCHEDULE dig L4.1 PLANTING PLAN L5.0 SITE DETAILS- 1 L5.1 SITE DETAILS-2 L5.2 SITE DETAILS-3 L5.3 SITE DETAILS-4 L5.4 SITE DETAILS- 5 L5.5 SITE DETAILS-6 L5.6 SITE DETAILS-7 L5.7 CLIMBING WALL-ALTERNATE 6 L5.8 CATERPILLAR CLIMBER-ALTERNATE 5 I1.0 IRRIGATION PLAN I1.1 IRRIGATION DETAILS ARCHITECTURAL A2.0 RESTROOM BUILDING FLOOR PLANS,ELEVATIONS AND SECTIONS to A2.1 RESTROOM BUILDING INTERIOR ELEVATIONS A3.0 PICNIC SHELTER PLANS,ELEVATIONS AND SECTIONS CIVIL C1.0 TESC AND DEMOLTION PLAN C1.1 TESC NOTES&DETAILS or C2.0 UTILITY PLAN C2.1 UTILITY DETAILS rir STRUCTURAL S1.0 RESTROOM AND PICNIC SHELTER GENERAL NOTES S1.1 RESTROOM AND PICNIC SHELTER GENERAL NOTES •++ S1.2 RESTROOM AND PICNIC SHELTER GENERAL NOTES BLRB ARCHITECTS 03/18/13 TACOMA,WASHINGTON PAGE: 000115- 1 MEADOW CREST PLAYGROUND SECTION 000115 PROJECT NO. 11.12 DRAWING INDEX S1.3 RESTROOM AND PICNIC SHELTER GENERAL NOTES S2.0 RESTROOM AND PICNIC SHELTER FRAMING PLANS S3.0 RESTROOM AND PICNIC SHELTER FOUNDATION DETAILS S3.1 RESTROOM AND PICNIC SHELTER FRAMING DETAILS MECHANICAL M1.01 MECHANICAL LEGEND AND SCHEDULES M2.01 MECHANICAL FLOOR PLANS AND DETAILS ELECTRICAL E1.00 SITE PLAN,LEGEND AND FIXTURE SCHEDULE E2.00 ELECTRICAL PLAN,ONE-LINE DIAGRAM AND PANEL SCHEDULE am ma UI ma to BLRB ARCHITECTS 03/18/13 TACOMA,WASHINGTON PAGE: 000115-2 rr� MEADOW CREST PLAYGROUND SECTION 000200 or PROJECT NO. 11.12.116 BID FORM-PART 1 BID FORM—PART 1 rir Project: Meadow Crest Playground 3000 NE 16th Street Renton,WA 98056 TO: Renton School District No.403 Capital Projects Office 7812 South 124th Street air Seattle,WA 98178 SUBMITTED BY: Bidder's Name: OFFER: In response to your Invitation to Bid for the above referenced Project, the Undersigned states that it has the personnel, qualifications, expertise and means to complete the Work in a timelymanner and proposes to furnish all labor,equipment, P P P P and materials to perform the Work required by the Contract Documents in strict accordance with the Contract Documents for the firm and fixed price set forth below. The Undersigned further certifies that: it has carefully examined and is fully familiar with all provisions of the Contract Documents, including any Addenda thereto; it has carefully checked all of the words and figures which comprise this Bid; and it has fully satisfied itself as to the nature, location, difficulty,character,quality,and quantity of the Work required by air the Contract Documents and the conditions and other matters that may be encountered at or in the vicinity of the site, or that may affect performance of the Work or the cost or difficulty thereof. The Undersigned proposes to perform the Base Bid Work for the following sum: BASE BID: se Dollars ($ )Figures DO NOT INCLUDE SALES TAX IN ANY PRICE IN THIS BID FORM. rr Amount shall be shown in both words and figures. In case of discrepancy, the amount shown in figures shall govern. For code compliance reasons the State of Washington requires that public work bid forms delineate costs for trench safety systems on trench excavations that exceed four feet in depth. On the following line,please indicate costs for such safety measures as required by the Washington Industrial Safety and Health Act, Chapter 49.17 RCW. These costs are included in the Base Bid(s). TRENCH SAFETY COSTS °e DOLLARS($ ) r�r BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200- 1 MEADOW CREST PLAYGROUND SECTION 000200 vi+. PROJECT NO. 11.12.116 BID FORM—PART 1 ALTERNATE BIDS: Undersigned agrees Owner has right to accept Alternate Bids in any order or combination,and to determine the low Bidder on the basis of the sum of the Base Bid and the Alternate Bids accepted. The Owner retains the right to accept Alternate Bid items at the price bid within forty-five(45)days after the Agreement is executed. 9.r The undersigned proposes to perform the work called for in the following Alternate Bids as defined in Specification Section 012300 for additive or deductive sums indicated(not including state and local taxes): The Bidder must encircle each alternate as either an"ADD"amount or a"DEDUCT'amount. ALTERNATE BIDS .r 1A. Alternate Bid No 1A:Provide Play Equipment(By Landscape Structures) Words: Dollars mms Figures: $ (ADD/DEDUCT) 1B. Alternate Bid No 1B: Provide Play Equipment(By Playworld Systems) mom Words: Dollars Figures: $ (ADD/DEDUCT) 2A. Alternate Bid No 2A: Provide Boulder Climber(By Landscape Structures) Words: Dollars Figures:$ (ADD/DEDUCT) 2B. Alternate Bid No 2B:Provide Boulder Climber(By Playworld Systems) Words: Dollars rr� Figures: $ (ADD/DEDUCT) 3. Alternate Bid No 3: Provide Synthetic Turf and Drainage System in lieu of sod aim Words: Dollars Figures: $ (ADD/DEDUCT) 4. Alternate Bid No 4: Provide Picnic Shelters and Tables Words: Dollars Figures:$ (ADD/DEDUCT) err 5. Alternate Bid No 5: Provide Caterpillar Climber Words: Dollars arr Figures:$ (ADD/DEDUCT) BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200-2 au MEADOW CREST PLAYGROUND SECTION 000200 PROJECT NO. 11.12.116 BID FORM—PART 1 6. Alternate Bid No 6: Provide Climbing Wall with Slides aro Words: Dollars oar Figures:$ (ADD/DEDUCT) OVERHEAD AND PROFIT: All sums,amounts,and prices to be listed in this Bid Form include overhead and profit. moo SUBCONTRACTOR LISTING AND OTHER BID FORM PART 2 REQUIREMENTS: THE BIDDER SHALL LIST SUBCONTRACTORS ON BID FORM PART 2 AND SHALL TIMELY SUBMIT OTHER BID FORM PART 2 ATTACHMENTS. IF THE LISTED SUBCONTRACTORS VARY BASED ON BID ALTERNATES,THE BIDDER MUST SO INDICATE ON BID FORM PART 2. CONTRACT,BOND,AND INSURANCE CERTIFICATES: If the Undersigned is notified of the acceptance of this Bid within forty-five (45) calendar days after the time set for opening of bids("Bid Date"), it agrees to execute and deliver to the Owner the Agreement Between Owner and Contractor in the form provided by the Owner, for a compensation computed as the sum of the Base Bid and any Alternates selected by the Owner,and to furnish the bond,insurance certificates and other documents as required by the Contract Documents. TIME OF COMPLETION: The Undersigned agrees, if awarded the Contract, to achieve Substantial Completion of the Work as described in Specification Section 011000,Summary of Work. err LIQUIDATED DAMAGES: The Bidder, by submitting its Bid, represents that it has reviewed and agrees with the Owner that the liquidated damages au specified in the Contract Documents are a reasonable estimate of the costs and damages to the Owner that would be incurred if the Contractor fails to achieve Substantial Completion within the Contract Time. ors BID SECURITY: 5%of the Base Bid rri The Undersigned further agrees that the Bid security accompanying this Bid shall be left in escrow with the Owner. The Bid security constitutes a pledge that the Bidder will, within the time period required, enter into the Contract with the Owner in the form provided and on the terms stated in its Bid and will furnish the payment and performance bonds, certificates of insurance, and all other documents required in the Contract Documents. Should the Bidder fail or refuse to enter into the Contract or fail or refuse to furnish such documents, the amount of the Bid security shall be forfeited to the Owner as liquidated damages,not as a penalty. drr APPRENTICES: The Undersigned understands that, pursuant to RCW 39.04.320, the Contractor will be required to achieve apprentice rir participation of at least fifteen percent (15%) of the total construction labor hours and that further information on this requirement is contained in the statute and the Contract Documents. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200-3 rir MEADOW CREST PLAYGROUND SECTION 000200 Arr PROJECT NO. 11.12.116 BID FORM—PART 1 PREVAILING WAGE: It is the responsibility of the bidder to go online to the L&I web page to verify they have the most current prevailing wages at time of bid.: http://www.lni.wa.gov/TradesLicensing/PrevW age/W ageRates/default.asp air ADDENDA: Receipt of the following Addenda is hereby acknowledged and all costs of the Work therefore have been included in the Base Bid and/or Alternate Bid(s),as applicable. Addendum No. Dated rr' Addendum No. Dated Addendum No. Dated go Addendum No. Dated rr Addendum No. Dated Addendum No. Dated rr The Undersigned acknowledges receipt of the Contract Documents, including Drawings and Project Manuals, for RENTON SCHOOL DISTRICT entitled Meadow Crest Playground,dated April 2.2013. AS A CONDITION OF SUBMITTING THIS BID,THE UNDERSIGNED CERTIFIES THAT: 1. It will hold its Bid open for forty-five(45)calendar days from the date designated for receipt of bids; 2. If awarded the Contract, to duly execute and deliver to RENTON SCHOOL DISTRICT NO. 403 the Contract, together with all required Post Bid Information,within ten(10)days from the date of Notice of Intent to Award the Contract, and to deliver all required surety bonds and certificates of insurance to the District within ten (10) days oso after execution of the Contract; 3. It will commence Work under the Contract upon receipt of a written Notice to Proceed and complete the Work in accordance with the Contract; rrr 4. It will perform the Work in accordance with the Contract, which consists of the AGREEMENT BETWEEN OWNER AND CONTRACTOR, GENERAL, SPECIAL, SUPPLEMENTAL AND ANY OTHER CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, SPECIFICATIONS,DRAWINGS,and all Addenda thereto;other "m documents listed in the Agreement and modifications to the Contract issued after execution of the Contract; 5. It will comply with the current King County prevailing wages pursuant to RCW 39.12 and King County prevailing wages for apprenticeship pursuant to 39.04.320; 6. It is a registered contractor with RCW 18.27; 7. It will comply with RCW 70.92,Aged and Physically Handicapped; 8. It will comply with RCW 28A.400.330,Crimes Against Children; 9. It has a current state unified business identifier number; 10. It has industrial insurance coverage for its employees working in Washington as required by Title 51 RCW; 11. It has an employment security department number as required in Title 50 RCW; BLRB ARCHITECTS 04/02/13 air RENTON SCHOOL DISTRICT PAGE: 000200-4 aim MEADOW CREST PLAYGROUND SECTION 000200 PROJECT NO. 11.12.116 BID FORM—PART 1 12. It has a state excise tax registration number as required in Title 82 RCW;and rr 13. It is not disqualified from bidding on any public works contract under RCW 39.06.010 (unregistered or unlicensed contractors)or RCW 39.12.065(3)(prevailing wage violations). THE UNDERSIGNED CERTIFIES THAT THEY ARE AUTHORIZED TO BIND THE LEGAL ENTITY MAKING THIS PROPOSAL. Date: arr Name of Firm: dit Bidder's Signature: Bidder's Printed Name: Title: Street Address: City: State: Zip Code: air Telephone Number: Fax Number: STATE OF WASHINGTON CONTRACTOR'S NO: FEDERAL ID NO: ra DEPARTMENT OF LABOR&INDUSTRY REG.NO: WASHINGTON STATE DEPARTMENT OF REVENUE NO: as NOTE: IF A BIDDER IS A CORPORATION,WRITE STATE OF INCORPORATION;AND IF A PARTNERSHIP OR A JOINT VENTURE,GIVE FULL NAMES AND ADDRESSES OF ALL PARTNERS BELOW. A. (If Corporation)—State of Incorporation: B. (If Partnership or Joint Venture)—List all Partners: 1.Name: a. Address: 2.Name: a. Address: 3. Name: a. Address: ger BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200-5 ewr err MEADOW CREST PLAYGROUND SECTION 000200 yr PROJECT NO. 11.12.116 BID FORM—PART 1 err 4. Name: a. Address: rw 5. Name: a. Address: rr END OF BID FORM PART 1 AN air air so dal are tat ego rr ar+ BLRB ARCHITECTS 04/02/13 me RENTON SCHOOL DISTRICT PAGE: 000200-6 rr rrr MEADOW CREST PLAYGROUND SECTION 000200 PROJECT NO. 11.12.116 BID FORM—PART 2 BID FORM-PART 2 Project: Meadow Crest Playground 3000 NE 16th Street Renton,WA 98056 TO: Renton School District No.403 Capital Projects Office 7812 South 124th Street Seattle,WA 98178 SUBMITTED BY: Bidder's Name: as Bid Form — Part 2 including the following information shall be submitted within one (1) hour after the specified time for Receipt of Bids. all BID SECURITY The Undersigned has attached the required Bid Security to this Bid Form(see Attachment No. 1). ACCOUNTING COST ITEMS The undersigned has estimated the probable cost of the items listed below as shown. It is understood that these prices are not Alternate Bids and may not be separately deleted from the contract using the prices below. These prices are for the Owner's special accounting purposes and will not be part of the Owner's review and evaluation for award of the contract. The following prices are my estimate of probable cost for the Accounting Cost Items listed below: «ir ACCOUNTING ITEM DESCRIPTION PROBABLE COST arr Accounting Item A Demolition $ Accounting Item B New Construction $ el Accounting Item C Off-site Work(Work beyond property lines) $ ,.r Do not include Sales Tax in any of the accounting cost items CONTRACTOR'S BID BOND tam The Undersigned has attached the required Contractor's Bid Bond (see Attachment No1). NON-COLLUSION AFFIDAVIT The Undersigned has attached the required Non-Collusion Affidavit(see Attachment No.2). CONTRACTOR QUALIFICATION FORM oar The Undersigned has attached the required Contractor Qualification Form(see Attachment No.3). LIST OF SUBCONTRACTORS The Undersigned has attached the required List of Subcontractors(see Attachment No.4) rrr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200-7 rn MEADOW CREST PLAYGROUND SECTION 000200 PROJECT NO. 11.12.116 BID FORM—PART 2 THE UNDERSIGNED CERTIFIES THAT THEY ARE AUTHORIZED TO BIND THE LEGAL ENTITY MAKING THIS PROPOSAL. rr� Date: al Name of Firm: Bidder's Signature: Bidder's Printed Name: Title: Street Address: City: rrr State: Zip Code: �r. Telephone Number: STATE OF WASHINGTON CONTRACTOR'S NO: FEDERAL ID NO: DEPARTMENT OF LABOR&INDUSTRY REG.NO: rrr WASHINGTON STATE DEPARTMENT OF REVENUE NO: NOTE: IF A BIDDER IS A CORPORATION,WRITE STATE OF INCORPORATION;AND IF A PARTNERSHIP OR A JOINT VENTURE,GIVE FULL NAMES AND ADDRESSES OF ALL PARTNERS BELOW. A. (If Corporation)—State of Incorporation: dir B. (If Partnership or Joint Venture)—List all Partners: 1.Name: a. Address: rir 2.Name: a. Address: 3. Name: a. Address: 4. Name: a. Address: 5. Name: BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200-8 41111 MEADOW CREST PLAYGROUND SECTION 000200 PROJECT NO. 11.12.116 BID FORM—PART 2 a. Address: Aft ATTACHMENTS: Include the following Attachments with your Bid Form-Part 2 ❑ Contractor's Bid Bond (Attachment No. 1) ❑ Non-Collusion Affidavit (Attachment No.2) ❑ Contractor Qualification Form (Attachment No. 3) ❑ List of Subcontractors(Attachment No.4) END OF BID FORM PART 2 air BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200-9 Ass virraimmummo wa MEADOW CREST PLAYGROUND SECTION 000200 PROJECT NO. 11.12.116 ATTACHMENT NO. 1: CONTRACTOR'S BID BOND ATTACHMENT NO. 1 CONTRACTOR'S BID BOND Meadow Crest Playground RENTON SCHOOL DISTRICT NO.403,KING COUNTY,WASHINGTON KNOW ALL BY THESE PRESENTS: That we, , as Principal, and , as Surety, are jointly and severally held and firmly bound unto the Renton School District No. 403,hereinafter called the Obligee, each in the penal sum of five percent(5%)of the Total Bid of the Principal for the Work, this sum not to exceed DOLLARS ($ ) of lawful money of the United States, for the payment whereof unto the Obligee, the Principal and Surety jointly and severally bind themselves forever firmly by these presents. rr WHEREAS, the Principal is herewith submitting its offer for the fulfillment of ra NOW THEREFORE, the condition of this obligation is such that if the Principal is awarded the Contract, and if the Principal, within the time specified, fulfills all of the requirements of the Contract Documents which are conditions precedent to the execution of the Contract, enters into, executes and delivers to the Obligee an agreement on the form provided herein complete with evidences of insurance, and if the Principal,within the time specified, gives to the Obligee the performance and payment bond on the form provided herein,then this obligation shall be void;otherwise,the Principal and Surety will pay unto the Obligee the difference in money between the total amount of the bid of the Principal and the amount for which the Obligee legally contracts with another party to fulfill the Contract if the latter amount be in excess of the former,but in no event shall the Surety's liability exceed the penal sum hereof. AND IT IS HEREBY DECLARED AND AGREED that the Surety shall be liable under this obligation as Principal,and that nothing of any kind or nature whatsoever that will not discharge the Principal shall operate as a discharge or a release ail of liability of the Surety. IT IS HEREBY FURTHER DECLARED AND AGREED that this obligation shall be binding upon and inure to the benefit of the Principal, the Surety and the Obligee and their respective heirs, executors, administrators, successors and le assigns. SIGNED AND SEALED this day of ,20 arr Principal: Surety: By: By: so Title: Title: Address: Address: ar City/Zip: City/Zip: Tel: Tel: NOTE: A power of attorney must be provided which appoints the surety's true and lawful attorney-in-fact to make, execute,seal and deliver this Bid Guaranty Bond. air BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200- 10 rr EARLY CHILDHOOD LEARNING CENTER SECTION 000200 PROJECT NO. 11.12 ATTACHMENT NO. 2: NON-COLLUSION AFFIDAVIT ATTACHMENT NO.2 err NON-COLLUSION AFFIDAVIT voi State of Washington ) )ss County of ) I, , being first duly sworn, deposes and says that he or she is of the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person,partnership, company association, organization, or corporation, that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded,conspired,connived,or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly,sought by agreement,communication or conference with anyone to fix the bid price of the Bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract;that all statements contained in the bid are true; and further, that the Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof,or the contents thereof,or divulged information or data relative thereto,or paid,and will not pay,any fee to or any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof,to effectuate a collusive or sham bid,or to restrain competition. rr Bidder By rrr Title ema Address rr Subscribed and sworn to before me this day of ,20 rr Printed Name ar Notary Public in and for the State of Washington Residing at BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200- 11 rr EARLY CHILDHOOD LEARNING CENTER SECTION 000200 PROJECT NO. 11.12 ATTACHMENT NO. 3: CONTRACTOR'S QUALIFICATION FORM .lr ATTACHMENT NO.3 sr CONTRACTOR'S QUALIFICATION FORM Page 1 of 6 (Return with Bid Form) FROM: ("Contractor") (Contractor's name) ra (address) da REGARDING: ("Project") err To assist in consideration of its bid on the("Project")for the Owner, the Contractor hereby certifies under oath that the information provided below is true and complete. °e 1. Structure of Contractor a. The Contractor has been in business as a contractor for years. rr b. The Contractor has been in business under its present business name for years. c. The Contractor has operated under the following other names: a rr sir rr a a. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200- 12 a all EARLY CHILDHOOD LEARNING CENTER SECTION 000200 PROJECT NO. 11.12 ATTACHMENT NO. 3: CONTRACTOR'S QUALIFICATION FORM rr d. If the Contractor is(check appropriate box) tea o a corporation,please state: do State of incorporation: Date of incorporation,please state: President's name: Other officer's name(s): o a partnership,please state: Date of organization: Type of partnership(if applicable): Name(s)of general partner(s): o individually owned,please state: arr Date of organization: 11111 Name of owner: ❑a joint venture,please state: Names of joint venture partners: rrs Date of joint venture agreement: e. The Contractor has been registered as a contractor for in the State of Washington for years. trr 2. Licenses rid a. Please list the Contractor's registration or license numbers,states and trade categories: Number State Trade Category orr rr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200- 13 EARLY CHILDHOOD LEARNING CENTER SECTION 000200 PROJECT NO. 11.12 ATTACHMENT NO. 3: CONTRACTOR'S QUALIFICATION FORM 3. Experience a. Please list the types of work the Contractor normally performs with its own forces. b. Please state the types of work the Contractor will perform with its own forces on the Project and the approximate percentage of the Contract Sum(Base Bid)that this work represents. rrri c. Please list the construction projects the Contractor has in progress. Please include the name of each dill project,the owner(including contact information for the owner's representative),architect,location, contract amount,percent complete and scheduled completion date. aw rr d. Please list all projects whose contract sum exceeded$2 million that the Contractor has completed in the past five years. Please include the name of project, location,the owner(including contact information for the owner's representative),architect,contract amount,date of completion and percentage of the cost of the work performed with Contractor's own forces. Will rr e. To the extent not listed above,please list the school projects the Contractor has completed in the past five years with a contract price in excess of$400,000. Please include the name of project, location,state- funding aspect,the owner(including contact information for the owner's representative),architect, wrr contract amount,date of completion and percentage of the cost of the work performed with Contractor's own forces. BLRB ARCHITECTS 04/02/13 so RENTON SCHOOL DISTRICT PAGE: 000200- 14 EARLY CHILDHOOD LEARNING CENTER SECTION 000200 PROJECT NO. 11.12 ATTACHMENT NO. 3: CONTRACTOR'S QUALIFICATION FORM f. What is the average annual gross revenue of construction work the Contractor performed during the past five years? Please list the construction experience(includingrole,names and dates of projects)and present g• P P j ) commitments of the individuals who will be involved in managing or supervising the Project. WIN 4. Disputes (If the answer to any of the questions below is yes,please attach details.) a. Has the Contractor ever failed to complete any project? ❑yes o no ail b. Are there any judgments,claims,arbitration proceedings or litigation pending or outstanding against the Contractor or its officers? o yes o no c. Has the Contractor been a party to any litigation or arbitration relating to construction projects within the last five years? o yes ❑no d. Has the Contractor been subject to action by any state or federal agency, such as WISHA,OSHA,or the Washington State Department of Labor&Industries? ire o yes o no Es e. Within the last five years,has any officer or principal of the Contractor been an officer or principal of another entity when it failed to complete a construction contract? rrr ❑yes o no BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200- 15 EARLY CHILDHOOD LEARNING CENTER SECTION 000200 PROJECT NO. 11.12 ATTACHMENT NO. 3: CONTRACTOR'S QUALIFICATION FORM 5. References a. Bank References: b. Surety: Name of bonding company: uir Name and address of agent: CONTRACTOR By: Its: err wr as BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200- 16 EARLY CHILDHOOD LEARNING CENTER SECTION 000200 PROJECT NO. 11.12 ATTACHMENT NO. 4: LIST OF SUBCONTRACTORS ATTACHMENT NO.4 LIST OF SUBCONTRACTORS 411111 On projects with an expected construction cost of one million dollars($1,000,000)or more,the Bidder shall submit with its Bid a list of Subcontractors with whom the Bidder,if awarded the Contract,will contract directly for the Work of heating, ventilating and air conditioning(HVAC),plumbing as described in RCW 18.106 and electrical as described in RCW 19.28. ° If the Bidder intends to self-perform any of the above-referenced categories of Work,it must name itself for each such category of Work. If the Bidder does not name a Subcontractor for a category,it will be presumed that the Bidder intends to perform the category of Work through a lower-tier Subcontractor. wr The Bidder shall not list more than one(1)Subcontractor for a particular category,unless a Subcontractor will vary based on an Alternate Bid,in which case the Bidder shall identify the Subcontractor to be used based on the Alternate. In accordance with RCW 39.30.060,failure of a Bidder to submit as part of the Bid the names of such proposed HVAC, plumbing,and electrical Subcontractors or to name itself to perform such Work or the naming of two or more Subcontractors to perform the same Work shall render the Bidder's Bid non-responsive and,therefore,void The following list of Subcontractors is provided: fir Category of Work Subcontractor HVAC Mil Plumbing Electrical WIN The above list will vary based on the Alternate Bids as indicated below. tar Category of Work Alternate Bid No(s). Subcontractor {err The Undersigned certifies that the above information is true and correct. to By: (print name) Date: rrr END OF DOCUMENT rr rrr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000200- 17 Ea. AIA -� Document AIOITM - 2007 Standard Form of Agreement between Owner and Contractor where the basis of payment is a Stipulated Sum tan I AGREEMENT made as of the day of in the year Two Thousand and Thirteen (In words, indicate day, month and year) BETWEEN the Owner: (Name, address and other information) This document has important Renton School District No.403 legal consequences. Capital Projects Office Consultation with an attorney Facilities,Operations&Maintenance Center is encouraged with respect to its completion or modification. 7812 South 124th Street Seattle,WA 98178-4830 AIA Document A201""'-2007, General Conditions of the Contract for Construction,is and the Contractor: adopted in this document by (Name, address and other information) reference. Do not use with other general conditions unless this document is modified. ems for the following Project: (Name, location and detailed description) Meadow Crest Plavaround ami 1800 Index Avenue NE Renton,WA 98056 The Architect: NO (Name, address and other information) BLRB srr 1250 Pacific Avenue,Suite 700 Tacoma,WA 98402 The Owner and Contractor agree as follows. urr r1r AIA Document A101 TM'--2007. Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.B.Copyright Law and International Treaties.Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:23:22 on 1/23/2013 under Order No.7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton--25636203.1 (1715689525) rr aillil 11111 TABLE OF ARTICLES me 1 THE CONTRACT DOCUMENTS 2 THE WORK OF THIS CONTRACT Mk 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM lib 5 PAYMENTS No 6 DISPUTE RESOLUTION 7 TERMINATION OR SUSPENSION a 8 MISCELLANEOUS PROVISIONS 9 ENUMERATION OF CONTRACT DOCUMENTS iii 10 INSURANCE AND BONDS ARTICLE 1 THE CONTRACT DOCUMENTS gi The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other Conditions,as revised),Drawings,Specifications,Addenda issued prior to execution of this Agreement,other documents listed in this Agreement and Modifications issued after execution of this Agreement,all of which form iii the Contract,and are as fully a part of the Contract as if attached to this Agreement or repeated herein.The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations, representations or agreements,either written or oral.An enumeration of the Contract Documents,other than a Modification,appears in Article 9. •i ARTICLE 2 THE WORK OF THIS CONTRACT I The Contractor shall fully execute the entire Work described in the Contract Documents,except as specifically iii indicated in the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION I §3.1 The date of commencement of the Work shall be the date fthi A L unless..diff rent date is stated um in a nNotice to frProceed issued by the Owner. (Insert the date of commencement if it dyers from the date of this Agreement or, if applicable, state that the date will be fixed in a notice to proceed.) a I As provided in the Contract Documents. If,prior to the commencement of the Work,the Owner requires time to file mortgages and other security interests, iiii the Owner's time requirement shall be as follows: I N/A an I §3.2 The Contract Time shall be measured from the date of commencement as provided in the notice to proceed. t later♦1.an §3.3 The Contractor shall achieve Substantial Completion and Final Completion of the entire Worker as follows: MI (Insert number of calendar days.Alternatively, a calendar date may be used when coordinated with the date of commencement. If appropriate, insert requirements for earlier Substantial Completion of certain portions of the Work) rio AIA Document A101 T"--2007. Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 2 reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the III ' maximum extent possible under the law.This document was produced by AIA software at 11:23:22 on 1/23/2013 under Order No.7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton--25636203.1 (1715689525) a Portion of WeF aI� The Contractor shall achieve Substantial Completion as provided in the Contract Documents,subject to adjustments of this Contract Time as provided in the Contract Documents,and shall achieve Final Completion no later than Forty- ono Five(45)days thereafter. The Project site will be under other construction during the entire course of the Work,with general contractor Porter Brothers Construction,Inc.constructing the Early Childhood Learning Center. Contractor is responsible to coordinate its Work with Porter Brothers Construction,Inc.at no cost to the Owner. (Insert provisions, if any,for liquidated damages relating to failure to achieve Substantial Completion on time or for bonus payments for early completion of the Work) The Owner will assess,and the Contractor will be responsible for,liquidated damages in the amount of$1,000.00 per day for each calendar day beyond the Contract Time that Substantial Completion is not timely achieved,and $1,000.00 per day for each calendar day beyond forty-five(45)days after Substantial Completion of the Work that Final Completion is not achieved. The Contractor and Owner agree that the liquidated damages amounts are not penalties and are a reasonable estimation of actual damages to the Owner,as of this date of Agreement,based on the inherent uncertainty and lou difficulty in calculating and quantifying damages caused by delays in the construction of school district facilities. ARTICLE 4 CONTRACT SUM ono §4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the Contract.The Contract Sum shall be Dollars($ )plus Washington State and local sales tax,subject to additions and deductions as provided in the Contract Documents. §4.2 The Contract Sum is based upon and includes the following alternates,if any,which are described in the Contract Documents and are hereby accepted by the Owner: (State the numbers or other identification of accepted alternates.If the bidding or proposal documents permit the Owner to accept other alternates subsequent to the execution of this Agreement, attach a schedule of such other alternates showing the amount for each and the date when that amount expires.) See Exhibit'A',attached to this Agreement. §4.3 Unit prices, if any;these descriptions are summary in nature,and the scope of this work is described in the Contract Documents: (Ident and state the unit price;state quantity limitations, if any, to which the unit price will be applicable.) Item Units and Limitations Price Per Unit itrl See Exhibit'A',attached to this Agreement. §4.4 Allowances included in the Contract Sum,if any: lir (Identibl allowance and state exclusions, if any,from the allowance price.) Item Price See Exhibit'A',attached to this Agreement. ARTICLE 5 PAYMENTS §5.1 PROGRESS PAYMENTS §5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for rrr Payment issued by the Architect,the Owner shall make progress payments on account of the Contract Sum to the Contractor as provided below and elsewhere in the Contract Documents. rr §5.1.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month, or as follows: AIA Document A101 T'"--2007. Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 3 reproduction or distribution of this AlAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:23:22 on 1/23/2013 under Order No.7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton--25636203.1 (1715689525) irr irr I See the Contract Documents. §5.1.3 ' tThe Owner shall make payment of the certified amount to the Contractor as provided in the Contract Documents. _ rlr (Federal,state or local laws may require payment within a certain period of time.) IN §5.1.4 Each Application for Payment shall be based on the most recent approved sSchedule of''Values submitted by the Contractor in accordance with the Contract Documents.The sSchedule of'Values shall allocate the entire Contract Sum among the various portions of the Work as specified in the Contract Documents.The sSchedule of 4Values shall be prepared in such form and supported by such data to substantiate its accuracy as the Architect may require.This schedule,unless objected to by the Architect,shall be used as a basis for reviewing the Contractor's Applications for Payment. tw §5.1.5 Applications for Payment shall show the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. §5.1.6 Subject to other provisions of the Contract Documents,the amount of each progress payment shall be computed as follows: .1 Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage completion of each portion of the Work by the share of the total Contract Sum allocated to that portion of the Work in the sSchedule of'Values,less retainage of five percent ( 5.00% ).Pending final determination of cost to the Owner of changes in the Work,amounts not in dispute mayshal-1 be included as provided in Section 7.3.9 of AIA Document A201Tf&2007,General Conditions of the Contract for Construction,as revised; .2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and suitably stored at the site for subsequent incorporation in the completed construction(or,if approved in advance by the Owner,suitably stored,identified,protected,and insured off the site at a location agreed upon in writing),less retainage of five percent ( 5.00% ); .3 Subtract the aggregate of previous payments made by the Owner;and .4 Subtract amounts,if any,for which the Architect or the Owner has withheld or nullified a Certificate for Payment as provided in Section 9.5 of AIA Document A201-2007,as revised. NO §5.1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the following circumstances: NO .1 Add,upon Substantial Completion of the Work,which requires the successful completion of functional testing of all commissioned systems,a sum sufficient to increase the total payments to ninety-six percent(96%) f the Contract Sum(see Section 9.2.5 of the A201 au regarding the final four percent(4%)of the Contract Sum to be paid after Substantial Completion), less such amounts as the Architect shall determine for incomplete Work in excess of the amount allocated under Section 9.2.5 of the A201-2007,as revised,statutory retainage applicable to such work,and-unsettled claims,and other amounts specified in the Contract Documents;and .2 Add, if Final eCompletion of the Work is thereafter materially delayed through no fault of the am Contractor,any additional amounts payable in accordance with Section 9.10.3 of AIA Document A201-2007,as revised. §5.1.8 Reduction or limitation of retainage,if any,shall be as follows: rrt (If it is intended,prior to Substantial Completion of the entire Work, to reduce or limit the retainage resulting from the percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above, and this is not explained elsewhere in the Contract Documents, insert here provisions for such reduction or limitation.) Or AIA Document A101 TM--2007. Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 4 reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the NO maximum extent possible under the law.This document was produced by AIA software at 11:23:22 on 1/23/2013 under Order No.7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton--25636203.1 (1715689525) NO I Per statute and the Contract Documents. leo §5.1.9 Except with the Owner's prior written approval,the Contractor shall not make advance payments to suppliers for materials or equipment which have not been suitably delivered,-and stored,identified,and protected at the site. al §5.2 FINAL PAYMENT §5.2.1 Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the Contractor when is .1 the Contractor has fully performed the Contract except for the Contractor's responsibility to correct Work as provided in Section 12.2.2 of AIA Document A201-2007,as revised,and to satisfy other requirements, if any,which extend beyond final payment;and .2 a final Certificate for Payment has been issued by the Architect.and ism .3 Final Acceptance by the Owner's Board of Directors has occurred. §5.2.2 The Owner's final payment to the Contractor shall be made no later than forty-five(45)days after No completion of all requirements for Final Acceptance listed in the A201-2007 General Conditions,as revised.the I §5.2.3 Retainage shall be paid according to statute and the Contract Documents. AO ARTICLE 6 DISPUTE RESOLUTION §6.1 INITIAL DECISION MAKER The Architect will serve as Initial Decision Maker pursuant to Section 15.2 of AIA Document A201-2007,as dii revised unless the parties appoint below another individual,not a party to this Agreement,to serve as Initial Decision Maker. (If the parties mutually agree, insert the name, address and other contact information of the Initial Decision Maker, sir if other than the Architect.) None. is §6.2 BINDING DISPUTE RESOLUTION For any Claim subject to,but not resolved by,mediation pursuant to Section 15.3 of AIA Document A201-2007 as revised,the method of binding dispute resolution shall be as follows: so (Check the appropriate box.If the Owner and Contractor do not select a method of binding dispute resolution below, or do not subsequently agree in writing to a binding dispute resolution method other than litigation, Claims will be resolved by litigation in a court of competent jurisdiction.) di ( ] Arbitration pursuant to Section 15.4 of AIA Document A201 2007 [ X] Litigation in a court of competent jurisdiction dii { ] Other(Spec ) No ARTICLE 7 TERMINATION OR SUSPENSION §7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document ,ir, I A201-2007,as revised. I §7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2007,as revised. ill ARTICLE 8 MISCELLANEOUS PROVISIONS §8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2007 or another Contract INis Document,the reference refers to that provision as revised and as amended or supplemented by other provisions of the Contract Documents. AIA Document A101 TM--2007. Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 5 sm reproduction or distribution of this AIA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the ' maximum extent possible under the law.This document was produced by AIA software at 11:23:22 on 1/23/2013 under Order No.7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton--25636203.1 (1715689525) ow am §8.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated avo below,or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is located. (Insert rate of interest agreed upon, if any.) rrs IPayments due and unpaid under the Contract Documents shall bear interest as specified by RCW 39.76,not to exceed the Bank of America prime plus two percent per annum, so §8.3 The Owner's representative: (Name, address and other information) Calvin Gasaway ft Greene Gasaway Architects PLLC P.O.Box 4158 Federal Way,WA 98063 mii (253)941-4937 §8.4 The Contractor's representative: (Name, address and other information) 1w ow mi I §8.5 Neither the Owner's nor the Contractor's representative shall be changed without ten(10)days written notice to the other party. wit §8.6 Other provisions: N/A iii ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS §9.1 The Contract Documents,except for Modifications issued after execution of this Agreement,are enumerated in the sections below. iii §9.1.1 The Agreement is this executed AIA Document A101-2007,Standard Form of Agreement Between Owner and Contractor,as revised. me §9.1.2 The General Conditions are AIA Document A201-2007,General Conditions of the Contract for Construction,as revised. mil §9.1.3 The Supplementary and other Conditions of the Contract are contained in the Project Manual dated ,2013: rim BesamentSection Title Pages ee §9.1.4 The Specifications are those contained in the Project Manual and are as follows: (Either list the Specifications here or refer to an exhibit attached to this Agreement.) oil Title of Specifications exhibit: AIA Document A101 TM'--2007. Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 6 reproduction or distribution of this AlAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the Ili maximum extent possible under the law.This document was produced by AIA software at 11:23:22 on 1/23/2013 under Order No.7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton--25636203.1 (1715689525) gi Section Title Pages See Exhibit'B',attached to this Agreement. §9.1.5 The Drawings are those referenced in the Drawing Sheet Index and are as follows: (Either list the Drawings here or refer to an exhibit attached to this Agreement.) Title of Drawings exhibit: rir Number Title Pages See Exhibit`C',attached to this Agreement. §9.1.6 The Addenda, if any: rr Number Date Pages Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements are also enumerated in this Article 9. §9.1.7 Additional documents,if any,forming part of the Contract Documents: .1 AIA Document E201T" 2007,Digital Data Protocol Exhibit,if completed by tho parties,or the fellewing: .2 Other documents,if any,listed below: (List here any additional documents that are intended to form part of the Contract Documents.AIA SIN Document A201-2007 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They should be listed here only if intended to be part of the Contract Documents.) +rir Exhibit A—Alternates,Units Prices,and Allowances Exhibit B—Project Manual Index Exhibit C—Drawing Sheet Index ARTICLE 10 INSURANCE AND BONDS The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article 11 of AIA Document A201-2007,as revised. (State bonding requirements, if any, and limits of liability for insurance required in Article 11 of AIA Document A201-2007.) rr Type of insurance or bond Limit of liability or bond amount($0.00) See Revised General Conditions See Revised General Conditions wr rrr atr AIA Document A101 TM--2007. Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American init. Institute of Architects.All rights reserved.WARNING:This AlA©Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 7 reproduction or distribution of this AIA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:23:22 on 1/23/2013 under Order No.7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton--25636203.1 (1715689525) This Agreement entered into as of the day and year first written above. Renton School District No.403 OWNER(Signature) CONTRACTOR(Signature) (Printed name and title) (Printed name and title) I i a a 1111 i S AIA Document A101 TM--2007. Copyright©1915,1918,1925,1937,1951,1958,1961,1963,1967,1974,1977,1987,1991,1997 and 2007 by The American Init. Institute of Architects.Ali rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties.Unauthorized 8 reproduction or distribution of this AlA®Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:23:22 on 1/23/2013 under Order No.7113328287_1 which expires on 04/26/2013,and is not for resale. (1715689525) User Notes:Renton--25636203.1 dill Exhibit A Alternates, Units Prices, and Allowances ACCEPTED ALTERNATES .y UNIT PRICES AND ALLOWANCES None. Exhibit A Renton School District A-1 Exhibit B Project Manual Index as aria 1111 dill Exhibit B Renton School District B-1 .r� rill Exhibit C Drawing Sheet Index INN AIM WM NO Mill Exhibit C Renton School District C-1 MEADOW CREST PLAYGROUND SECTION 000510 PROJECT NO. 11.12.116 CONTRACTOR'S BOND OFFICIAL FORM RENTON SCHOOL DISTRICT NO.403, KING COUNTY, STATE OF WASHINGTON Meadow Crest Playground KNOW ALL MEN BY THESE PRESENTS: That we, , As Principal and , a corporation, organized and existing under and by virtue of the laws of the State of , and legally doing business in the State of Washington, as Surety, are held and firmly bound and obligated unto the State of Washington, and Renton School District No. 403, in the full and just sum of Dollars, lawful money of the United States, for the payment of which sum well and truly to be made, we a„ do bind Principal and Surety, our and each of our heirs, executors and administrators, successors and assigns,jointly and severally, firmly by these presents. This bond is executed in pursuance of Chapter 39.08, Revised Code of Washington. THE CONDITIONS OF THIS OBLIGATION ARE SUCH, That whereas the Principal entered into a certain contract with Renton School District No. 403, a municipal corporation dated the day of , 201 as for NOW, THEREFORE, if the Principal shall faithfully perform all the provisions of such contract and pay all laborers, mechanics and subcontractors and material men, and all persons who shall supply such person or persons, or subcontractors, with provisions and supplies for the carrying on of such work, then this obligation is void; otherwise to remain in full force and effect. Provided, however, that the conditions of this obligation shall not apply to any money loaned or advanced to the Principal or to any subcontractor or other person in the performance of any such work. air Signed and Sealed this day of , 201 Countersigned: (Seal) Principal Secretary Approved as to Form: (Seal) Surety By Attorney in Fact HR BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000510- 1 a. MEADOW CREST PLAYGROUND SECTION 000515 PROJECT NO. 11.12.116 BIDDER'S CHECKLIST This list is only partial and is prepared for the Contractor's convenience. This list shall not be construed to alleviate the Contractor of formalities and requirements of the bidding documents. REVIEW 1. All bidding documents. 2. All existing site conditions. 3. Addenda issued. SUBMIT 1. Form of Proposal—Part 1. 2. Form of Proposal—Part 2. a. Contractor's Proposal Bond. air b. Non-Collusion Affidavit c. Contractor's Qualifications Form. d. Subcontractor List. RETURN OF BID DOCUMENTS 1. Return bidding documents to ARC. END OF BIDDER'S CHECK LIST aul err BLRB ARCHITECTS 03/18/13 RENTON SCHOOL DISTRICT PAGE: 000515— 1 orr MEADOW CREST PLAYGROUND SECTION 000520 PROJECT NO. 11.12.116 ESCROW AGREEMENT AI Escrow Date: Contract No: District funds only Account No: Project: MEADOW CREST PLAYGROUND To: (Bank or Trust Company) (Branch) (Street) (City) (Zip Code) r�r The undersigned, hereinafter referred to as the Contractor, has directed Renton School District No. 403, hereinafter referred to as the Agency, to deliver to you its warrants or checks which shall be payable to you and the Contractor jointly. Such warrants or checks are to be held and disposed of by you in accordance with the following instructions and upon the terms and conditions hereinafter set forth. INSTRUCTIONS 1. The Agency shall deliver to you from time to time checks or warrants payable jointly to you and the r Contractor. You are hereby authorized by the Contractor to endorse in the Contractor's name any such check or warrant so that you may receive the proceeds thereof and invest the same. The power of endorsement hereby granted to you by the Contractor shall be deemed a power coupled with an interest and shall be irrevocable during the term of this Escrow. Although you may be a payee named in such warrants or checks as shall be delivered to you ,, your duties and responsibilities with respect to the same shall be only those duties and responsibilities which a depository bank would have pursuant to Article 4 of the Uniform Commercial Code of the State of rr Washington for an item deposited with it for collection as of the date such check or warrant shall be used by you to purchase, as directed by the Contractor, bonds or other securities chosen by the Contractor and approved by you, and the School District. For the purpose of each such purchase, you may follow the last written direction received by you from the Contractor, provided such direction otherwise conforms with the restrictions on investments recited herein. Attached is a list of such bonds, or other securities approved by the Agency. No further approval is necessary if any of these bonds or securities except stocks, maybe selected by the Contractor, subject to express written approval of you and the School District. Purchase of such bonds or other securities shall be in a form which shall allow you alone to reconvert such bonds or other securities into money if you are required to do so by the Fiscal Officer as provided in paragraph 4 of this Escrow Agreement. NW The investments selected by the Contractor, approved by the School District and purchased by you must mature on or prior to the date set for the completion of the contract, including extensions thereof of thirty days following the final acceptance of said improvement or work. 2. When and as interest on the securities held by you pursuant to this agreement accrues and is paid, you shall collect such interest and forward it to the Contractor at the address designated below unless with your written consent you are otherwise directed in writing by the Contractor. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000520— 1 +rr �r► ON EARLY CHILDHOOD LEARNING CENTER SECTION 000520 PROJECT NO. 11.12 ESCROW AGREEMENT 3. You are not authorized to deliver to the Contractor all or any part of the securities held by you pursuant to this agreement (or any monies derived from the sale of such securities, or the negotiation of the Agency's warrants or checks) except in accordance with written instructions from the Fiscal Officer for the Agency. The Fiscal Officer shall inform you and keep you informed in writing of the name of the person or persons with authority to give you such written instructions. Compliance with such instructions shall relieve you of any further liability related thereto. The estimated completion date on the contract underlying this Escrow Agreement is . Upon request by you, the School District shall advise you in writing of any change in the estimated completion date. If the estimated completion date is changed, you are authorized to reinvest the monies held hereunder in accordance with the new estimated completion date. 4. In the event the Fiscal Officer orders you to do so in writing, and notwithstanding any other provisions of this agreement, you shall, within thirty-five (35) days of receipt of such order, reconvert into money the securities held by you pursuant to this agreement and return such money r�r together with any other monies, including accrued interest on such securities, held by you hereunder, to the Agency. 5. The Contractor agrees to pay you as compensation for your services hereunder as follows: Payment of all fees shall be the sole responsibility of the Contractor and shall not be deducted from any property placed with you pursuant to this agreement until and unless the Fiscal Officer directs the release to the Contractor of the securities and monies held hereunder whereupon you shall be granted a first lien upon such property released and shall be entitled to reimburse yourself from such property for the entire amount of your fees and any unanticipated amounts which might be owing as provided for herein. In the event that you are made a party to any litigation with respect to the property held by you hereunder, or in the event that the conditions of this escrow are not promptly fulfilled or that you are required to render any services not provided for in these instructions, or that there is any assignment of the interests of this escrow or any modification hereof, you shall be entitled to reasonable compensation for such extraordinary services from the Contractor and reimbursement from the Contractor for all costs and expenses including attorney fees occasioned by default, delay, controversy or litigation. 6. Should you at any time and for any reason desire to be relieved of you obligation as escrow holder hereunder, you shall give written notice to the Agency and the Contractor. The Agency and Contractor shall, within 20 days of the receipt of such notice, jointly appoint a successor escrow holder and instruct you to deliver all securities and funds held hereunder to said successor. If you are not notified of the appointment of the successor escrow holder within 20 days, you may return the subject matter hereof to the Agency, and upon so doing, it absolves you from all further charges and obligations in connection with this Escrow. 7. This Agreement shall not be binding until executed by the Contractor and the Agency and accepted ,l by you. 8. This instrument contains the entire agreement between you, the Contractor and the Agency with mis respect to this Escrow and you are not a party to nor bound by any instrument or agreement other BLRB ARCHITECTS 02/22/13 RENTON SCHOOL DISTRICT PAGE: 000520-2 is MEADOW CREST PLAYGROUND SECTION 000520 PROJECT NO. 11.12.116 ESCROW AGREEMENT than this; you shall not be required to take notice or demand, nor be required to take any action whatever except as herein expressly provided; you shall not be liable for any loss or damage not caused by your own negligence or willful misconduct. 9. The foregoing provisions shall be binding upon the assigns, successors, personal representatives rr and heirs of the parties hereto. The undersigned have read and hereby approve the instructions as given governing the administration of this Escrow and do hereby execute this Agreement on this day of 201 RENTON SCHOOL DISTRICT No. 403 (Contractor) By: By: (Title) (Address) The above Escrow instructions received and accepted this_day of 201 err (Bank or Trust Company) By: (Authorized Signature) BONDS AND SECURITIES ACCEPTABLE BY AGENCY 1. Bill, Certificates, notes or bonds of the United States. 2. Other obligations of the United States or its agencies. 3. Obligations of any corporation wholly owned by the Government of the United States. 4. Indebtedness of the Federal National Mortgage Association. 5. Time deposits in commercial banks. DESIGNATED BELOW THE TYPE OF INVESTMENTS SELECTED gis END OF ESCROW AGREEMENT gill wr lel BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000520-3 arr MEADOW CREST PLAYGROUND SECTION 000525 PROJECT NO. 11.12.16 PREVAILING WAGE RATES w,r Section 2 of WAC 296-127-011 states that for all contracts, except building services maintenance contracts, the Prevailing Wage Rates which are in effect on the date when the bids by the Prime Contractor are required to be submitted to the Contract Awarding Public Agency are the prevailing wage rates which must be paid for the duration of the contract. en The Washington State Prevailing Wage Rates for Public Works Contracts are hereby made a part of this Contract whether or not herein included. Contractor shall verify apprenticeship requirements as required by the Contract Documents. Department of Labor&Industries website is https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx. eaM A copy of the Prevailing Wages Rates is attached and may be secured from: State of Washington Department of Labor and Industries Prevailing Wage Section PO BOX 44540 Olympia, WA 98504-4540 360-902-5335 *Note: actual information will be provided at time of bid document issuance END OF SECTION 000525 rr iMit �.r err BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000525— 1 rr rrF MEADOW CREST PLAYGROUND SECTION 000526 PROJECT NO. 11.12.116 JOURNEYMAN PREVAILING WAGE RATES Section 2 of WAC 296-127-011 states that for all contracts, except building services maintenance contracts, the Prevailing Wage Rates which are in effect on the date when the bids by the Prime Contractor are required to be submitted to the Contract Awarding Public Agency are the prevailing wage rates which must be paid for the duration of the contract. The following is a list of the Journeyman Prevailing Wage Rates as required per RCW 39.12.020 and as furnished by the State Of Washington Department of Labor and Industries (Employment Standards Section)for King County, effective 04/16/12. Contractor to verify current Prevailing Wages Rates. Contractor shall verify apprenticeship requirements as required by the Contract Documents. Department of Labor&Industries website is https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx . A copy of the Prevailing Wages Rates is attached and may be secured from: State of Washington Department of Labor and Industries Prevailing Wage Section PO BOX 44540 Olympia, WA 98504-4540 360-902-5335 END OF SECTION 000526 �rw �.r rr rrr ■r aw air BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000526- 1 https://fortress.wa.gov/1ni/wagelookup/prvWagelookup.asp Mir MN State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 1111 PO Box 44540, Olympia, WA 98504-4540 di Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less au than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. di Journey Level Prevailing Wage Rates for the Effective Date: 2/25/2013 - Count Trade Job Classification Wage Holiday Overtime Note King Asbestos Abatement Workers Journey Level $40.83 5D 1H King Boilermakers Journey Level $60.24 5N NEM MI King Brick Mason Brick And Block Finisher 5A King Brick Mason Journey Level $49.07' in King Brick Mason Pointer-Caulker-Cleaner $49.07 5A IRE King Buildin• Service Emrto ees Janitor $19.98 IN Buildin• Service Em OD ees Traveling Waxer/shampooer $20.39 King Buildin• Service Em'to ees Window Cleaner (Scaffold) IMEMINIME King Buildin• Service Emote) ees Window Cleaner(non-scaffold) $23.66' MN King Cabinet Makers {In Shop) Journey Level King Carpenters Acoustical Worker $49.57 5D ME — till King Carpenters Bridge, Dock And Wharf $49.57 5D Carpenters King Carpenters Carpenter $49.57 5D MI rw King Carpenters Carpenters on Stationary Tools $49.70 5D 1M King Carpenters Creosoted Material $49.67 5D 1M King Carpenters Floor Finisher $49.57 5D 1M ,rr, King Carpenters Floor Layer $49.57 5D NM King Carpenters Scaffold Erector $49.57 5D ' 1M as King Cement Masons Journey Level $50.13 7A 1M King Divers a Tenders Diver $100.28 5D 1M 8A King Divers It Tenders Diver On Standby $56.68 5D wry — King Divers 1*Tenders Diver Tender MS 5DInil King Divers a Tenders Surface Rcv &t Rov OperatorBEE 5D 1M s King Divers It Tenders Surface Rcv R Rov Operator $48.67 5A 1B Tender King Dredge Workers Assistant Engineer $49.57 5D 1T 8L as King Dredge Workers Assistant Mate(deckhand) $49.06 5D 1T 8L ................_....__................. III https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx ow King Dredge Workers Engineer Welder $49.62 5D 1T 8L King Dredge Workers Leverman, Hydraulic $51.19 5D ME 8L King Dredge Workers Maintenance $49.06 5D ME BL .. as King Dredge Workers Mates And Boatmen $49.57 5D _ King Dredge Workers Oiler $49.19 5D 8L iis King D all A.•licator Journey Level $49.74 5D Ma King Drywall Tapers Journey Level $49.79 5P King Electrical Fixture Maintenance Journey Level $25.08 5L illa No Workers King Electricians- Inside Cable Splicer $62.74im 111111112111 King Electricians - Inside Cable Splicer (tunnel) $67.45 King Electricians - Inside Certified Welder $60.61 11111111,11 King Electricians- Inside Certified Welder (tunnel) $65.10 1lEnllrll ill King Electricians- Inside Construction Stock Person $33.69 11111111112111 King Electricians - Inside Journey Level $58.47 King Electricians- Inside JourneyLevel (tunnel) $62.74 King Electricians Motor Sho. Craftsman IMIEN in iii King Electricians- Motor Sho. Journey Level $14.69 King Electricians- Powertine Cable Splicer $64.95 5A 4A Construction mg King Electricians- Powerline Certified Line Welder $59.37 4A Construction .........._. King Electricians- Powerline Groundperson $42.16 5A 4A am Construction King Electricians- Powertine Head Groundperson $44.50 4A Construction ma King Electricians- Powerline Heavy Line Equipment Operator $59.37 5A 4A Construction King Electricians - Powerline Jackhammer Operator $44.50 5A iii Construction King Electricians Powertine Journey Level Lineperson $59.37 4AINN Construction King Electricians - Powerline Line Equipment Operator $49.95 5A 111111 Construction ___ lo King Electricians- Powertine Pole Sprayer $59.37 5A Construction King Electricians Powerline Powderperson $44.50 4A iiii Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic M 7D 4A Ea King Elevator Constructors Mechanic In Charge $82.00 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $14.15 5B rwii Products Work Only King Fence Erectors Fence Erector $15.1811111' Journey11111 Level $34.61 7A ow King naggers ari n I'1c/lni 1 1A.n'7 AAA https://fortress.wa.gov/lni/wagelookup/prvWagelookup.asp mi King Glaziers Journey Level $52.76 7L 1Y King Heat Et Frost Insulators And Journeyman $56.93 MI 1 S all Asbestos Workers King Heatin' El ui•ment Mechanics Journey Level $68.52=1111=1 King Hod Carriers a Mason Tenders Journey Level 7A MN OM da King Industrial Engine And Machine Journey Level $15.65 11 Mechanics all King Industrial Power Vacuum Journey Level $9.24 ............ Cleaner King Inland Boatmen Boat Operator $52.32 5B IIIIIIIIII< an King Inland Boatmen Cook $48.89, 5B Mill King Inland Boatmen Deckhand $48.96 5B NM ail King Inland Boatmen Deckhand Engineer $49.95 5B MI King Inland Boatmen Launch Operator $51.16 5B Ma King Inland Boatmen $51.16 5B NM MO King Inspection/Cleaning/Seating Of Cleaner Operator, Foamer $31.49 III Sewer &Water Systems By Operator Remote Control aill King Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 Sewer & Water Systems By Remote Control AN King Inspection/Cleaning/Sealing Of Head Operator $24.91 MI Sewer & Water Systems By Remote Control MI King Inspection/Cleaning/Sealing Of Technician $19.33 El Sewer & Water Systems By al Remote Control King ns.ection/Cleanin./Sealin. Of Tv Truck Operator $20.45 11111 zra-ir.&m.: c rapist:a lig dir t-11. - fit • King Insulation A.slicators Journey Level $49.57 5D Mil King Ironworkers Journeyman $59.02 10 wor King Laborers Air, Gas Or Electric Vibrating $40.83 7A Screed King Laborers Airtrac Drill Operator Eln 7A or King Laborers Ballast Regular Machine $40.83 7A King Laborer Batch Weighman $34.61 7A MN NO King Laborers Brick Pavers $40.83 King Laborers Brush Cutter $40.83 7A Urn King Laborers Brush Hog Feeder $40.83 7A UWE am King Laborers Burner $40.83 7A MEM King Laborers Caisson Worker $42.111 7A all King Laborers Carpenter Tender $40.83 7A IIIrtAill King Laborers Caulker $40.83 7A Mill King Laborers Cement Dumper-paving $41.59 7A 2Y an _ King Laborers Cement Finisher Tender $40.83 7A 2Y , am —,„ I hops://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx wil King Laborers Change House Or Dry Shack $40.83 7A 2Y King Laborers Chipping Gun (under 30 Lbs.) $40.83 7A Illralmimmigiuos PP g Chi in Lbs. And Over) $41.59 7A ow King Laborers Gun(30 .....__... 7A WM King Laborers Choker Setter $40.83 King Laborers Chuck Tender $40.83 7A ow Spreader Laborers ClaryPower S reader $41.59 MIMSIIIe King Laborers Clean-up Laborer $40.83 7A ow King Laborers Concrete Dumper/chute $41.59 7A ala Operator King Laborers Concrete Form Stripper $40.83 7A NM ro King Laborers Concrete Placement Crew $41.59 11111111,11 King Laborers Concrete Saw Operator/core $41.59 7A Driller En Ill King Laborers Crusher Feeder $34.61= King Laborers Curing Laborer $40.83 King Laborers Demolition: Wrecking a Moving $40.83 7A (incl. Charred Material) King Laborers Ditch Digger $40.83 7A ow King Laborers Diver M7A NM King Laborers Drill Operator $41.59 7A MI (hydraulic,diamond) ow King Laborers Dry Stack Walls $40.83 7A arall _. ..._. ..._ King Laborers D mp ' on $40.83 7Aat King Laborers Epoxy Technician $40.83 7A Erosion Control Worker $40.83 1110111111211111 King Laborers King Laborers Faller a : I .•i .w $41.59 7A 2 ow King Laborers Fine Graders $40.83 7A NM WM King Laborers Firewatch $34.61 7A 111,111113111 ow King Laborers Form Setter $40.83 King Laborers Gabian Basket Builders $40.83 King Laborers General Laborer $40.83 King Laborers Grade Checker a Transit Person MINKIIIM King Laborers Grinders $40.83 2Y King Laborers Grout Machine Tender $40.83 7A 2Y King Laborers Groutmen (pressure)including $41.59 7A 2Y Post Tension Beams ow King Laborers Guardrail Erector $40.83 7A 1.201 King Laborers Hazardous Waste Worker (level $42.11 7A ow A) King Laborers Hazardous Waste Worker (level $41.59 7A B) moo King Laborers Hazardous Waste Worker (level $40.83 7A C) EN King Laborers High Scaler MEMEIIIIIM ow iii n in inn1'} 1n.n'7 nra https://fortress.wa.gov/lni/wageloolcup/pryWageloolcup.asp sir King Laborers Jackhammer $41.59 7A 2Y King Laborers Laserbeam Operator $41.59 7A WM r■ Kin Laborers_rers Maintenance Person $40.83 7A NM ................ King Laborers Manhole Builder-mudman $41.59 7A - rr King Laborers Material Yard Person $40.83 7A King Laborers Motorman-dinky Locomotive $41.59 7A MN King Laborers Nozzleman (concrete Pump, $41.59 7A am Green Cutter When Using Combination Of High Pressure Air Ft Water On Concrete E: all Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $41.59 7A 1111.0.311 _ ma King Laborers Pilot Car $34.61 7A 11.01.11 King Laborers Pipe Layer Lead len 7A ilimmiLimall .r King Laborers Pipe Layer/tailor $41.59 7A IIIIIMMI King Laborers Pipe Pot Tender $41.59 King Laborers Pipe Reliner $41.59 7A arli am King Laborers Pipe Wrapper $41.59 7A King Laborers Pot Tender $40.83 7A 2Y - King Laborers Powderman112111111/111 2Y King Laborers Powderman's Helper $40.83 7A 2Y King Laborers Pmmaower Jacks $41.59 7A Ell King Laborers Railroad Spike Puller - Power $41.59 7A ._............... King Laborers Raker -Asphalt 7A mam King ',(,abDrerg King Laborers Remote Equipment Operator $41.59 7A King Laborers Rigger/signal Person ern ....__ $41.59 ........... King Laborers Rip Rap Person $40.83 7A King Laborers Rivet Buster $41.59 7A MII au King Laborers Rodder $41.59 King Laborers Scaffold Erector $40.83 immumin King Laborers Scale Person $40.83 7A King Laborers Sloper (over 20") $41.59 7A NM - King Laborers Sloper Sprayer $40.83WEI Nil King Laborers Spreader(concrete) $41.59 7A WM King Laborers Stake Hopper $40.83 ow King Laborers Stock Piler $40.83 7A 1111211 King Laborers Tamper £t Similar Electric, Air£t $41.59 7A 2Y Gas Operated Tools - King Laborers Tamper (multiple £t $41.59 7A 2Y Self-propelled) King Laborers Timber Person - Sewer (lagger, $41.59 7A 2Y .. Shorer Et Cribber) am S nf1R r https://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx No King Laborers Toolroom Person (at Jobsite) $40.83 7A 2Y King Laborers Topper $40.83 7A NIMI au King Laborers Track Laborer $40.83 7A King Laborers Track Liner (power) $41.59 7A King Laborers Traffic Control Laborer $37.01 7A 8R so King Laborers Traffic Control Supervisor $37.01 7A ME 8R King Laborers Truck Spotter $40.83 7A ME King Laborers Tugger Operator $41.59 7A NM so ....._..... IQ King Laborers Tunnel Work-Compressed Air $55.89 Worker 0-30 psiso King Laborers - Tunnel Work-Compressed Air $60.92 7A Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $64.60 N, ow Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $70.30 7A Worker 54.01-60.00 psi im King Laborers Tunnel Work-Compressed Air 7A N Worker 60.01-64.00 psi so King Laborers Tunnel Work-Compressed Air 7A N. Worker 64.01-68.00 psi 1111111 King Laborers Tunnel Work-Compressed Air $79.42 7AMa so N. Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $81.42 7A N Worker 70.01-72.00 psi so King Laborers Tunnel Work-Compressed Air $83.42 7A Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $42.21 7A N. MI Tender King Laborers Tunnel Work-Miner 7A N OM rr King Laborers Vibrator $41.59 King Laborers Vinyl Seamen $40.83 7A llMOM King Laborers Watchman $31.46 7A Ma rrr King Laborers Welder $41.59 Well Point Laborer $41.59 King Laborers --- so King Laborers Window Washer/cleaner $31.46 King Laborers - Underground Sewer General Laborer Et Topman $40.83 7A 11111 a Water ma King Laborers - Underground Sewer Pipe Layer $41.59 7A &t Water _ _ King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 iss Installers King Landscape Construction Landscape Equipment Operators $28.17 11111 Or Truck Drivers aro King Landscape Construction Landscaping or Planting $17.87 Laborers , King E- I Journey Level $49.74 5D 1/950011 10:07 AM 1000 King Marble Setters Journey Level » | King Metal Fabrication In om ~.~ .~ ,,King, Metal.Fa.bri cation,, In, S11h 0 Laborer- $9.78 King Metal Fabrication in Shoo Machine Operator $13.04 WA King Metal Fabrication In Shot Painter King Metal Fabrication In Shot Welder $15. King Millwright Journey --'-' $^" "' ,..King Modular Bui[diniRs Cabinet Assembly $11.56 King Modular Buildings Electrician do King Modular Buitdin-s Equipment Maintenance $11.56 King Modular Buildin-s Plumber $11.56 Kin - Modular Buildin-sProduction Worker King Modular Buildings utility Person $11.56 King Painters Journey Level 6Z 2B Kin —,~ Pile Driver Journey Level $49'82 King Plasterers Journey Level $48.23 King Playground Et Park Equipment Journey Level $9.19 |Installers King Asphalt Plant -r----- ~~' ~^ King Power E 4 ui s ment 0 9 erators Assistant Engineer $48.62' 8P King Power, E 4 ui#ment 0 s erators Barrier Machine (zipper) $51.40 7A do King |Power E .4ui am-ent Oserators.... ,,....Batch Plant Operator, Concrete $51.40 7A 8P Kin�� - Power Equipment/ Operators _-- _._-- Demolition~ +`�."� �� X � 8P . � �Equipment King Power Equipment Operators ,".,g, JPower E 4 ui,,#ment 0 erators Bump Cutter $51.,Q 7A 8P ' ,King Power ______ _,,.~,,~ C,",,""x" $a/ o9 7A 8P � Chipper --' _ �= �P , »King��� Power ^-.'~^~'. ~~"""", Compressor.,., �^m.u� �� 8P h �King |Power Equipment Operators Concrete Pump: Truck Mount $51.89 IA 8p With Boom Attachment Over 43 � 8 Y � � — f '~ »King |Power Equipment Operators Concrete Finish Machine -laser 82- " � | ' � nc ' ser �4O 7u 8p ^ Screed -- U r-----r--------- ---------__�-_ __- _ vKing |Power Equipment Operators Concrete Pump 'Mounted Or ��\gQ �� DP --o � � Trailer High Pressure Line Pump, � Pump High Pressure. � King |Power Equipment Operators Concrete Pump: Truck c�r mp� Mount �51'4D �� | 3[ 8P � � -- | -- -- � @Mth8omn��ttachmentUpTb / | �w 4Zm � « ' --- - '-'`" hops://fortress.wa.gov/lni/wagelookup/prvWagelookup.aspx r King Power Equipment Operators Conveyors $50.98 7A 3C 8P King Power Equipment Operators Cranes: 20 Tons Through 44 Tons $51.40 7A 3C 8P With Attachments um King Power Equipment Operators Cranes: 20 Tons Through 44 Tons $51.40 7A 3C 8P With Attachments Overhead, Bridge Type Crane: 20 Tons ma Through 44 Tons King 1 Power Equipment Operators Cranes: 100 Tons Through 199 $52.44 7A 3C 8Pmu Tons, Or 150'Of Boom (including Jib With King Power Equipment Operators Cranes: 100 Tons Through 199 $52.44 7A 3C 8P Irr Tons, or 150'of boom (including jib with attachments); Overhead, bridge type, 100 tons I. and over; Tower crane up to 175'' in height, base to boom. 1 King Power Equipment Operators Cranes: 200 Tons To 300 Tons, Or $53.01 7A 3C 8Pum 250' Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: 45 Tons Through 99 $51.89 7A 3C 8P so Tons, Under 150'Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $48.62 7A 3C 8P Under King Power Equipment Operators Cranes: Friction 100 Tons $53.01 7A 3C 8P lili Through 199 Tons King Power Equipment Operators Cranes: Friction Over 200 Tons $53.57 7A 3C 8P King Power Equipment Operators Cranes: Over 300 Tons Or 300'Of $53.57 7A 3C 8P 011 Boom (including Jib With Attachments) King Power Equipment Operators Cranes: Through 19 Tons With $50.98 7A 3C 8P Oil Attachments A-frame Over 10 Tons King 'Power Equipment Operators Crusher $51.40 7A 3C 8P um King Power Equipment Operators Deck Engineer/deck Winches $51.40 7A 3C 8P (power) or King Power Equipment Operators Derricks, On Building Work $51.89 7A 3C 8P King Power Equipment Operators Dozer Quad 9, HD 41, D10 and $51.89 7A 3C 8P Over mu King Power Equipment Operators Dozers D-9 £t Under $50.98 7A 3C 8P King Power Equipment Operators Drill Oilers: Auger Type, Truck $50.98 7A 3C 8P Or Crane Mount so King Power Equipment Operators Drilling Machine $51.40 7A 3C 8P King Power Equipment Operators Elevator And Man-lift: $48.62 7A 3C 8P so Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $51.40 7A 3C 8P Gamaco a Similar Equipment rr la ,-)/7cP)n12 1n•n7 AM https://fortress.wa.gov/Ini/wagelookup/pnVagelookup.asin King Power Equipment Operators Forklift: 3000 Lbs And Over With $50.98 7A 3C 8P Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $48.62 7A 8P Attachments King Power Equipment Operators Grade Engineer: Using Blue $51.40 7A 3C 8P dill Prints, Cut Sheets, Etc King Power E brnent°aerators Gradechecker/stakeman $48.62 7A 3C 8P King Power Ed ill*Meat 0 aerators Guardrail Punch $51.40 7A 3C 8P King Power E.ui•ment°aerators Guardrail Punch/Auger $51.40 7A MI 8P King Power Equipment Operators Hard Tail End Dump Articulating $51.89 7A 8P Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail End Dump Articulating $51.40 7A I 8P Off-road Equipment Under 45 Yards King Power Equipment Operators Horizontal/directional Drill $50.98 7A I 8P Locator King Power Equipment Operators Horizontal/directional Drill $51.40 7A I 8P Operator de King Power Equipment Operators Hydralifts/boom Trucks Over 10 $50.98 7A 3C 8P Tons so King Power Equipment Operators Hydralifts/boom Trucks, 10 Tons $48.62 7A 3C 8P And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et 7A I 8P Over King Power Equipment Operators Loader, Overhead, 6 Yards. But $51.89 7A I 8P Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 P$51.40 7A 8P Yards King Power Etuiament Operators Loaders, Plant Feed $51.40 7A 1 8P King Power El ui ament°aerators Loaders: Elevating Type Belt $50.98 7A ME 8P King Power El ui*merit Os rators Locomotives, All $51.40 7A NM 8P •" King Power Eaulament°aerators Material Transfer Device $51.4011=1I 8P King Power Equipment Operators Mechanics, All (leadmen - $0.50 $52.44 7 I8P Per Hour Over Mechanic) King Power Eauiament()aerators Mixers: Asphalt Plant $51.40 7A L 8P King Power Equipment Operators Motor Patrol Grader - $50.98 7A I 8P Non-finishing King Power bui•ment()aerators Motor Patrol Graders, Finishing $51.89 7A 1 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel $51.891 7A 11111 8P Drill, Boring, Road Header And/or Shield King Power Equipment Operators Oil Distributors, Blower $48.62 7A 3C 8P de Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And $50.98 7A 3C 8P Manlifts), Air Tuggers,strato 41.1 A -el 0 https://fortress.wa.gov/1ni/wagelookup/prvWagelookup.aspx rir King Power Equipment Operators Overhead, Bridge Type Crane: 20', $51.40 7A 3C 8P Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 Tons 7A 8P w And Over King Power Equipment Operators Overhead, Bridge Type: 45 Tons $51.89 8P Through 99 Tons go King Power Equipment Operators Pavement Breaker $48.62 7A allall 8P King Power Equipment Operators Pile Driver (other Than Crane $51.40 7A 8P to Mount) King Power E.ui.ment Operators Plant Oiler -Asphalt, Crusher $50.98 7A 8P King Power Equipment 0•-rators Posthole Digger, Mechanical $48.621111111M1 8P to King Power E.ui 0ment O.-rators Power Plant $48.62 7A WO 8P King Power E•ui.ment 0.-rators Pumps - Water $48.62 7A IIIMIN 8P err King Power Equipment Operators Quad 9, Hd 41, D10 And Over $51.89 7A MN 8P King Power Equipment Operators Quick Tower - No Cab, Under $48.62 7A M 8P 100 Feet In Height Based To sr Boom King Power Equipment Operators Remote Control Operator On $51.89 7A 8P Rubber Tired Earth Moving ro Equipment King Power Equipment Operators Rigger And Bellman $48.62 7A Mill 8P King Power Equipment Operators Rollagon $51.89 7A MI 8P ok King Power Equipment Operators Roller, Other Than Plant Mix $48.62 7A MN 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $50.98 7A 8P go Materials King Power E.ui pment Oa-rators Roto-mill, Roto-grinder $51.40 7A IIMI 8P King Power Equipment Operators Saws - Concrete $50.98 7A IIKIII 88P of King Power Equipment Operators Scraper, Self Propelled Under 45 $51.40 7A 8P Yards ■r King Power E•ui pment Os-rators Scrapers - Concrete Et Carry All $50.98111211111111= 8P King Power Equipment Operators Scrapers, Self-propelled: 45 $51.89 7A 11111 8P Yards And Over lo King Power Equipment O.-rators Service Engineers - Equipment $50.98 8P King Power Equipment Operators Shotcrete/gunite Equipment $48.62111,11111M 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $50.98 7A In 8P so Tractors Under 15 Metric Tons. King Power Equipment Operators Shovel, Excavator, Backhoe: $51.89 7A 8Pgo Over 30 Metric Tons To 50 Metric', Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $51.40 7A 88Pso Tractors: 15 To 30 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $52.44 7A 8P Over 50 Metric Tons To 90 Metric al no Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $53.01, 7A 3C 8P Over 90 Metric Tons IMO NO n incinn12 1n•n7 AAA https://fortress.wa.govilni/wagelookup/pryWageloolcup.asp 4111 King Power Equipment Operators Slipform Pavers $51.89 7A 3C 8P King Power El ui.ment OP-rators Spreader, Topsider a Screedman $51.89 7A 3C 8P IN King Power Equipment Operators Subgrader Trimmer $51.40 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $50.98 7A I 8P MI King Power Equipment Operators Tower Crane Over 175'in Height, $53.01 7A 8P Base To Boom i King Power Equipment Operators Tower Crane Up To in In Height $52.44 7A 8p MI MI Base To Boom King Power Equipment Operators Transporters, All Track Or Truck $51.89 7A 8P Type go King Power E I ui.rnent Oserators Trenching Machines $50.98 7A Mill 8P King Power Equipment Operators Truck Crane Oiler/driver . 100 $51.40 7A I 8P go Tons And Over King Power Equipment Operators PTruck Crane Oiler/driver Under $50.98 7A 8 in 100 Tons gm King Power Epuipment O.-rators Truck Mount Portable Conveyor $51.40 7A ummin 8P King Power E.ui ment Os-rators Welder $51.89111nlammumilligli King Power E•uipment Os-rators Wheel Tractors, Farmall Type $48.62 7A IIIIIIIIIMIIIIII 8P MI King Power Equipment Operators Yo Yo Pay Dozer $51.401111,111.3111111 8P King Power Equipment Operators- Asphalt Plant Operators $51.89 7A I 8P ail Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $48.62 7A 8P Under•round Sewer a Water go King Power Equipment Operators- Barrier Machine (zipper) $51.40 7A E 8P ll Under.round Sewer &Water King Power Equipment Operators- Batch Plant Operator, Concrete $51.40 7A 8P al Underground Sewer a Water King Power Equipment Operators- Bobcat $48.62 7A I 8P Underground Sewer a Water me King Power Equipment Operators- Brokk- Remote Demolition $48.62 7A I 8P Under.round Sewer a Water Equipment sio King Power Equipment Operators- Brooms $48.62 7A I 8P Under.round Sewer &Water King Power Equipment Operators- Bump Cutter $51.40 7A 11111 8P or Underground Sewer &Water King Power Equipment Operators- Cableways $51.89 Ell 8P Et Underground Sewer Water OE art King Power Equipment Operators- Chipper $51.40 7A Mil 8P Under-round Sewer a Water , King Power Equipment Operators- Compressor $48.62 7A 8P 41111 Underground Sewer Et Water King Power Equipment Operators- !Concrete Pump: Truck Mount $51.89 7A 1 8P Underground Sewer Et Water With Boom Attachment Over 42 im M King Power Equipment Operators- Concrete Finish Machine -laser $48.62 7A I 8P Underground Sewer Et Water Screed am 11 ....cio riammiriimeimmmiNglimismoullogoommr https://fortress.wa.gov/Ini/wageloolcup/prvWagelookup.aspx Ilk King Power Equipment Operators- Concrete Pump -Mounted Or $50.98 7A 3C 8P Underground Sewer a Water Trailer High Pressure Line Pump, Pump High Pressure. WA King Power Equipment Operators- Concrete Pump: Truck Mount $51.40 7A 8P Underground Sewer a Water With Boom Attachment Up To .......... 42m King Power Equipment Operators- Conveyors $50.98 7A 8P Underground Sewer a Water King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons $51.40 7A 8P rr Under.round Sewer a Water With Attachments King Power Equipment Operators- Cranes: 20 Tons Through 44 Tons $51.40 7A 8P Underground Sewer a Water With Attachments Overhead, Bridge Type Crane: 20 Tons Through 44 Tons King Power Equipment Operators- Cranes: 100 Tons Through 199 7A 8P Underground Sewer a Water Tons, Or 150' Of Boom (including Jib With ava King Power Equipment Operators- Cranes: 200 Tons To 300 Tons, Or $53.01 7A 8P Underground Sewer a Water 250'Of Boom (including Jib With Attachments) rr, .......__... King Power Equipment Operators- Cranes: 45 Tons Through 99 $51.89 7A 8P Underground Sewer a Water Tons, Under 150' Of Boom (including Jib With our Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $48.62 7A 8P Underground Sewer a Water Under King Power Equipment Operators- Cranes: Friction 100 Tons $53.01 8P Underground Sewer a Water Through 199 Tons King Power Equipment Operators- Cranes: Friction Over 200 Tons 7A 8P Underground Sewer a Water King Power Equipment Operators- Cranes: Over 300 Tons Or 300'Of $53.57 7A 8P Underground Sewer a Water Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: Through 19 Tons With $50.98 8P Underground Sewer a Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $51.40 7A11111 Ilk 8P Underground Sewer a Water King Power Equipment Operators- Deck Engineer/deck Winches $51.40 7A 8P Underground Sewer a Water (power) King Power Equipment Operators- Derricks, On Building Work $51.89 7A 8P Underground Sewer a Water King Power Equipment Operators- Dozer Quad 9, HD 41, D10 and $51.89 7A 8P ow Underground Sewer a Water Over King Power Equipment Operators- Dozers D-9 a Under $50.98 7A 8P rr Under•round Sewer &Water I King Power Equipment Operators- Drill Oilers: Auger Type, Truck $50.98 7A 3C 8P Underground Sewer a Water l Or Crane Mount 1(1•17 AM https://fortress.wa.gov/lni/wagelookup/pryWagelookup.aspx dr King Power Equipment Operators- Drilling Machine $51.40 7A 3C 8P Underground Sewer Et Water " King Power Equipment Operators- Elevator And Man-lift: $48.62 7A 8P 1111 Under.round Sewer a Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $51.40 7A 3C 8P Under.round Sewer It Water Gamaco Et Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over With $50.98 7A 3C 8P Underground Sewer Et Water Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $48.62 7A 8P Under.round Sewer a Water Attachments gig King Power Equipment Operators- Grade Engineer: Using Blue $51.40 7A 8P Under.round Sewer Et Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $48.62M = 8P Under.round Sewer Et Water King Power Equipment Operators- Guardrail Punch $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Guardrail Punch/Auger $51.40 7A 3C 8P Under.round Sewer a Water King Power Equipment Operators- Hard Tail End Dump Articulating $51.89 7A 8P Underground Sewer Et Water Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators- Hard Tail End Dump Articulating $51.40 7A 8P Underground Sewer a Water Off-road Equipment Under 45 Yards - King Power Equipment Operators- Horizontal/directional Drill $50.98 7A 8P Underground Sewer Et Water Locator King Power Equipment Operators- Horizontal/directional Drill $51.40 7A 8P Underground Sewer Et Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over 10 $50.98 7A 8P Underground Sewer Et Water Tons 411 King Power Equipment Operators- Hydralifts/boom Trucks, 10 Tons $48.62 7A 3C 8P Underground Sewer a Water And Under King Power Equipment Operators- Loader, Overhead 8 Yards. a $52.44 7A 3C 8P Under.round Sewer Et Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. But $51.89 3C 8P Underground Sewer Et Water Not Including 8 Yards IM King Power Equipment Operators- Loaders, Overhead Under 6 $51.40 7A 3C 8P Underground Sewer a Water Yards King Power Equipment Operators- Loaders, Plant Feed $51.40 7A El 8P Under.round Sewer Et Water King Power Equipment Operators- Loaders: Elevating Type Belt $50.98 7A 8P airr Underground Sewer Et Water King Power Equipment Operators- Locomotives, All $51.40 7A 8P Under.round Sewer a Water King Power Equipment Operators- !Material Transfer Device $51.401 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- ,Mechanics, All (leadmen - $0.50 $52.44 7A 3C 8P Underground Sewer Et Water Per Hour Over Mechanic) SI 11,-,r1S2 hops://fortress.wa.gov/1ni/wagelookup/prVWagelookup.aspx iiii King Power Equipment Operators- Mixers: Asphalt Plant $51.40 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Motor Patrol Grader - $50.98 7A 3C 8P rr► Underground Sewer a Water Non-finishing King Power Equipment Operators- Motor Patrol Graders, Finishing $51.89 7A 3C 8P Underground Sewer a Water au King Power Equipment Operators Mucking Machine, Mole,Tunnel $51.89 7A 3C 8P Underground Sewer a Water Drill, Boring, Road Header ms And/or Shield King Power Equipment Operators- Oil Distributors, Blower $48.62 7A 3C 8P Underground Sewer a Water Distribution &Mulch Seeding to Operator 1 King Power Equipment Operators- Outside Hoists (elevators And $50.98 7A 3C 8P Underground Sewer a Water Manlifts), Air Tuggers,strato as King Power Equipment Operators- Overhead, Bridge Type Crane: 20 $51.40 7A 3C 8P Underground Sewer a Water Tons Through 44 Tons } King Power Equipment Operators- Overhead, Bridge Type: 100 Tons $52.44 7A 3C 8P Ni Underground Sewer &Water And Over King Power Equipment Operators- Overhead, Bridge Type: 45 Tons $51.89 7A 3C 8P Underground Sewer a Water Through 99 Tons iiii r King Power Equipment Operators- Pavement Breaker $48.62 7A 3C 8P Underground Sewer a Water s__..._ iiii King Power Equipment Operators- Pile Driver (other Than Crane $51.40 7A 3C 8P Underground Sewer a Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $50.98 7A 3C 8P so Underground Sewer a Water King Power Equipment Operators- Posthole Digger, Mechanical $48.62 7A 3C 8P Underground Sewer a Water a + Mr King Power Equipment Operators- Power Plant $48.62 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Pumps - Water $48.62 7A 3C 8P NO Underground Sewer a Water i , tl King Power Equipment Operators- Quad 9, Hd 41, D10 And Over $51.89 7A 3C 8P Underground Sewer Et Water S 1116 King Power Equipment Operators- Quick Tower - No Cab, Under $48.62 7A 3C 8P Underground Sewer a Water 100 Feet In Height Based To Boom sig King Power Equipment Operators- Remote Control Operator On $51.89 7A 3C 8P Underground Sewer a Water Rubber Tired Earth Moving IN Equipment s . King Power Equipment Operators- Rigger And Bellman $48.62 7A 3C 8P Underground Sewer a Water ■r King Power Equipment Operators- Rollagon $51.89 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Roller, Other Than Plant Mix $48.62 7A 3C 8P Mil Underground Sewer a Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $50.98 7A 3C 8P Underground Sewer a Water Materials 'm or ',iici'ni 1 in•n7 AM https://fortess.wa.govilni/wagelookup/prvWagelookup.asp ow King Power Equipment Operators- Roto-mill, Roto-grinder $51.40 7A 3C 8P Underground Sewer a Water mi King Power Equipment Operators- Saws - Concrete $50.98 7A 1111 8P Et Underground Sewer Water AN King Power Equipment Operators- Scraper, Self Propelled Under 45 $51.40 7A RI 8P Underground Sewer a Water Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $50.98 7A 8P dr Underground Sewer a Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $51.89 7A 8P _ Underground Sewer Et Water Yards And Over King Power Equipment Operators- Service Engineers - Equipment $50.98 7A 1 8P111 Underground Sewer a Water King Power Equipment Operators- Shotcrete/gunite Equipment $48.62 7A 8P Underground Sewer a Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $50.98111111111 8P Underground Sewer a Water Tractors Under 15 Metric Tons. OM King Power Equipment Operators- Shovel, Excavator, Backhoe: $51.89 7A I 8P Underground Sewer a Water Over 30 Metric Tons To 50 Metric Tons NO King Power Equipment Operators- Shovel, Excavator, Backhoes, $51.40 7A 8P Underground Sewer a Water Tractors: 15 To 30 Metric Tons Ali King Power Equipment Operators- Shovel, Excavator, Backhoes: I 7A 8P Underground Sewer &Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $53.01 7A 3C 8P Underground Sewer a Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $51.89 7A 3C 8P - Underground Sewer &Water King Power Equipment Operators- Spreader, Topsider a Screedman $51.89 7A I 8P Underground Sewer Et Water dill King Power Equipment Operators- Subgrader Trimmer 11$51.40P 7A 8 111 Underground Sewer a Water King Power Equipment Operators- Tower Bucket Elevators $50 .98 8P 0111 Underground Sewer Et Water King Power Equipment Operators- Tower Crane Over 175'in Height, $53.01 7A 3C 8P Underground Sewer a Water Base To Boom iiii King Power Equipment Operators- Tower Crane Up To 175 In Height $52.44 7A 3C 8P Underground Sewer Et Water Base To Boom - King Power Equipment Operators- Transporters, All Track Or Truck $51.89111= 8P Underground Sewer a Water Type King Power Equipment Operators- Trenching Machines $50.98 7A 8P Eis Underground Sewer &Water King Power Equipment Operators- Truck Crane Oiler/driver - 100 $51.40 7A rI 8P Underground Sewer a Water Tons And Over au King Power Equipment Operators- ,Truck Crane Oiler/driver Under $50.98 7A 3C 8P Underground Sewer Et Water 100 Tons King Power Equipment Operators- 'Truck Mount Portable Conveyor $51.40 7A 3C 8P 41111 Underground Sewer a Water dig 1G https://fortress.wa.gov/Ini/wagelookup/pryWageloolcup.aspx 1li King Power Equipment Operators- Welder $51.89 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Wheel Tractors, Farmall Type $48.62 7A 3C 8P row Underground Sewer a Water King Power Equipment Operators- Yo Yo Pay Dozer $51.40 7A 3C 8P Underground Sewer Ft Water or — _ King Power Line Clearance Tree Journey Level In Charge $42.91 5A 4A Trimmers al King Power Line Clearance Tree Spray Person $40.73 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $41.29 5A 4A Ili Trimmers King Power Line Clearance Tree Tree Trimmer $38.38 5A 4A Trimmers ow King Power Line Clearance Tree Tree Trimmer Groundperson $28.95 5A 4A Trimmers i King Refrigeration a Air Conditioning Journey Level $69.96 6Z 1G Ili Mechanics King Residential Brick Mason Journey Level $49.07 5A 1M Ili King Residential Carpenters Journey Level $28.20 1 King Residential Cement Masons Journey Level $22.64 1 King Residential Drywall Applicators Journey Level $38.08 5D 1M No , f King Residential Drywall Tapers Journey Level $49.79 5P 1E King Residential Electricians JOURNEY LEVEL $30.44 1 A No King Residential Glaziers Journey Level $34.60 7L 1H - 4 King Residential Insulation Journey Level $26.28 1 Applicators King Residential Laborers Journey Level $23.03 1 King Residential Marble Setters Journey Level $24.09 1 MN King Residential Painters Journey Level $24.46 1 King Residential Plumbers Be Journey Level $34.69 1 Pipefitters King Residential Refrigeration a Air Journey Level $69.96 6Z 1G Conditioning Mechanics d 4 King Residential Sheet Metal Journey Level (Field or Shop) $41.30 7F 1R itili Workers King Residential Soft Floor Layers Journey Level $41.78 5A 3D .A.. King Residential Sprinkler Fitters Journey Level $41.31 5C 2R iii (Fire Protection) King Residential Stone Masons Journey Level $49.07 5A 1M 1111 King Residential Terrazzo Workers Journey Level $45.43 5A 1M King Residential Terrazzo/Tile Journey Level $21.46 1 Finishers to King Residential Tile Setters 'Journey Level $25.17 1 a --,- King Roofers Journey Level $43.90 5A 1R 11111 Oa 1/1C/11111 111417 AM https://fortress.wa.gov/1ni/wagelookup/prvWagelookup.aspa am King Roofers Using Irritable Bituminous $46.90 5A 1R Materials (FieldShop) $68.52 1 E ''I' King Sheet Metal Workers JourneyLevel or King Shi.buildin a Ship Repair Boilermaker $35.831101111111 ma King Shi.buildin• a Shi. Repair Carpenter $38.24 70 3B King Shi.buildin a Ship Repair IEEZMIIIIIIIMIII $37.85 70 3B King Shi abuitdin• a Ship Repair Heat a Frost Insulator $56.93Will 1S do King Shi.buildin• £t Shi. Repair Laborer $36.81 70 3B King Shi.buildin• a Ship Repair aral=111111111111111111 $37.81 70 3B MI King Shibuildin a Shi. Repair Operator $40.20 70 3B King Shi.buildin• a Shi. Repair Painter $37.81 70 3B King Shi.buildin• a Ship Repair Pipefitter $37.79 70 3B tom King Shi.buildin• a Shia Repair Rigger g>; ' $37.78 70 3B King Shi pbuildin a Ship Repair Sandblaster $36.81 70 3B rw King Shi.buildin. a Shi. Repair MZMIMIIIIIIIIIIMEM 70 3B King Shi.buitdin• a Shi. Repair Shipfitter $37.78 70 3B King Shi.buildin• a Shi. Repair Trucker $37.63 70 36 is King Shi•buildin• a Shi. Repair Warehouse $37.68 70 3B King Shi.buildin• a Shi. Repair Welder/Burner $37.78 70 3B _ um r. King Sign Makers a Installers Sign Installer $22.92 (Electrical) King Sign Makers a Installers Sign Maker $21.36 IN (Electrical) King Sign Makers a Installers Sign Installer $27.28 E1 (Non-Electrical) or King Sign Makers a Installers Sign Maker (Non-Electrical) 111111111 King Soft Floor Layers Journey Level $41.78 5A 3D do — — King Solar Controls For Windows Journey Level 11201111111111111111 King Sprinkler Fitters (Fire Journey Level $69.44 am Protection) NM King Stage Rigging Mechanics (Non Journey Level Structural) "'o King Stone Masons Journey Level $49-Warillrill King Street And Parking Lot Sweeper Journey Level $19.09 111111111111 Workers MI King Surveyors Assistant Construction Site $50.98 7A 8P Surveyor w„ King Surveyors ral . $50.46 7A mumeimmarlill 8P King Surveyors Construction Site Surveyor $51.89 7A IIIMIE 8P King Telecommunication Technicians Journey Level $22.7610.1111111 JO King Telephone Line Construction - Cable Splicer $35.09 5A 2B Outside 1 .. King Telephone Line Construction - Hole Digger/Ground Person $19.22 5A 2B Outside — — p,• https://fortress.wa.govani/wagelookup/prvWagelookup.aspx Ili King Telephone Line Construction - Installer (Repairer) $33.63 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer I $35.09 5A 2B lli Outside King Telephone Line Construction - Special Apparatus Installer II $34.37 5A 2B Outside Ns King Telephone Line Construction - Telephone Equipment Operator $35.09 5A 2B Outside (Heavy) is• King Telephone Line Construction - Telephone Equipment Operator $32.62 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $32.62 5A 2B IN Outside King Telephone Line Construction - Television Groundperson $18.65 5A 2B Outside gm King Telephone Line Construction - Television Lineperson/Installer $24.66 5A 2B Outside King Telephone Line Construction - Television System Technician $29.42 5A 2B in Outside King Telephone Line Construction - Television Technician $26 4311111 2B No Outside King Telephone Line Construction - Tree Trimmer $32.95 5A 2B Outside King Terrazzo Workers Journey Level 11Z231 NM King Tile Setters Journey Level $21.65 _ King Tile, Marble Et Terrazzo Finisher $37.76 5A 1B Ili Finishers King Traffic Control Stripers Journey Level 13132 7A 1K Ili King Truck Drivers Asphalt Mix Over 16 Yards (W. $47.91 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $47.07 5D 3A 8L Ili WA-Joint Council 28) King Truck Drivers Dump Truck a Trailer $47.91 5D alr. 8L King Truck Drivers Dump Truck (W. WA-Joint $47.07 5D 8L ow Council 28) King Truck Drivers Other Trucks (W. WA-Joint $47.91 5D 3A 8L Council 28) NO King Truck Drivers 111=E111111111.111111=1111111 .1111111 King Well Drillers a irrigation Pump Irrigation Pump Installer i. IIII Installers - King Well Drillers Et Irrigation Pump Oiler $12.97 Installers ea King Well Drillers EC Irrigation Pump Well Driller $18.001 1 Installers I Mil mg NI "int.resnl n IA-A,' AXX visommarimi A ='- Document A201 TM - 2007 General Conditions of the Contract for Construction "g' for the following PROJECT: (Name and location or address): Meadow Crest Plav2round au 1800 Index Avenue NE Renton, WA 98056 THE OWNER: (Name and address): This document has important legal consequences. Renton School District No.403 Consultation with an attorney 7812 South 124th Street is encouraged with respect to err Seattle,WA 98178-4830 its completion or modification. Greene Gasaway Architects,PLLC will serve as the Owner's representative during the Project. aim THE ARCHITECT: (Name and address): BLRB se 1250 Pacific Avenue,Suite 700 Tacoma,WA 98402 TABLE OF ARTICLES 1 GENERAL PROVISIONS 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS �rl 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7 CHANGES IN THE WORK 8 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY 11 INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK +w 13 MISCELLANEOUS PROVISIONS AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 71133282871 which expires on 04/26/2013,and is not for resale. User Notes:—Renton—25636001.1 (1245149544) rr in& 14 TERMINATION OR SUSPENSION OF THE CONTRACT IMP 15 CLAIMS AND DISPUTES Mil Oil AIA Document A201 --2007. Copyright©1911, 1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA a Document is protected by U.S.Copyright Law and International Treaties. 2 Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton-25636001.1 (1245149544) art INDEX 2.1.1,3.12.4,3.12.8,3.12.10,4.1.2,4.2.1,4.2.2, (Numbers and Topics in Bold are Section Headings) 4.2.3,4.2.6,4.2.7,4.2.10,4.2.12,4.2.13, 5.2.1,7.4.1, 9.4.2,9.5.3,9.6.4, 15.1.3, 15.2 Architect's Additional Services and Expenses "ie Acceptance of Nonconforming Work 2.4.1, 11.3.1.1, 12.2.1, 13.5.2, 13.5.3, 14.2.4 9.6.6,9.9.3, 12.3 Architect's Administration of the Contract Acceptance of Work 3.1.3,4.2,3.7.4, 15.2,9.4.1,9.5 9.6.6,9.8.2,9.9.3,9.10.1,9.10.3, 12.3 Architect's Approvals Access to Work 2.4.1,3.1.3,3.5.1,3.10.2,4.2.7 3.16,6.2.1, 12.1 Architect's Authority to Reject Work Accident Prevention 3.5.1,4.2.6, 12.1.2, 12.2.1 10 Architect's Copyright Acts and Omissions 1.1.7, 1.5 3.2,3.3.2, 3.12.8,3.18,4.2.3,8.3.1,9.5.1, 10.2.5, Architect's Decisions 10.2.8, 13.4.2, 13.7.1, 14.1, 15.2 3.7.4,4.2.6,4.2.7,4.2.11,4.2.12,4.2.13,4.2.14, Addenda 6.3.1,7.3.7,7.3.9, 8.1.3, 8.3.1,9.2.1,9.4.1,9.5, 1.1.1,3.11.1 9.8.4,9.9.1, 13.5.2, 15.2, 15.3 Additional Costs,Claims for Architect's Inspections 3.7.4,3.7.5,6.1.1,7.3.7.5, 10.3, 15.1.4 3.7.4,4.2.2,4.2.9,9.4.2,9.8.3,9.9.2,9.10.1, 13.5 Additional Inspections and Testing Architect's Instructions 9.4.2,9.8.3, 12.2.1, 13.5 3.2.4,3.3.1,4.2.6,4.2.7, 13.5.2 Additional Insured Architect's Interpretations 11.1.4 4.2.11,4.2.12 Additional Time,Claims for Architect's Project Representative 3.2.4,3.7.4,3.7.5,3.10.2, 8.3.2, 15.1.5 4.2.10 alb Administration of the Contract Architect's Relationship with Contractor 3.1.3,4.2, 9.4,9.5 1.1.2, 1.5,3.1.3,3.2.2,3.2.3,3.2.4,3.3.1,3.4.2, Advertisement or Invitation to Bid 3.5.1,3.7.4,3.7.5,3.9.2,3.9.3,3.10,3.11,3.12,3.16, 1.1.1 3.18,4.1.2,4.1.3,4.2,5.2,6.2.2,7, 8.3.1,9.2,9.3, Aesthetic Effect 9.4,9.5, 9.7,9.8,9.9, 10.2.6, 10.3, 11.3.7, 12, 13.4.2, 4.2.13 13.5, 15.2 Allowances Architect's Relationship with Subcontractors 3.8,7.3.8 1.1.2,4.2.3,4.2.4,4.2.6,9.6.3,9.6.4, 11.3.7 All-risk Insurance Architect's Representations 11.3.1, 11.3.1.1 9.4.2,9.5.1,9.10.1 Applications for Payment Architect's Site Visits 4.2.5,7.3.9,9.2,9.3,9.4,9.5.1,9.6.3,9.7.1,9.10, 3.7.4,4.2.2,4.2.9,9.4.2,9.5.1,9.9.2,9.10.1, 13.5 11.1.3 Asbestos Approvals 10.3.1 2.1.1,2.2.2,2.4,3.1.3,3.10.2,3.12.8,3.12.9, Attorneys'Fees 3.12.10,4.2.7,9.3.2, 13.5.1 3.18.1,9.10.2, 10.3.3 Arbitration Award of Separate Contracts 8.3.1, 11.3.10, 13.1.1, 15.3.2, 15.4 6.1.1,6.1.2 ARCHITECT Award of Subcontracts and Other Contracts for 4 Portions of the Work Architect,Definition of 5.2 4.1.1 Basic Definitions Architect,Extent of Authority 1.1 2.4.1,3.12.7,4.1,4.2,5.2,6.3.1,7.1.2, 7.3.7,7.4, Bidding Requirements 9.2.1,9.3.1,9.4,9.5,9.6.3,9.8,9.10.1,9.10.3, 12.1, 1.1.1,5.2.1, 11.4.1 12.2.1, 13.5.1, 13.5.2, 14.2.2, 14.2.4, 15.1.3, 15.2.1 Binding Dispute Resolution Architect,Limitations of Authority and 9.7.1, 11.3.9, 11.3.10, 13.1.1, 15.2.5, 15.2.6.1, Responsibility 15.3.1, 15.3.2, 15.4.1 Boiler and Machinery Insurance 11.3.2 AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties, rrr Unauthorized reproduction or distribution of this AlA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be / prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34.44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (12 4 514 9 544) tart wow lair Bonds,Lien 3.4.1,3.11,3.15,4.2.2,4.2.9, 8.2,9.4.2,9.8,9.9.1, 7.3.7.4,9.10.2,9.10.3 9.10, 12.2, 13.7, 14.1.2 .r Bonds,Performance,and Payment COMPLETION,PAYMENTS AND 7.3.7.4,9.6.7,9.10.3, 11.3.9,11.4 9 Building Permit Completion,Substantial 3.7.1 4.2.9,8.1.1,8.1.3,8.2.3,9.4.2,9.8,9.9.1,9.10.3, am Capitalization 12.2, 13.7 1.3 Compliance with Laws Certificate of Substantial Completion 1.6.1,3.2.3,3.6,3.7,3.12.10,3.13,4.1.1,9.6.4, as 9.8.3,9.8.4,9.8.5 10.2.2, 11.1, 11.3, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, Certificates for Payment 14.1.1, 14.2.1.3, 15.2.8, 15.4.2, 15.4.3 4.2.1,4.2.5,4.2.9,9.3.3,9.4,9.5,9.6.1,9.6.6,9.7.1, Concealed or Unknown Conditions 9.10.1,9.10.3, 14.1.1.3, 14.2.4, 15.1.3 3.7.4,4.2.8, 8.3.1, 10.3 illa Certificates of Inspection,Testing or Approval Conditions of the Contract 13.5.4 1.1.1,6.1.1,6.1.4 Certificates of Insurance Consent,Written it 9.10.2, 11.1.3 3.4.2,3.7.4,3.12.8,3.14.2,4.1.2,9.3.2,9.8.5,9.9.1, Change Orders 9.10.2,9.10.3, 11.3.1, 13.2, 13.4.2, 15.4.4.2 1.1.1,2.4.1,3.4.2,3.7.4,3.8.2.3,3.11.1,3.12.8, Consolidation or Joinder 4.2.8,5.2.3,7.1.2,7.1.3,7.2,7.3.2,7.3.6,7.3.9, 15.4.4 ilio 7.3.10,8.3.1,9.3.1.1,9.10.3, 10.3.2, 11.3.1.2, 11.3.4, CONSTRUCTION BY OWNER OR BY 11.3.9, 12.1.2, 15.1.3 SEPARATE CONTRACTORS Change Orders,Definition of 1.1.4,6i 7.2.1 Construction Change Directive,Definition of CHANGES IN THE WORK 7.3.1 2.2.1,3.11,4.2.8,7,7.2.1,7.3.1,7.4,7.4.1,8.3.1, Construction Change Directives 9.3.1.1, 11.3.9 1.1.1,3.4.2,3.12.8,4.2.8,7.1.1,7.1.2,7.1.3,7.3, irs Claims,Defmition of 9.3.1.1 15.1.1 Construction Schedules,Contractor's CLAIMS AND DISPUTES 3.10,3.12.1,3.12.2,6.1.3, 15.1.5.2 ail 3.2.4,6.1.1,6.3.1,7.3.9,9.3.3,9.10.4, 10.3.3,15, Contingent Assignment of Subcontracts 15.4 5.4, 14.2.2.2 Claims and Timely Assertion of Claims Continuing Contract Performance 15.4.1 15.1.3 re Claims for Additional Cost Contract,Definition of 3.2.4,3.7.4,6.1.1,7.3.9, 10.3.2, 15.1.4 1.1.2 Claims for Additional Time CONTRACT,TERMINATION OR ma 3.2.4,3.7.46.1.1,8.3.2, 10.3.2,15.1.5 SUSPENSION OF THE Concealed or Unknown Conditions,Claims for 5.4.1.1, 11.3.9, 14 3.7.4 Contract Administration Claims for Damages 3.1.3,4,9.4,9.5 - 3.2.4,3.18,6.1.1,8.3.3,9.5.1,9.6.7, 10.3.3, 11.1.1, Contract Award and Execution,Conditions Relating 11.3.5, 11.3.7, 14.1.3, 14.2.4, 15.1.6 to Claims Subject to Arbitration 3.7.1,3.10,5.2,6.1, 11.1.3, 11.3.6, 11.4.1No 15.3.1, 15.4.1 Contract Documents,The Cleaning Up 1.1.1 3.15,6.3 Contract Documents,Copies Furnished and Use of Commencement of the Work,Conditions Relating to 1.5.2,2.2.5,5.3 rlr 2.2.1,3.2.2,3.4.1,3.7.1,3.10.1,3.12.6,5.2.1,5.2.3, Contract Documents,Defmition of 6.2.2, 8.1.2,8.2.2,8.3.1, 11.1, 11.3.1, 11.3.6, 11.4.1, 1.1.1 15.1.4 Contract Sum Commencement of the Work,Definition of 3.7.4,3.8,5.2.3,7.2,7.3,7.4,9.1,9.4.2,9.5.1.4, am 8.1.2 9.6.7,9.7, 10.3.2, 11.3.1, 14.2.4, 14.3.2, 15.1.4, Communications Facilitating Contract 15.2.5 Administration Contract Sum,Definition of or 3.9.1,4.2.4 9.1 Completion,Conditions Relating to Contract Time AIA Document A201 TM--2007. Copyright©1911, 1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The IN Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 4 Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. (1245149544) User Notes:Renton—25636001.1 ME ow 3.7.4,3.7.5,3.10.2,5.2.3,7.2.1.3,7.3.1, 7.3.5,7.4, Correlation and Intent of the Contract Documents MI 8.1.1, 8.2.1,8.3.1,9.5.1,9.7.1, 10.3.2, 12.1.1, 14.3.2, 1.2 15.1.5.1, 15.2.5 Cost,Definition of Contract Time,Defmition of 7.3.7 8.1.1 Costs "P CONTRACTOR 2.4.1,3.2.4,3.7.3,3.8.2,3.15.2, 5.4.2, 6.1.1,6.2.3, 3 7.3.3.3,7.3.7,7.3.8,7.3.9,9.10.2, 10.3.2, 10.3.6, Contractor,Definition of 11.3, 12.1.2, 12.2.1, 12.2.4, 13.5, 14 esi 3.1,6.1.2 Cutting and Patching Contractor's Construction Schedules 3.14,6.2.5 3.10,3.12.1,3.12.2,6.1.3, 15.1.5.2 Damage to Construction of Owner or Separate Contractor's Employees Contractors lir 3.3.2,3.4.3,3.8.1,3.9,3.18.2,4.2.3,4.2.6, 10.2, 3.14.2,6.2.4, 10.2.1.2, 10.2.5, 10.4, 11.1.1, 11.3, 10.3, 11.1.1, 11.3.7, 14.1, 14.2.1.1, 12.2.4 Contractor's Liability Insurance Damage to the Work rr 11.1 3.14.2,9.9.1, 10.2.1.2, 10.2.5, 10.4.1, 11.3.1, 12.2.4 Contractor's Relationship with Separate Contractors Damages,Claims for and Owner's Forces 3.2.4,3.18,6.1.1,8.3.3,9.5.1,9.6.7, 10.3.3, 11.1.1, 3.12.5,3.14.2,4.2.4,6, 11.3.7, 12.1.2, 12.2.4 11.3.5, 11.3.7, 14.1.3, 14.2.4, 15.1.6 as Contractor's Relationship with Subcontractors Damages for Delay 1.2.2,3.3.2,3.18.1,3.18.2,5,9.6.2,9.6.7,9.10.2, 6.1.1, 8.3.3,9.5.1.6,9.7, 10.3.2 11.3.1.2, 11.3.7, 11.3.8 Date of Commencement of the Work,Definition of ems Contractor's Relationship with the Architect 8.1.2 1.1.2, 1.5, 3.1.3,3.2.2,3.2.3,3.2.4,3.3.1,3.4.2, Date of Substantial Completion,Definition of 3.5.1,3.7.4,3.10,3.11,3.12,3.16,3.18,4.1.3,4.2, 8.1.3 5.2,6.2.2, 7,8.3.1,9.2,9.3,9.4,9.5,9.7,9.8,9.9, Day,Definition of am 10.2.6, 10.3, 11.3.7, 12, 13.5, 15.1.2, 15.2.1 8.1.4 Contractor's Representations Decisions of the Architect 3.2.1,3.2.2,3.5.1,3.12.6,6.2.2,8.2.1,9.3.3,9.8.2 3.7.4,4.2.6,4.2.7,4.2.11,4.2.12,4.2.13, 15.2,6.3, es Contractor's Responsibility for Those Performing the 7.3.7,7.3.9, 8.1.3, 8.3.1,9.2.1,9.4,9.5.1,9.8.4, Work 9.9.1, 13.5.2, 14.2.2, 14.2.4, 15.1, 15.2 3.3.2,3.18,5.3.1,6.1.3,6.2,9.5.1, 10.2.8 Decisions to Withhold Certification Contractor's Review of Contract Documents 9.4.1,9.5,9.7, 14.1.1.3 au 3.2 Defective or Nonconforming Work,Acceptance, Contractor's Right to Stop the Work Rejection and Correction of 9.7 2.3.1,2.4.1,3.5.1,4.2.6,6.2.5,9.5.1,9.5.2,9.6.6, Contractor's Right to Terminate the Contract 9.8.2,9.9.3,9.10.4, 12.2.1 re 14.1, 15.1.6 Defective Work,Definition of Contractor's Submittals 3.5.1 3.10,3.11,3.12.4,4.2.7,5.2.1,5.2.3,9.2,9.3,9.8.2, Definitions air 9.8.3,9.9.1,9.10.2,9.10.3, 11.1.3, 11.4.2 1.1,2.1.1,3.1.1,3.5.1,3.12.1,3.12.2,3.12.3,4.1.1, Contractor's Superintendent 15.1.1,5.1,6.1.2,7.2.1,7.3.1,8.1,9.1,9.8.1 3.9, 10.2.6 Delays and Extensions of Time airContractor's Supervision and Construction 3.2.,3.7.4, 5.2.3,7.2.1,7.3.1,7.4.1,8.3,9.5.1,9.7.1, Procedures 10.3.2, 10.4.1, 14.3.2, 15.1.5, 15.2.5 1.2.2,3.3,3.4,3.12.10,4.2.2,4.2.7,6.1.3,6.2.4, Disputes 7.1.3,7.3.5,7.3.7, 8.2, 10, 12, 14, 15.1.3 6.3.1,7.3.9, 15.1, 15.2 we Contractual Liability Insurance Documents and Samples at the Site 11.1.1.8, 11.2 3.11 Coordination and Correlation Drawings,Definition of 1.2,3.2.1,3.3.1,3.1 0,3.12.6,6.1.3,6.2.1 1.1.5 am Copies Furnished of Drawings and Specifications Drawings and Specifications,Use and Ownership of 1.5,2.2.5,3.11 3.11 Copyrights Effective Date of Insurance rit 1.5,3.17 8.2.2, 11.1.2 Correction of Work Emergencies 2.3,2.4,3.7.3,9.4.2, 9.8.2,9.8.3,9.9.1, 12.1.2, 12.2 10.4, 14.1.1.2, 15.1.4 Noe Init. AIA DocumentA201TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 5 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. ems User Notes:Renton-25636001.1 (1245149544) n► iiii Employees,Contractor's 1.1.1 3.3.2,3.4.3,3.8.1,3.9,3.18.2,4.2.3,4.2.6, 10.2, Instructions to the Contractor ire 10.3.3, 11.1.1, 11.3.7, 14.1, 14.2.1.1 3.2.4,3.3.1,3.8.1, 5.2.1,7,8.2.2, 12, 13.5.2 Equipment,Labor,Materials or Instruments of Service,Definition of 1.1.3, 1.1.6,3.4,3.5.1, 3.8.2,3.8.3,3.12,3.13.1, 1.1.7 3.15.1,4.2.6,4.2.7,5.2.1,6.2.1,7.3.7,9.3.2,9.3.3, Insurance as 9.5.1.3,9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2 3.18.1,6.1.1,7.3.7,9.3.2,9.8.4,9.9.1,9.10.2, 11 Execution and Progress of the Work Insurance,Boiler and Machinery 1.1.3, 1.2.1, 1.2.2,2.2.3,2.2.5,3.1,3.3.1,3.4.1, 11.3.2 as 3.5.1,3.7.1,3.10.1,3.12,3.14,4.2,6.2.2,7.1.3, Insurance,Contractor's Liability 7.3.5, 8.2,9.5.1,9.9.1, 10.2, 10.3, 12.2, 14.2, 14.3.1, 11.1 15.1.3 Insurance,Effective Date of Extensions of Time 8.2.2, 11.1.2 lirr 3.2.4,3.7.4,5.2.3,7.2.1,7.3,7.4.1,9.5.1,9.7.1, Insurance,Loss of Use 10.3.2, 10.4.1, 14.3, 15.1.5, 15.2.5 11.3.3 Failure of Payment Insurance,Owner's Liability NS 9.5.1.3,9.7,9.10.2, 13.6, 14.1.1.3, 14.2.1.2 11.2 Faulty Work Insurance,Property (See Defective or Nonconforming Work) 10.2.5,11.3 Final Completion and Final Payment Insurance,Stored Materials Mr 4.2.1,4.2.9,9.8.2,9.10, 11.1.2, 11.1.3, 11.3.1, 9.3.2, 11.4.1.4 11.3.5, 12.3.1, 14.2.4, 14.4.3 INSURANCE AND BONDS Financial Arrangements,Owner's 11 tri 2.2.1, 13.2.2, 14.1.1.4 Insurance Companies,Consent to Partial Occupancy Fire and Extended Coverage Insurance 9.9.1, 11.4.1.5 11.3.1.1 Insurance Companies,Settlement with GENERAL PROVISIONS 11.4.10 ow 1 Intent of the Contract Documents Governing Law 1.2.1,4.2.7,4.2.12,4.2.13,7.4 13.1 Interest ea Guarantees(See Warranty) 13.6 Hazardous Materials Interpretation 10.2.4, 10.3 1.2.3,1.4,4.1.1,5.1,6.1.2, 15.1.1 Identification of Subcontractors and Suppliers Interpretations,Written dill 5.2.1 4.2.11,4.2.12, 15.1.4 Indemnification Judgment on Final Award 3.17.1,3.18,9.10.2, 10.3.3, 10.3.5, 10.3.6, 11.3.1.2, 15.4.2 11.3.7 Labor and Materials,Equipment mei Information and Services Required of the Owner 1.1.3, 1.1.6,3.4,3.5.1,3.8.2,3.8.3,3.12,3.13, 2.1.2,2.2,3.2.2,3.12.4,3.12.10,6.1.3,6.1.4,6.2.5, 3.15.1,4.2.6,4.2.7, 5.2.1,6.2.1,7.3.7,9.3.2,9.3.3, 9.6.1,9.6.4,9.9.2,9.10.3, 10.3.3, 11.2.1, 11.4, 9.5.1.3,9.10.2, 10.2.1, 10.2.4, 14.2.1.1, 14.2.1.2 isti 13.5.1, 13.5.2, 14.1.1.4, 14.1.4, 15.1.3 Labor Disputes Initial Decision 8.3.1 15.2 Laws and Regulations Initial Decision Maker,Definition of 1.5,3.2.3,3.6,3.7,3.12.10,3.13.1,4.1.1,9.6.4, IN 1.1.8 9.9.1, 10.2.2, 11.1.1, 11.3, 13.1.1, 13.4, 13.5.1, Initial Decision Maker,Decisions 13.5.2, 13.6.1, 14, 15.2.8, 15.4 14.2.2, 14.2.4, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5 Liens ow Initial Decision Maker,Extent of Authority 2.1.2,9.3.3,9.10.2,9.10.4, 15.2.8 14.2.2, 14.2.4, 15.1.3, 15.2.1, 15.2.2, 15.2.3, 15.2.4, Limitations,Statutes of 15.2.5 12.2.5, 13.7, 15.4.1.1 Ns or Damage to Person or Property Limitations of Liability 10.2.8, 10.4.1 2.3.1,3.2.2,3.5.1, 3.12.10,3.17.1,3.18.1,4.2.6, Inspections 4.2.7,4.2.12,6.2.2,9.4.2,9.6.4,9.6.7, 10.2.5, 10.3.3, 3.1.3,3.3.3,3.7.1,4.2.2,4.2.6,4.2.9,9.4.2,9.8.3, 11.1.2, 11.2.1, 11.3.7, 12.2.5, 13.4.2 so 9.9.2,9.10.1, 12.2.1, 13.5 Limitations of Time Instructions to Bidders AIA DocumentA2011"--2007. Copyright©1911, 1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The ff l Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 6 Unauthorized reproduction or distribution of this AIAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be i prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34.44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. (12 4 514 9 544) ea riser Notes:Renton—25636001.1 rr 2.1.2,2.2,2.4,3.2.2,3.10,3.11,3.12.5, 3.15.1,4.2.7, 1.1.1,2.3,3.9.2,7,8.2.2, 11.3.9, 12.1, 12.2.2.1, am 5.2,5.3.1, 5.4.1,6.2.4,7.3,7.4,8.2,9.2.1,9.3.1, 13.5.2, 14.3.1 9.3.3,9.4.1,9.5,9.6,9.7.1,9.8,9.9,9.10, 11.1.3, OWNER 11.3.1.5, 11.3.6, 11.3.10, 12.2, 13.5, 13.7, 14, 15 2 Loss of Use Insurance Owner, Definition of M' 11.3.3 2.1.1 Material Suppliers Owner,Information and Services Required of the 1.5,3.12.1,4.2.4,4.2.6, 5.2.1,9.3,9.4.2,9.6,9.10.5 2.1.2,2.2,3.2.2,3.12.10,6.1.3,6.1.4,6.2.5,9.3.2, ,,,,n Materials,Hazardous 9.6.1,9.6.4,9.9.2,9.10.3, 10.3.3, 11.2.1, 11.3, 10.2.4,10.3 13.5.1, 13.5.2, 14.1.1.4, 14.1.4, 15.1.3 Materials,Labor,Equipment and Owner's Authority 1.1.3, 1.1.6, 1.5.1,3.4.1,3.5.1,3.8.2,3.8.3,3.12, 1.5,2.1.1,2.3.1,2.4.1,3.4.2,3.8.1,3.12.10,3.14.2, "n 3.13.1,3.15.1,4.2.6,4.2.7,5.2.1,6.2.1,7.3.7,9.3.2, 4.1.2,4.1.3,4.2.4,4.2.9, 5.2.1,5.2.4,5.4.1,6.1, 9.3.3,9.5.1.3,9.10.2, 10.2.1.2, 10.2.4, 14.2.1.1, 6.3.1,7.2.1,7.3.1, 8.2.2, 8.3.1,9.3.1,9.3.2,9.5.1, 14.2.1.2 9.6.4,9.9.1,9.10.2, 10.3.2, 11.1.3, 11.3.3, 11.3.10, dr Means,Methods,Techniques,Sequences and 12.2.2, 12.3.1, 13.2.2, 14.3, 14.4, 15.2.7 Procedures of Construction Owner's Financial Capability 3.3.1,3.12.10,4.2.2,4.2.7,9.4.2 2.2.1, 13.2.2, 14.1.1.4 Mechanic's Lien Owner's Liability Insurance 'a' 2.1.2, 15.2.8 11.2 Mediation Owner's Loss of Use Insurance 8.3.1, 10.3.5, 10.3.6, 15.2.1, 15.2.5, 15.2.6, 15.3, 11.3.3 ilis 15.4.1 Owner's Relationship with Subcontractors Minor Changes in the Work 1.1.2,5.2,5.3,5.4,9.6.4,9.10.2, 14.2.2 1.1.1,3.12.8,4.2.8,7.1,7.4 Owner's Right to Carry Out the Work MISCELLANEOUS PROVISIONS 2.4, 14.2.2 tre 13 Owner's Right to Clean Up Modifications,Definition of 6.3 1.1.1 Owner's Right to Perform Construction and to SU Modifications to the Contract Award Separate Contracts 1.1.1, 1.1.2,3.11,4.1.2,4.2.1,5.2.3,7, 8.3.1,9.7.1, 6.1 10.3.2, 11.3.1 Owner's Right to Stop the Work Mutual Responsibility 2.3 rri 6.2 Owner's Right to Suspend the Work Nonconforming Work,Acceptance of 14.3 9.6.6,9.9.3, 12.3 Owner's Right to Terminate the Contract or Nonconforming Work,Rejection and Correction of 14.2 2.3.1,2.4.1,3.5.1,4.2.6,6.2.4,9.5.1,9.8.2,9.9.3, Ownership and Use of Drawings,Specifications 9.10.4, 12.2.1 and Other Instruments of Service Notice 1.1.1, 1.1.6, 1.1.7, 1.5,2.2.5,3.2.2,3.11.1,3.17.1, am 2.2.1,2.3.1,2.4.1,3.2.4,3.3.1,3.7.2,3.12.9,5.2.1, 4.2.12,5.3.1 9.7.1,9.10, 10.2.2, 11.1.3, 11.4.6, 12.2.2.1, 13.3, Partial Occupancy or Use 13.5.1, 13.5.2, 14.1, 14.2, 15.2.8, 15.4.1 9.6.6,9.9, 11.3.1.5 di Notice,Written Patching,Cutting and 2.3.1,2.4.1,3.3.1,3.9.2,3.12.9,3.12.10, 5.2.1,9.7.1, 3.14,6.2.5 9.10, 10.2.2, 10.3, 11.1.3, 11.3.6, 12.2.2.1, 13.3, 14, Patents 15.2.8, 15.4.1 3.17 to Notice of Claims Payment,Applications for 3.7.4,4.5, 10.2.8, 15.1.2, 15.4 4.2.5,7.3.9,9.2.1,9.3,9.4,9.5,9.6.3,9.7.1,9.8.5, Notice of Testing and Inspections 9.10.1, 14.2.3, 14.2.4, 14.4.3 me13.5.1, 13.5.2 Payment,Certificates for Observations,Contractor's 4.2.5,4.2.9,9.3.3,9.4,9.5,9.6.1,9.6.6, 9.7.1,9.10.1, 3.2,3.7.4 9.10.3, 13.7, 14.1.1.3, 14.2.4 Occupancy Payment,Failure of - 2.2.2,9.6.6,9.8, 11.3.1.5 9.5.1.3,9.7,9.10.2, 13.6, 14.1.1.3, 14.2.1.2 Orders,Written Payment,Final au AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be ' prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. NM User Notes:Renton—25636001.1 (1245149544) ■r 4.2.1,4.2.9,9.8.2,9.10, 11.1.2, 11.1.3, 11.4.1, Review of Contract Documents and Field 11.4.5, 12.3.1, 13.7, 14.2.4, 14.4.3 Conditions by Contractor so Payment Bond,Performance Bond and 3.2,3.12.7,6.1.3 7.3.7.4,9.6.7,9.10.3, 11.4.9, 11.4 Review of Contractor's Submittals by Owner and Payments,Progress Architect 9.3,9.6,9.8.5,9.10.3, 13.6, 14.2.3, 15.1.3 3.10.1,3.10.2,3.11,3.12,4.2, 5.2,6.1.3,9.2,9.8.2 rrrl PAYMENTS AND COMPLETION Review of Shop Drawings,Product Data and 9 Samples by Contractor Payments to Subcontractors 3.12 rr 5.4.2,9.5.1.3,9.6.2,9.6.3,9.6.4,9.6.7, 11.4.8, Rights and Remedies 14.2.1.2 1.1.2,2.3,2.4,3.5.1,3.7.4,3.15.2,4.2.6,4.5,5.3, PCB 5.4,6.1,6.3,7.3.1,8.3,9.5.1,9.7, 10.2.5, 10.3, 10.3.1 12.2.2, 12.2.4, 13.4, 14, 15.4 to Performance Bond and Payment Bond Royalties,Patents and Copyrights 7.3.7.4,9.6.7,9.10.3, 11.4.9, 11.4 3.17 Permits,Fees,Notices and Compliance with Laws Rules and Notices for Arbitration sio 2.2.2,3.7,3.13,7.3.7.4, 10.2.2 15.4.1 PERSONS AND PROPERTY,PROTECTION Safety of Persons and Property OF 10.2, 10.4 10 Safety Precautions and Programs MO Polychlorinated Biphenyl 3.3.1,4.2.2,4.2.7,5.3.1, 10.1, 10.2, 10.4 10.3.1 Samples,Definition of Product Data,Definition of 3.12.3 rtr 3.12.2 Samples,Shop Drawings,Product Data and Product Data and Samples,Shop Drawings 3.11,3.12,4.2.7 3.11,3.12,4.2.7 Samples at the Site,Documents and Progress and Completion 3.11 imi 4.2.2,8.2,9.8,9.9.1, 14.1.4, 15.1.3 Schedule of Values Progress Payments 9.2,9.3.1 9.3,9.6,9.8.5,9.10.3, 13.6, 14.2.3, 15.1.3 Schedules,Construction rig Project,Definition of the 1.4.1.2,3.10,3.12.1,3.12.2,6.1.3, 15.1.5.2 1.1.4 Separate Contracts and Contractors Project Representatives 1.1.4,3.12.5,3.14.2,4.2.4,4.2.7,6,8.3.1, 11.4.7, 4.2.10 12.1.2 Ili Property Insurance Shop Drawings,Definition of 10.2.5, 11.3 3.12.1 PROTECTION OF PERSONS AND PROPERTY Shop Drawings,Product Data and Samples soi 10 3.11,3.12,4.2.7 Regulations and Laws Site,Use of 1.5,3.2.3,3.6,3.7,3.12.10,3.13,4.1.1,9.6.4,9.9.1, 3.13,6.1.1,6.2.1 10.2.2, 11.1, 11.4, 13.1, 13.4, 13.5.1, 13.5.2, 13.6, Site Inspections Nu 14, 15.2.8, 15.4 3.2.2,3.3.3,3.7.1,3.7.4,4.2,9.4.2,9.10.1, 13.5 Rejection of Work Site Visits,Architect's 3.5.1,4.2.6, 12.2.1 3.7.4,4.2.2,4.2.9,9.4.2,9.5.1,9.9.2,9.10.1, 13.5 ow Releases and Waivers of Liens Special Inspections and Testing 9.10.2 4.2.6, 12.2.1, 13.5 Representations Specifications,Definition of the 3.2.1,3.5.1,3.12.6,6.2.2,8.2.1,9.3.3,9.4.2,9.5.1, 1.1.6 to 9.8.2,9.10.1 Specifications,The Representatives 1.1.1, 1.1.6, 1.2.2, 1.5,3.11,3.12.10,3.17,4.2.14 2.1.1,3.1.1,3.9,4.1.1,4.2.1,4.2.2,4.2.10,5.1.1, Statute of Limitations 5.1.2, 13.2.1 13.7, 15.4.1.1 mil Responsibility for Those Performing the Work Stopping the Work 3.3.2,3.18,4.2.3,5.3.1,6.1.3,6.2,6.3,9.5.1, 10 2.3,9.7, 10.3, 14.1 Retainage Stored Materials to 9.3.1,9.6.2,9.8.5,9.9.1,9.10.2,9.10.3 6.2.1,9.3.2, 10.2.1.2, 10.2.4, 11.4.1.4 Subcontractor,Definition of AIA Document A201""--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The oft Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.B.Copyright Law and International Treaties. R Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. user Notes:Renton—25636001.1 (1245149544) ifs all 5.1.1 14.4 SUBCONTRACTORS Termination of the Architect 5 4.1.3 Subcontractors,Work by Termination of the Contractor 1.2.2,3.3.2,3.12.1,4.2.3,5.2.3,5.3,5.4,9.3.1.2, 14.2.2 As 9.6.7 TERMINATION OR SUSPENSION OF THE Subcontractual Relations CONTRACT 5.3,5.4,9.3.1.2,9.6,9.10, 10.2.1, 11.4.7, 11.4.8, 14 14.1, 14.2.1 Tests and Inspections Submittals 3.1.3,3.3.3,4.2.2,4.2.6,4.2.9,9.4.2,9.8.3,9.9.2, 3.10,3.11,3.12,4.2.7,5.2.1,5.2.3,7.3.7,9.2,9.3, 9.10.1, 10.3.2, 11.4.1.1, 12.2.1, 13.5 9.8,9.9.1,9.10.2,9.10.3, 11.1.3 TIME Submittal Schedule 8 3.10.2,3.12.5,4.2.7 Time,Delays and Extensions of Subrogation,Waivers of 3.2.4,3.7.4,5.2.3,7.2.1,7.3.1,7.4.1,8.3,9.5.1, 6.1.1, 11.4.5, 11.3.7 9.7.1, 10.3.2, 10.4.1, 14.3.2, 15.1.5, 15.2.5 Substantial Completion Time Limits 4.2.9, 8.1.1,8.1.3,8.2.3,9.4.2,9.8,9.9.1,9.10.3, 2.1.2,2.2,2.4,3.2.2,3.10,3.11,3.12.5,3.15.1,4.2, 12.2, 13.7 4.4,4.5, 5.2,5.3,5.4,6.2.4,7.3,7.4, 8.2,9.2,9.3.1, rr Substantial Completion,Definition of 9.3.3,9.4.1,9.5,9.6,9.7,9.8,9.9,9.10, 11.1.3, 9.8.1 11.4.1.5, 11.4.6, 11.4.10, 12.2, 13.5, 13.7, 14, 15.1.2, Substitution of Subcontractors 15.4 5.2.3,5.2.4 Time Limits on Claims Substitution of Architect 3.7.4, 10.2.8, 13.7, 15.1.2 4.1.3 Title to Work Substitutions of Materials 9.3.2,9.3.3 do 3.4.2,3.5.1,7.3.8 Transmission of Data in Digital Form Sub-subcontractor,Definition of 1.6 5.1.2 UNCOVERING AND CORRECTION OF Subsurface Conditions WORK 3.7.4 12 Successors and Assigns Uncovering of Work 13.2 12.1 Superintendent Unforeseen Conditions,Concealed or Unknown 3.9, 10.2.6 3.7.4, 8.3.1, 10.3 Supervision and Construction Procedures Unit Prices 1.2.2,3.3,3.4,3.12.10,4.2.2,4.2.7,6.1.3,6.2.4, 7.3.3.2,7.3.4 7.1.3,7.3.7, 8.2, 8.3.1,9.4.2, 10, 12, 14, 15.1.3 Use of Documents Surety 1.1.1, 1.5,2.2.5,3.12.6,5.3 5.4.1.2,9.8.5,9.10.2,9.10.3, 14.2.2, 15.2.7 Use of Site �++ Surety,Consent of 3.13,6.1.1,6.2.1 9.10.2,9.10.3 Values,Schedule of Surveys 9.2,9.3.1 2.2.3 Waiver of Claims by the Architect Suspension by the Owner for Convenience 13.4.2 14.3 Waiver of Claims by the Contractor Suspension of the Work 9.10.5, 11.4.7, 13.4.2, 15.1.6 rrl 5.4.2, 14.3 Waiver of Claims by the Owner Suspension or Termination of the Contract 9.9.3,9.10.3,9.10.4, 11.4.3, 11.4.5, 11.4.7, 12.2.2.1, 5.4.1.1, 11.4.9, 14 13.4.2, 14.2.4, 15.1.6 Taxes Waiver of Consequential Damages 3.6,3.8.2.1, 7.3.7.4 14.2.4, 15.1.6 Termination by the Contractor Waiver of Liens 14.1, 15.1.6 9.10.2,9.10.4 Wlr Termination by the Owner for Cause Waivers of Subrogation 5.4.1.1,14.2, 15.1.6 6.1.1, 11.4.5, 11.3.7 Termination by the Owner for Convenience Warranty Init. AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. a Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be / prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. rir User Notes:Renton-25636001.1 (1245149544) 3.5,4.2.9,9.3.3,9.8.4,9.9.1,9.10.4, 12.2.2, 13.7.1 4.2.11,4.2.12 Weather Delays Written Notice il�r 15.1.5.2 2.3,2.4,3.3.1,3.9,3.12.9,3.12.10,5.2.1, 8.2.2,9.7, Work,Definition of 9.10, 10.2.2, 10.3, 11.1.3, 11.4.6, 12.2.2, 12.2.4, 1.1.3 13.3, 14, 15.4.1 Written Consent Written Orders 1.5.2,3.4.2,3.7.4,3.12.8,3.14.2,4.1.2,9.3.2,9.8.5, 1.1.1,2.3,3.9,7, 8.2.2, 11.4.9, 12.1, 12.2, 13.5.2, 9.9.1,9.10.2,9.10.3, 11.4.1, 13.2, 13.4.2, 15.4.4.2 14.3.1, 15.1.2 Written Interpretations tat irlllr ItWi sir lie sr riw r�r AlA Document A201 T"-2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIM)Document is protected by U.S.Copyright Law and International Treaties. 10 Unauthorized reproduction or distribution of this AlAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton-25636001.1 (1245149544) eir sir ARTICLE 1 GENERAL PROVISIONS §1.1 BASIC DEFINITIONS §1.1.1 THE CONTRACT DOCUMENTS The Contract Documents are enumerated in the Agreement between the Owner and Contractor(hereinafter the dal Agreement)and consist of the Agreement,Conditions of the Contract(General,Supplementary and other Conditions),Drawings, Specifications,Addenda issued prior to execution of the Contract and information reflected therein,other documents listed in the Agreement and Modifications to the Contract("Modification") Mr issued after execution of the Contract.A Modification is(1)a written amendment to the Contract signed by the Owner and Contractorbeth-pafties,(2)a Change Order,(3)a Construction Change Directive or(4)a written eOrder for a t tMinor eChange in the Work issued by the Owner or Architect.Unless specifically enumerated in the Agreement,the Contract Documents do not include other documents such as the advertisement or invitation rw to bid,Instructions to Bidders,sample-€ergs,other information furnished by the Owner in anticipation of receiving bids or proposals not reflected in a written Addenda,the Contractor's bid or proposal,or portions of Addenda relating to bidding requirements. In the event of a conflict or discrepancy among or in the Contract go Documents,interpretation shall be governed in the following priority,with an Addendum or a revision to a Contract Document having precedence over the original document and later Addenda having precedence over earlier: .1 Agreement(revised A101-2007)(written amendments having precedence) we .2 Any Special Conditions .3 Any Supplementary Conditions .4 These revised General Conditions(A201-2007) .5 Drawings(large-scale having precedence over small-scale,and written or computed dimensions rim having precedence over scaled dimensions),Schedules,and Specifications. In the event that Work is shown on Drawings but not contained in Specifications,the Work as shown shall be rt provided at no change in the Contract Sum or Contract Time,according to specifications to be issued by the Architect that are consistent with and reasonably inferable from the Work shown on the Drawings. §1.1.2 THE CONTRACT is The Contract Documents form the Contract for Construction.The Contract represents the entire and integrated agreement between the parties hereto and supersedes prior negotiations,representations or agreements,either written or oral.The Contract may be amended or modified only by a written Modification.The Contract rr Documents shall not be construed to create a contractual relationship of any kind(1)between the Contractor and the Architect or the Architect's consultants,(2)between the Owner and a Subcontractor or a Sub- subcontractor(although the Owner does not waive any third-party beneficiary rights it may otherwise have as to Subcontractors of any tier),(3)between the Owner and the Architect or the Architect's consultants or mg (4)between any persons or entities other than the Owner and the Contractor.The Architect shall,however,be entitled to performance and enforcement of obligations under the Contract intended to facilitate performance of the Architect's duties. ma §1.1.3 THE WORK The term"Work"means the construction,.and-services,and administrative procedures identified in and required by the Contract Documents,whether completed or partially completed and whether new construction "'r or modification of existing structures,and includes all other labor,materials,equipment and services provided or to be provided by the Contractor to fulfill the Contractor's obligations.The Work may constitute the whole or a part of the Project,and may include existing structures not specifically identified as being within the limits till of construction but nonetheless subject to impacts resulting from the Work. Where the Work requires construction that modifies or interfaces with existing structures,the Contractor shall ensure that the Work is compatible and interfaces with the as-built conditions of the existing structures. 'r'i §1.1.4 THE PROJECT The Project is the total construction and any modernization work to be performedef he The Work performed under the Contract Documents may be the whole or a part of the Projecta h-ich. The Project may iiiii include construction by the Owner and by separate contractors. AIA Document A201 TN--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This Alit®Document is protected by U.S.Copyright Law and international Treaties. 11 Unauthorized reproduction or distribution of this AlA5 Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. me 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) wr is oil §1.1.5 THE DRAWINGS The Drawings are the graphic and pictorial portions of the Contract Documents showing the design,location and dimensions of the Work,generally including plans,elevations,sections,details,schedules and diagrams. isii §1.1.6 THE SPECIFICATIONS The Specifications are that portion of the Contract Documents consisting of the written requirements for materials,equipment,systems,standards and workmanship for the Work,and-performance of related services, and may include specifically referenced Drawings and schedules. iiii §1.1.7 INSTRUMENTS OF SERVICE Instruments of Service are representations,in any medium of expression now known or later developed,of the um tangible and intangible creative work performed by the Architect and the Architect's consultants under their respective professional services agreements.Instruments of Service may include,without limitation,studies, surveys,models,sketches,drawings,specifications,and other similar materials through which the Work to begil executed by the Contractor is described. 41.1.8 PROJECT MANUAL The Project Manual is a volume or volumes assembled for the Work which may include the bidding ea requirements,sample forms,Conditions of the Contract and Specifications. The-Initial-Deeision-Maker-ia-thafiefsen--identified-ift-the-AgFeement--te-fender--initial-deeisiens-en-Glainis-in gill §1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS eii §1.2.1 The intent of the Contract Documents is to include all items necessary for the proper execution and completion of the Work by the Contractor.The Contract Documents are complementary,and what is required by one shall be as binding as if required by all;performance by the Contractor shall be required only to the extent consistent with the Contract Documents and reasonably inferable from them as being necessary to iiiim produce the indicated results. §1.2.2 Organization of the Specifications into divisions,sections and articles,and arrangement of Drawings iiii shall not control the Contractor in dividing the Work among Subcontractors or in establishing the extent of Work to be performed by any trade,nor shall it remove the obligation to complete all of the Work when coordination between the specifications and the drawings is required. rir §1.2.3 Unless otherwise stated in the Contract Documents,words not defined in the Contract Documents that have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. me 41.2.4 If there is any inconsistency in the Drawings,or between the Drawings and the Specifications,unless otherwise ordered in writing by the Architect or the Owner,the Contractor shall provide the better quality of,or the greater quantity of,work or materials as reasonably interpreted by the Architect or the Owner. so §1.3 CAPITALIZATION Terms capitalized in these General Conditions include those that are(1)specifically defined,(2)the titles ofNM I numbered articles and identified references to Sections in this document or(3)the titles of other documents published by the American Institute of Architects. §1.4 INTERPRETATION it' I 41.4.1 In the interest of brevity,the Contract Documents frequently omit modifying words such as"all"and "any"and articles such as"the"and"an,"but the fact that a modifier or an article is absent from one statement and appears in another is not intended to affect the interpretation of either statement. Ili AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 12 Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. Atli User Notes:Renton—25636001.1 (124 514 9 544) 11111 AIM AIM §1.4.2 Reference in the singular to an article,device,item or piece of equipment shall include the larger of the number of such articles indicated in the Contract Documents or the number required to complete the installation. §1.5 OWNERSHIP AND USE OF DRAWINGS,SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE §1.5.1 The Architect and the Architect's consultants shall,subject to any right of the Owner,be deemed the ewr authors and owners of their respective Instruments of Service,including the Drawings and Specifications,and will,subject to any right of the Owner,retain all common law,statutory and other reserved rights,including copyrights.The Contractor, Subcontractors, Sub-subcontractors,and material or equipment suppliers shall not own or claim a copyright in the Instruments of Service. Submittal or distribution to meet official regulatory requirements or for other purposes in connection with this Project is not to be construed as publication in derogation of the Architect's or Architect's consultants'reserved rights. §1.5.2 The Contractor, Subcontractors, Sub-subcontractors and material or equipment suppliers are authorized to use and reproduce the Instruments of Service provided to them solely and exclusively for execution of the Work under the Contract Documents and with respect to the Project.All copies made under this authorization shall bear the copyright notice,if any, shown on the Instruments of Service.All copies of the Instruments of Service,except the Contractor's record set,shall be returned or suitably accounted for to the Architect,on request,upon completion of the Work. The Contractor may retain one record set. The Contractor, Subcontractors, Sub-subcontractors,and material or equipment suppliers may not use the Instruments of wi Service on other projects or for additions to this Project outside the scope of the Work without the specific written consent of the Owner,Architect and the Architect's consultants. §1.6 TRANSMISSION OF DATA IN DIGITAL FORM Contractor acknowledges that drawings,specifications,Instruments of Service,or any other information or documentation that Contractor receives in digital form may contain transmission or translation errors and are issued for convenience only,and thus Contractor may only rely upon hard copy documents. intend rw , the A, - nt _tw n t. t D t a� :v.isu-- +wr ARTICLE 2 OWNER §2.1 GENERAL §2.1.1 The Owner is the person or entity identified as such in the Agreement and is referred to throughout the Contract Documents as if singular in number.The Owner shall designate in writing a representative who shall ' have express authority to bind the Owner with respect to all matters requiring the Owner's approval or authorization.Except as otherwise provided in Section 4.2.1,the Architect does not have such authority.The term"Owner"means the School District Board of DirectorsOwner or the Owner's authorized representative. The"Owner"does not include teachers,administrators,the school principal,staff,custodians,maintenance or safety workers,or others at the school. WAIVERS OF PROVISIONS OF THIS CONTRACT CAN ONLY BE MADE IN WRITING AND BY THE OWNER'S BOARD OF DIRECTORS. No officer,agent, representative,or employee of the Owner shall be personally responsible for any liability arising under this .rr Agreement. „rr §2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER §2.2.1 ad the Con ` T- " , The Contractor may only request in writing that the Owner provide reasonable such AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA Document,or any portion of it,may result in severe civil and criminal penalties,and will be 13 prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. +irl 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544 lid evidence that the Owner has made financial arrangements to fulfill the Owner's obligations under the Contract ow if(l-}the Owner fails to make payments of undisputed amounts to the Contractor as the Contract Documents require; ;or(3)if the Contractor identifies in writing a reasonable concern regarding the Owner's ability to make payment when due and the Owner agrees. After the Owner furnishes the evidence,the Owner shall not materially vary such financial arrangements without prior notice to the Contractor. via §2.2.2 Except for permits and fees that are the responsibility of the Contractor under the Contract Documents, including those required under Section 3.7.1,the Owner shall secure and pay for necessary environmental approvals,easements,assessments and charges required for construction,use or occupancy of permanent structures or for permanent changes in existing facilities. The Contractor is responsible to secure and pay for rs licenses and all other permits subject to Section 3.7.1. §2.2.3 The Owner shall-may furnish surveys describing physical characteristics,legal limitations and utility sr locations for the site of the Project,and a legal description of the site.The Contractor shall be entitled to rely on the accuracy of information furnished by the Owner but shall exercise proper precautions relating to the safe performance of the Work. The Contractor should assume that the locations of any underground or hidden utilities,underground tanks,plumbing or electrical runs indicated in the surveys or Contract Documents are se shown in approximate locations,but the Contractor is responsible for making all utility location checks. The Contractor is responsible for performing all utilities investigation and location work to determine the precise locations thereof. The Contractor shall not damage or interrupt utilities or utilities services of any kind.The oft Contractor shall bear the risk of loss arising out of its Work which directly or indirectly damages or interrupts any utilities or utilities services,or causes or contributes to damages of any nature,except in the case where the loss resulted because the utility location information provided by Owner or Utility Provider was inaccurate. is §2.2.4 The Owner,upon written request,shall furnish information or services required of the Owner by the Contract Documents with reasonable promptness.The Owner shall also furnish any other information or services under the Owner's control and relevant to the Contractor's performance of the Work with reasonableso promptness after receiving the Contractor's written request for such reasonable information or services. §2.2.5 Unless otherwise provided in the Contract Documents,the Owner shall furnish to the Contractor twenty (20)copies eneof the Contract Documents rill 1.5.2. Additional copies may be obtained at the cost of reproduction. Electronic files may be available from the Architect and may be subject to its terms. §2.3 OWNER'S RIGHT TO STOP THE WORK NI If the Contractor fails to correct Work that is not in accordance with the requirements of the Contract Documents as required by Section 12.2 or repeatedly or materially fails to carry out Work in accordance with the Contract Documents,the Owner may issue a written order signed personally or by an agent specifically so is empowered by the Owner to the Contractor to stop the Work,or any portion thereof,until the cause for such order has been eliminated;however,the right of the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this right for the benefit of itself or the Contractor or any other person or entity, except to the extent required by Section 6.1.3. au §2.4 OWNER'S RIGHT TO CARRY OUT THE WORK If the Contractor defaults or neglects to carry out the Work in accordance with the Contract Documents and I , la fails within a seven(7)ten-day period after receipt of written notice from the Owner to commence and continue to make reasonable progress toward the correction of such default or neglect with diligence and promptness, the Owner may,without prejudice to other remedies the Owner may have,correct such deficiencies.In such case an appropriate Change Order shall be issued deducting from payments then or thereafter due the ea Contractor the reasonable cost of correcting such deficiencies,including Owner's expenses and compensation for the Architect's additional services and expenses made necessary by such default,neglect or failure.The SS AIA Document A201 T'"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Ind. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 14 Unauthorized reproduction or distribution of this AlA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. (124 514 9 54 4) NI User Notes:Renton—25636001.1 aw pro right of the Owner to correct the Work pursuant to this Section 2.4 shall not give rise to any duty on the part of the Owner to exercise this right for the benefit of itself or others. If payments then or thereafter due the Contractor are not sufficient to cover such amounts,the Contractor shall pay the difference to the Owner. di ARTICLE 3 CONTRACTOR §3.1 GENERAL YIN §3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred to throughout Ithe Contract Documents as if singular in number.The Contractor shall be lawfully licensed,bonded,and insuredif-requifed in the jurisdiction where the Project is located.The Contractor shall designate in writing a representative who shall have express authority to bind the Contractor with respect to all matters under this `a'r Contract.The term"Contractor"means the Contractor or the Contractor's authorized representative. §3.1.2 The Contractor shall perform the Work in accordance with the Contract Documents and submittals am accepted pursuant to Section 3.12. §3.1.3 The Contractor shall not be relieved of obligations to perform the Work in accordance with the Contract Documents either by activities or duties of the Architect in the Architect's administration of the Contract,or by it tests,inspections or approvals required or performed by persons or entities other than the Contractor. §3.1.4 The Contractor shall be and operate as an independent contractor in the performance of the Work and AN shall have complete control over and responsibility for all personnel performing the Work. The Contractor is not authorized to enter into any agreements or undertakings for or on behalf of the Owner or to act as or be an agent or employee of the Owner. a" §3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR §3.2.1 Execution of the Contract by the Contractor is a representation that the Contractor has visited the site, become generally familiar with local conditions under which the Work is to be performed and correlated Ile personal observations with requirements of the Contract Documents. By executing this Contract,the Contractor represents and acknowledges that the Contract Sum is reasonable compensation for all the Work, that it is performing with its own forces any percentage of Work specified in the Contract Documents or the Bidding Documents(not including general conditions Work),that the Contract Time is adequate for the am performance of the Work,and that it has carefully examined the Contract Documents and the Project site, including any existing structures and access thereto,and any drawings of the existing conditions available from the Owner,and that it has satisfied itself as to the nature,location,character,quality and quantity of the Work, the labor,materials,equipment,goods,supplies,work,services and other items to be furnished and all other am requirements of the Contract Documents,as well as the surface conditions and other foreseeable matters that may be encountered at the Project site or affect performance of the Work or the cost or difficulty thereof, including but not limited to those conditions and matters affecting: transportation,access,local regulations, ill disposal,handling and storage of materials,equipment and other items:availability and quality of labor.water, electric power,utilities,drainage;availability and condition of roads;normal climatic conditions and seasons; physical conditions at the Project site and the surrounding locality;topography and ground surface conditions; w and equipment and facilities needed preliminary to and at all times during the performance of the Work. The failure of the Contractor fully to acquaint itself with any such condition or matter shall not in any way relieve the Contractor from the responsibility for performing the Work in accordance with the Contract Documents and within the Contract Time and the Contract Sum. air §3.2.2 Because the Contract Documents are complementary,the Contractor shall,before starting each portion of the Work,carefully study and compare the various Drawings, Specifications,and other Contract Documents relative to that portion of the Work,as well as the information furnished by the Owner pursuant to Section "n 2.2.3,shall take field measurements of and verify any existing conditions,including all general reference points and any interfering existing conditions,related to that portion of the Work,and shall observe any conditions at the site affecting it and shall carefully compare such field measurements and conditions and other information MN known to the Contractor with the Contract Documents before commencing such activities.These obligations AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958, 1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 15 Unauthorized reproduction or distribution of this AleDocument,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. we 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton-25636001.1 (124 514 9 544) MN dik ow are for the purpose of facilitating coordination and construction by the Contractor and are not for the purpose of or discovering errors,omissions,or inconsistencies in the Contract Documents;however,the Contractor shall Ipromptly report to the Architect and the Owner any errors,inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as the Owner or Architect may require.It is recognized that the Contractor's review is made in the Contractor's capacity as a contractor and not as a No licensed design professional,unless otherwise specifically provided in the Contract Documents. §3.2.3 The Contractor is not required to ascertain that the Contract Documents are in accordance with no applicable laws,statutes,ordinances,building codes,rules and regulations,or lawful orders of public authorities,but the Contractor shall promptly report to the Owner and Architect any nonconformity discovered by or made known to the Contractor as a request for information in such form as the Architect may require. The Contractor shall comply with all applicable Federal, State,County and City laws,ordinances and isa regulations,including,but not limited to,the latest applicable versions of: 1. International Building Code; Ili 2. Uniform Plumbing Code; 3. Uniform Mechanical Code:, 4. International Fire Code so 5. National Electrical Code:, 6. Washington State Energy Codewit 7. Washington State Rules and Regulations for Barrier-Free Design; 8. Americans with Disabilities Act(ADA); 9. Federal and State Safety Codes as adapted and/or modified by State and Local Ordinances:, r iik 10. Washington Sustainable Schools Protocol (WSSP) to the extent that this Project receives any State of Washington funds;and 11. Any applicable Municipal Code. §3.2.4 If the Contractor believes that additional cost or time is involved because of any design errors or so omissions or inconsistencies noted by the Contractor,or clarifications or instructions issued by the Owner or MN the Architect issues-in response to the Contractor's notices or requests for information pursuant to Sections 3.2.2 or 3.2.3,the Contractor shall make any Claims as provided in Article 15.If the Contractor fails to perform the obligations of Sections 3.2.2 or 3.2.3,the Contractor shall pay such costs and damages to the Owner as would have been avoided if the Contractor had performed such obligations.If the Contractor performs those so obligations,the Contractor shall not be liable to the Owner or Architect for damages resulting from errors, inconsistencies or omissions in the Contract Documents,for differences between field measurements or conditions and the Contract Documents,or for nonconformities of the Contract Documents to applicable laws, No statutes,ordinances,codes,rules and regulations,and lawful orders of public authorities unless the Contractor recognized or reasonably should have recognized such error,inconsistency,omission or difference and failed to report it to the Owner and the Architect. If the Contractor performs any construction activity it knows or reasonably should have known involves an error,inconsistency or omission in the Contract Documents or Si reports referenced therein without such notice to the Owner and the Architect,the Contractor shall be responsible for such performance and shall bear the attributable costs for correction. Ifili §3.2.5 Any investigations of hidden or subsurface conditions have been made for design purposes. The results of these investigations may be bound into the Project Manual or otherwise available for the convenience of Bidders and Sub-bidders but are not a part of the Contract Documents unless specifically indicated. While the Contractor may reasonably rely upon such investigation results,there is no guarantee,express or implied,that r the conditions indicated are representative of those existing throughout the site or that unforeseen developments may not occur. The Contractor is solely responsible for reasonably interpreting the information and extrapolating beyond the testing location,including each individual boring,test pit or other location. ■r AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.B.Copyright Law and International Treaties. 16 Unauthorized reproduction or distribution of this AlA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. 111 User Notes:Renton—25636001.1 (1245149544) silla §3.2.6 The Contractor shall do no work without applicable Drawings,Specifications,or written modifications or,where required,Shop Drawings,Product Data,or Samples,unless instructed to do so in writing by the rir Architect and the Owner. §3.3 SUPERVISION AND CONSTRUCTION PROCEDURES §3.3.1 The Contractor shall supervise and direct the Work,using the Contractor's best skill and attention.The rr Contractor shall be solely responsible for,and have control over,construction means,methods,techniques, sequences,assembly details and procedures and for coordinating all portions of the Work under the Contract, unless the Contract Documents give other specific instructions concerning these matters. the-Centr-act Documents-give-The Contractor shall review any such specific instructions concerning construction means, methods,techniques,sequences,assembly details,or procedures,the Contractor shall evaluate the jobsite safety thereof,and,shall advise the Owner and Architect(a)if the specified instruction or procedure deviates from what the Contractor considers to be good construction practice or jeopardizes jobsite safety,(b)if following the am instruction or procedure will negatively affect any warranties,or(c)if the Contractor objects to the instruction or procedure. The Contractor shall propose alternative instructions or procedures acceptable to the Contractor, for which no increase in the Contract Sum or Time will be made. The Contractor shall not proceed with such alternative instruction or procedure without the written acceptance of the Owner and the Architect and the Contractor and , hall be fully and solely responsible for the jobsite safety of such means, methods,techniques,sequences or procedures.If the Contraete-a * th * h- method* rr from th "rchi` e If thes then instructed to proceed with the required means,methods, teehniquesr , . §3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, yam principals,agents, Subcontractors of any tier and their agents and employees,and other persons or entities performing portions of the Work for,or on behalf of,the Contractor or any of its Subcontractors of any tier. §3.3.3 The Contractor shall be responsible for inspection of portions of Work already performed to determine that such portions are in proper condition to receive subsequent Work. Under no condition shall a section of Work proceed prior to preparatory work having been completed,cured,dried and otherwise made satisfactory to receive the related work. Responsibility for timely installation of all materials and equipment rests solely with the Contractor,who shall maintain coordination control at all times. The Contractor shall require its Subcontractors of any tier to be familiar with all aspects of the Contract Documents related to their Work. The Contractor shall ensure that the responsible Subcontractor has carefully examined all preparatory work that has been executed to receive its work and has notified the Contractor(who shall notify the Owner and Architect in writing)of any defects or imperfections in preparatory work that will, in any way,affect satisfactory completion of the Work. The lack of such notification or the failure of the Contractor to inspect such portions of the Work shall constitute an acceptance of preparatory work and a waiver of any later claim of defect therein. wa §3.3.4 The Contractor shall perform such detailed examination,inspection and quality surveillance of the Work as will ensure that the Work is progressing and is being completed in strict accordance with the Contract ara Documents,including the then current issue of the Drawings and Specifications. The Contractor shall be responsible for examination,inspection and quality surveillance of all Work performed by any Subcontractor of any tier. The Contractor shall determine when it is necessary to perform,and shall perform,tests(in addition to those requested by the Owner or required by the Specifications or any other provision of the Contract me Documents)to verify its inspections or to ensure that the Work is being completed in strict accordance with the Contract Documents. Inspection by or on behalf of the Owner shall not constitute approval of the Work. ri AIA Document A201 T"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958, 1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 17 Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) r. to §3.3.5 The Contractor shall plan and lay out all Work in advance of operations so as to coordinate all work IN without delay or revision. The Contractor shall establish and maintain existing lot lines,restrictions,existing survey markers of any kind,and bench marks. The Contractor shall establish and maintain all other lines, levels and bench marks necessary for the execution of the Work and take necessary steps to prevent theirin dislocation or destruction. The Contractor shall employ a professional land surveyor registered in the State of Washington to initially layout and be responsible for the accuracy of the Work. As part of the Record Drawings submittal during Project closeout,the Contractor shall provide a surveyed site plan noting all site improvements,including but not limited to building corners, storm,sewer,drains,grade and invert elevations. or $3.3.6 The Contractor shall maintain and contemporaneously provide the Owner with copies of daily reports of the activities related to the Work,including but not limited to numbers of workers by trade,equipment in use and stored,inspections,and performance of Change Order and Construction Change Directive Work. The iii daily report shall be completed on the form included in the Contract Documents or on a form provided by the Contractor and acceptable to the Owner. The Contractor shall submit a daily report to the Owner and the Architect on the work day following the day covered in the report. Failure to provide timely daily reports to In the Owner with the information required above will entitle the Owner to withhold progress payments otherwise due to the Contractor. Payment for any Changes to the Work shall not exceed the labor and equipment indicated on the daily reports. iii §3.4 LABOR AND MATERIALS §3.4.1 Unless otherwise provided in the Contract Documents,the Contractor shall provide and pay for labor, materials,equipment,tools,construction equipment and machinery,water,heat,utilities,transportation,and ow other facilities and services necessary for proper execution and completion of the Work,whether temporary or permanent and whether or not incorporated or to be incorporated in the Work. The Contractor shall install I temporary meters to quantify the Contractor's required reimbursement for utilities. NA §3.4.2 After the Contract has been executed,the Owner and the Architect may consider a written request for the substitution of material or products in place of those specified in the Contract Documents only under exceptional circumstances described in the Specifications following the procedures of the Contract Documents. is The written request must be submitted on the Owner's substitution form and include the specifications for the material or product and any proposed change in the Contract Sum or Contract Time. Exc . . . , The Contractor may make substitutions only with the written consent of the Owner,after evaluation by the ow Architect and in accordance with a Change Order,of-Construction Change Directive,or an Order for a Minor Change in the Work. By requesting a substitution,the Contractor represents that it has personally investigated the proposed material or product and determined that it is equal or better in all respects to that specified(or ifOP not equal or better in all respects.the Contractor shall identify such deficiencies),that the same or better warranty will be provided for the substitution,that complete cost data,including all direct and indirect costs of any kind,has been presented,that it waives any other known or unknown Claim for an increase in the Contract Sum or Contract Time,that it has coordinated with affected Subcontractors,and the substitution will not impact ON other parts of the Work,and that it will coordinate the installation of the substitute if accepted and make all associated changes in the Work. The Contractor will be responsible for the reasonable costs of any time the Owner and/or the Architect expend in reviewing a substitution request. rr1 §3.4.3.1 The Contractor shall enforce strict discipline and good order among the Contractor's employees and other persons carrying out the Work,including observance of drug testing and all smoking,tobacco,alcohol, parking.safety.weapons,background checks,sexual harassment,and other rules governing the conduct of so personnel at the Owner's property and the Project site.The Contractor shall not permit employment of unfit persons or persons not properly skilled in tasks assigned to them. The Contractor shall ensure that all persons performing the Work comply with the Owner's tobacco-free policy,and will not and do not engage in inappropriate conduct or inappropriate contact with students or staff. Neither the Contractor nor any of its am Subcontractors of any tier shall utilize any employee at the site or permit any contact between children at a public school and any employee who has pled guilty to or been convicted of any felony crime involving the OW AIA Document A2011"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 18 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. Mb User Notes:Renton-25636001.1 (124 514 9 54 4) physical neglect of a child under Chapter 9A.42 RCW,the physical injury or death of a child under Chapter 9A.32 RCW or Chapter 9A.36 RCW(except motor vehicle violations under Chapter 46.61 RCW), sexual exploitation of a child under Chapter 9A.68A RCW,sexual offenses under Chapter 9A.44 RCW where a minor is a victim,promoting prostitution of a minor under Chapter 9A.88 RCW,the sale or purchase of a minor child under Chapter 9A.64.030 RCW,or violation of similar laws of another jurisdiction. The Contractor shall remove from the Work and Work site any employee or other person who has engaged in such actions or who the Owner reasonably considers objectionable without change in the Contract Sum or Contract Time. Without limiting the generality of the foregoing,the Contractor shall ensure by appropriate provisions in each subcontract agreement that the Contractor may remove from the Work and Work site any Subcontractor or Subcontractor's employee who has engaged in such action. At no change to the Contract Sum or Contract Time,the Contractor shall remove from the Work and Work site any employee or other person pursuant to this Section 3.4.3. Failure to comply with these requirements is grounds for immediate termination of the Agreement for cause. §3.4.3.2 Any employees of the Contractor and Subcontractors who will have regularly scheduled unsupervised access to children shall be subject to a record check through the Washington state patrol criminal identification system under RCW 43.43.830 through 834,RCW 10.97.030,and RCW 10.97.050 and through the Federal Bureau of Investigation before the Contractor permits them to have such access to children. The record check to shall include a fingerprint check using a complete Washington state criminal identification fingerprint card. The Owner shall provide necessary cooperation associated with required record check. When necessary, applicants may be employed on a conditional basis pending completion of the investigation. If the applicant has had a record check within the previous two years,the Owner or the Contractor may waive the requirement. The costs associated with the record check shall be included as part of the Contract Sum. The Contractor shall represent to the Owner in writing that it has complied with this requirement. OM §3.4.4 Prevailing Wages. §3.4.4.1 Pursuant to RCW 39.12,"Prevailing Wages on Public Works,"no worker,laborer,or mechanic employed in the performance of any part of the Work shall be paid less than the"prevailing rate of wage"(in effect as of the date that bids are due)as determined by the Industrial Statistician of the Department of Labor and Industries. The schedule of the prevailing wage rates for the locality or localities where this Contract will be performed is attached to the executed contract and made a part of the Contract Documents by reference as though fully set forth herein;if not attached,then the applicable prevailing wages are determined as of the Bid Date for the county in which the Project is located and are available at http://www.lni.wa.gov/TradesLicensing/ PrevWage/WageRates/default.asp. A copy is available for viewing at the Owner's office,and a hard copy will be mailed upon request. To the extent that there is any discrepancy between the attached orprovided schedule to of prevailing wage rates and the_published rates applicable under WAC 296-127-011,or if no schedule is attached,the applicable published rates shall apply with no increase in the Contract Sum. It is the Contractor's responsibility to ensure that the correct prevailing wage rates are paid. The Contractor shall provide the respective Subcontractors with a schedule of the applicable prevailing wage rates. Questions relating to prevailing wage data should be addressed to the Industrial Statistician upon request. Mailing Department of Labor and Industries Address: Prevailing Wage Office PO Box 44540 to Olympia, WA 98504 Telephone: (360)902-5335 Facsimile: (360)902-5300 4 3.4.4.2 Pursuant to RCW 39.12.060,in case any dispute arises as to what are the prevailing rates of wages for work of a similar nature,and such dispute cannot be adjusted by the parties in interest,including labor and management representatives,the matter shall be referred for arbitration to the director of the Department of Labor and Industries of the state,and his or her decision therein shall be final and conclusive and binding on all parties involved in the dispute. AIA Document A201 T'"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958, 1961,1963,1966,1970,1976,1987,1997,and 2007 by The 'nit. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be 19 prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 544) +rr rrr 4 3.4.4.3 The Contractor shall defend,indemnify and hold the Owner harmless,including attorneys' fees,from ■r any violation or alleged violation by the Contractor or any Subcontractor of any tier of RCW 39.12("Prevailing Wages on Public Works")and Chapter 51 RCW("Industrial Insurance"),including without limitation RCW 51.12.050. rlrl §3.4.5 The Contractor shall comply with all applicable provisions of RCW 49.28 C'Hours of Labor"). §3.4.6 Pursuant to RCW 49.70,"Worker and Community Right to Know Act,"and WAC 296-62-054 et seq., the Contractor shall provide the Owner copies of and have available at the Project Site a workplace survey or material safety data sheets for all"hazardous"chemicals under the control or use of Contractor or any Subcontractor of any tier at the Project Site. The Contractor shall not be entitled to an increase in the Contract Time or Contract Sum arising from its failure or alleged failure to comply with this statute or regulation. §3.4.7 Certified Asbestos-Free and Lead-Free Products: All products and materials incorporated into the Project as part of the Work shall be certified as"asbestos-free"and"lead-free"by United States standards. At the completion of the project the Contractor shall submit Certifications of Asbestos-Free and of Lead-Free Materials certifying that all materials and products incorporated into the Work meet the requirements of this section. §3.4.8 The Contractor shall be responsible for labor peace on the Project and shall at all times use its best efforts and exercise its best judgment as an experienced contractor to adopt and implement policies and practices designed to avoid work stoppages,slowdowns,disputes or strikes where reasonably possible and practical under the circumstances,and shall at all times maintain Project-wide labor harmony. §3.4.9 Materials shall conform to the manufacturer's standards in effect at the date of execution of the Contract Documents and shall be installed in strict accordance with the manufacturer's instructions,specifications and directions. The Contractor shall,if required in writing by the Owner or Architect,furnish satisfactory evidence regarding the kind and quality of any materials identifying thereon the source,and warranting their quality and compliance with the Contract Documents. rrr 4 3.4.10 Apprenticeship. §3.4.10.1 Pursuant to RCW 39.04.320,no less than fifteen percent of the Labor Hours shall be performed by apprentices,unless a different amount is permitted or otherwise required by law. No 4 3.4.10.2 Apprentice hours shall be performed by participants in training programs approved by the Washington State Apprenticeship Council. rill §3.4.10.3 "Labor hours"means the total hours of workers receiving an hourly wage who are directly employed on the site of the public works project. "Labor hours"includes hours performed by workers employed by the Contractor and all Subcontractors working on the Project. "Labor hours"does not include hours worked by foremen,superintendents,owners,and workers who are not subject to prevailing wage requirements of RCW 39.12. 4 3.4.10.4 During the term of this Contract,the Owner may adjust the apprentice labor hour requirement upon its finding or determination that includes: .1 A demonstration of lack of availability of apprentices in the geographic area of the Project; .2 A disproportionately high ratio of material costs to labor hours that does not make feasible the required minimum levels of apprentice participation; .3 Demonstration by participating contractors of a good faith effort to comply with the requirements of RCW 39.04.300,39.04.310 and 39.04.320; sto .4 Small contractors or subcontractors(e.g.,small or emerging businesses)would be forced to displace regularly employed members of their workforce; rr AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The 'nit. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 20 Unauthorized reproduction or distribution of this AlA®Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 544) .5 The reasonable and necessary requirements of the Contract render apprentice utilization infeasible at the required level(e.g.,the number of skilled workers required and/or limitations on the time available to perform the Work preclude utilization of apprentices);or arr .6 Other criteria the Owner deems appropriate,which are subject to review by the office of the Governor. §3.4.10.5 The Contractor shall report apprentice participation to the Owner at least quarterly,on forms err provided or acceptable to the Owner. In addition,copies of quarterly certified payroll records may be requested to document the goal. The reports will include: .1 The name of the Project; .2 The dollar value of the Project; .3 The date of the Contractor's notice to proceed; .4 The name of each apprentice and apprentice registration number; .5 The number of apprentices and labor hours worked by them,categorized by trade or craft; ++� .6 The number of journey level workers and labor hours worked by them,categorized by trade or craft:and .7 The number,type,and rationale for the exceptions granted. 4 3.4.11 Off-Site Prefabricated Items. Pursuant to RCW 39.04.370,if the Contract Sum for the Project exceeds one million dollars,the Contractor shall submit to the Washington State Department of Labor and Industries(or shall cause a Subcontractor to submit on the Contractor's behalf)certain information about off-site,prefabricated,nonstandard,project specific items produced for the Project outside the State of Washington. The information to submit includes: (a)the estimated cost of the public works project;(b)the name of the awarding agency and the title of the public works project;(c)the contract value of the off-site,prefabricated,nonstandard,project specific items produced outside the State of Washington,including labor and materials;and(d)the name,address,and federal employer identification number of the contractor that produced the off-site,prefabricated,nonstandard,project specific items. The information to be submitted must be provided as part of the affidavit of wages paid submittal filed with the Washington State Department of Labor and Industries pursuant to RCW 39.12.040. The information is only required to be submitted by the Contractor or a Subcontractor of any Tier that directly contracts for the off-site,prefabricated,nonstandard,project specific items produced outside the State of Washington. For the purposes of this Section,"off site,prefabricated,nonstandard,project specific items" means products or items that are:(a)made primarily of architectural or structural precast concrete,fabricated steel,pipe and pipe systems,or sheet metal and sheet metal duct work;(b)produced specifically for the Project and not considered to be regularly available shelf items;(c)produced or manufactured by labor expended to assemble or modify standard items;and(d)produced at an off-site location. §3.5 WARRANTY 4 3.5.1 The Contractor warrants to the Owner and Architect that materials and equipment furnished under the Contract will be of good quality and new unless the Contract Documents require or explicitly permit otherwise. The Contractor further warrants that the Work will be performed in a skillful and workmanlike manner,will conform to the requirements of the Contract Documents,.and will be free from defects,except for those inherent in the quality of the Work the Contract Documents require-er permit.Work,materials,or equipment not conforming to these requirements,including substitutions not properly approved and authorized, shall bemaybe considered defective.The Contractor's warranty excludes remedy for damage or defect caused by abuse by the Owner,alterations to the Work not executed by the Contractor,improper or insufficient maintenance,improper operation,or normal wear and tear and normal usage.If required by the Owner or Architect,the Contractor shall furnish satisfactory evidence as to the kind and quality of materials and equipment. The Contractor is not relieved of its general warranty obligations by the specification of a 1111 particular product or procedure in the Contract Documents. Warranties in the Contract Documents shall survive completion,acceptance and fmal payment. +�w AIA Document A201 T"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958, 1961,1963,1966,1970,1976,1987,1997,and 2007 by The Ina: American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 21 Unauthorized reproduction or distribution of this AlAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. +1t11 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) Ail! Arrimiummermw III §3.5.2 The Contractor shall collect,assign,and deliver to the Owner any specific written warranties given by l others. §3.5.3 Warranty language shall comply with the Contract Documents and shall be submitted to the Owner and Architect at least thirty(30)days prior to ordering the warranted material or equipment. 1111 §3.6 TAXES The Contractor shall pay sales,consumer,use,B&O,income,and similar taxes for the Work provided by the ON Contractor that are legally enacted when bids are received ,whether or not yet effective or merely scheduled to go into effect. The only taxes excluded from the Contract Sum or separately reimbursable are state and local sales taxes. im §3.7 PERMITS,FEES,NOTICES,AND COMPLIANCE WITH LAWS §3.7.1 Unless otherwise provided in the Contract Documents,the Owner will secure and pay directly for the permits and fees listed as its responsibility in the Special Conditions. The Contractor shall secure and the Brit Owner will reimburse the Contractor,without markup,for all other permits,including Subcontractor permits,and fees,including plan check fees for deferred submittals and application and review fees for any and all shop drawings or bidder designed systems,licenses,and inspections by government agencies necessary for proper execution and completion of the Work that are customarily iiii secured after execution of the Contract and legally required at the time bids are received or negotiations concluded. The Owner will not pay or reimburse the Contractor for license fees,renewals or penalties,which shall be solely the Contractor's responsibility. The Contractor should not include in the Contract Sum theAi direct cost of any permits or fees for which the Owner will reimburse the Contractor under this Section. §3.7.2 The Contractor shall comply with and give notices required by applicable laws,statutes,ordinances, codes,rules and regulations,and lawful orders of public authorities applicable to performance of the Work. Illi The Contractor shall coordinate and schedule all Work with permitting agencies,utility companies,and other such agencies determined to have jurisdictional authority necessary for completion of the Work. The Contractor shall keep the Owner informed of communications from these authorities and utilities. The Ownerori will assist the Contractor with such coordination and scheduling,but the Owner is not responsible for any delays caused by such permitting agencies,utility companies,and other such agencies determined to have jurisdictional authority. The Contractor shall be responsible for providing all information,documents,and fees (reimbursable by the Owner and otherwise)to the permitting agencies,utility companies,and other such II agencies determined to have jurisdictional authority within thirty(30)days after issuance of the Notice to Proceed to the extent necessary for site access and,for other purposes,as soon as necessary to obtain and coordinate permits,utility and other such connections. The Contractor shall obtain all permit renewals duringas the course of the Work,at Contractor's sole cost. The Contractor will be responsible for providing information and fees to the Department of Labor and Industries during the Project at Contractor's sole cost. §3.7.3 If the Contractor observes that portions of the Contract Documents are at variance with applicable laws, Ire statutes,ordinances,codes,rules or regulations,or lawful orders of public authorities,the Contractor shall promptly notify the Architect and Owner in writing,and necessary changes shall be accomplished by appropriate Modification. If the Contractor performs Work knowing it to be contrary to applicable laws, statutes,ordinances,codes,rules and regulations,or lawful orders of public authorities,the Contractor shall so assume apprepr-iate-responsibility for such Work and shall bear the costs attributable to correction. §3.7.4 Concealed or Unknown Conditions.If the Contractor encounters conditions at the site that are(1) I Isubsurface or otherwise concealed physical conditions that differ materially from those indicated in any soils reports made available by the Owner to the Contractor or in the Contract Documents or(2)unknown physical conditions of an unusual nature,that differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents,the MI IContractor shall promptly provide written notice to the Owner and the Architect before conditions are disturbed and in no event later than seven(7)24-days after first observance of the conditions.The Architect will promptly au AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Ins. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 22 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. MI User Notes:Renton-25636001.1 (124 514 9 54 4) Ili err ;rri investigate such conditions and,if the Architect determines that they differ materially and cause an increase or decrease in the Contractor's cost of,or time required for,performance of any part of the Work,will recommend an equitable adjustment in the Contract Sum or Contract Time,or both,consistent with the requirements of the k Contract Documents.If the Architect determines that the conditions at the site are not materially different from those indicated in the Contract Documents and that no change in the terms of the Contract is justified,the Architect shall promptly notify the Owner and Contractor in writingasens._ f--either-papty disputes-Any Claim of the Contractor arising from the Architect's determination or recommendation au tutet-preseed-as-previded shall be made in accordance with the dispute resolution procedure in Article 15. No increase to the Contract Sum or the Contract Time shall be allowed if the Contractor knew or reasonably should have known of the concealed conditions prior to its executing the Contract. 'rs §3.7.5 If, in the course of the Work,the Contractor encounters human remains or recognizes the existence of burial markers,archaeological sites or wetlands not indicated in the Contract Documents,the Contractor shall immediately suspend any operations that would affect them and shall immediately notify the Owner and AN Architect by telephone call and also in writing.Upon receipt of such written notice,the Owner shall promptly take any action necessary to obtain governmental authorization required to resume the operations.The IContractor shall continue to suspend such operations that may affect the human remains,burial markers, archaeological sites or wetlands until otherwise instructed by the Owner but shall continue with all other sx operations that do not affect those remains or features.Requests for adjustments in the Contract Sum and 1 Contract Time,if any,arising from the existence of such remains or features shallmay be made as provided in Article 15. tildi §3.8 ALLOWANCES §3.8.1 The Contractor shall include in the Contract Sum all allowances stated in the Contract Documents.Items covered by allowances shall be supplied for such amounts and by such persons or entities as the Owner may Nil direct,but the Contractor shall not be required to employ persons or entities to whom the Contractor has made reasonable and timely written objection. ain §3.8.2 Unless otherwise provided in the Contract Documents, .1 allowances shall cover the cost to the Contractor of materials and equipment delivered at the site and all required taxes except sales tax,less applicable trade discounts; .2 Contractor's costs for unloading and handling at the site,labor,installation costs,overhead,profit "'s and other expenses contemplated for stated allowance amounts shall be included in the Contract Sum but not in the allowances;and .3 whenever costs are more than or less than allowances,the Contract Sum shall be adjusted mo accordingly by Change Order.The amount of the Change Order shall reflect(1)the difference between actual,reasonable costs and the allowances under Section 3.8.2.1 and(2)changes in Contractor's costs under Section 3.8.2.2,except when the Allowance is based on a unit price specified in the Agreement. 11111 Allowances are defined in the Contract Documents due to the uncertainty in the scope,price and quantity of the Allowance items at the time the Contract was executed. Whenever actual costs are more or less than the se allowance,the Contract Sum will be adjusted accordingly by Change Order. The Contractor must provide the Owner with written notice of its intent to exceed an allowance amount,with estimates and justification (providing the Owner with the opportunity to approve or reject the excess costs),before exceeding an allowance amount. ill §3.8.3 Materrials-When applicable,materials and equipment under an allowance shall be selected by the Owner with reasonable promptness. N"' §3.9 TCENN PER S INDENTPROJECT MANAGEMENT SUPERINTENDENTPROJECT §3.9.1 The Contractor shall employ a competent,experienced project manager,project engineer,superintendent and necessary assistants who shall regularly be in attendance at the Project site during performance of the +rr Init AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 23 Unauthorized reproduction or distribution of this AlA' Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. MI 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) ma Work.The superintendent shall represent the Contractor,and communications given to the superintendent shall M, Ibe as binding as if given to the Contractor. Important communications shall be confirmed in writing. Other communications shall be similarly confirmed on written request in each case. $3.9.2 The superintendent,project manager engineer shall be employees of the Contractor. The irri g and project superintendent or project manager shall remain on the Project site whenever Subcontractors of any tier are present and not less than eight(8)hours per day.five(5)days per week,unless the job is closed down due to a legal holiday,a general strike,conditions beyond the control of the Contractor,termination of the Contract in rm accordance with the Contract Documents or unless Substantial Completion is attained. After Substantial Completion,a qualified,experienced representative of the Contractor with authority to bind the Contractor shall remain on site full-time until Final Completion is attained. Neither the superintendent nor the Contractor's project manager or project engineer shall be changed without the approval of the Owner,which shall not be isi unreasonably withheld. The superintendent shall not be employed on any other project during the course of the Work. The Contractor shall also have available for work on site experienced,skilled employees,such as carpenters,laborers,erection specialists,etc.,to perform work as needed. IN §3.9.32 The Contractor,within ten(10)days as-seen-as-prnetieable-after award of the Contract,shall furnish in writing to the Owner through the Architect the name and qualifications of a proposed superintendent,project manager,and project engineer.The Owner or Architect may reply within a reasonable timel4 days to the MN Contractor Wig-stating(1)whether the Owner or the Architect has reasonable objection to the proposed superintendent,project manager,or project engineer or(2)that the Architect or Owner requires additional time to review.Failure of the Owner or Architect to reply within a reasonable timethe '^ day period shall constitute ma notice of no reasonable objection. Within ten(10)days after award of the Contract,the Contractor shall also furnish to the Architect and Owner: .1 A chain-of-command organizational chart which includes all supervisory personnel,including the project executive,project manager,the project engineer and the superintendent,assistant I ei superintendent and lead foreman,that the Contractor intends to use on the Work. The chart shall specify any limits of authority for each person,including any limitation on his or her ability to speak for and bind the Contractor,as well as any limits on decision-making authority with respectIN to specific dollar values,contract time,and issues affecting quality of the Work. .2 Complete resumes,including all past and current projects,for the project manager,the project engineer and the superintendent. The Owner intends to review the resumes and verify references, and it reserves the right to reject personnel reasonably believed to be unsuitable or incompatible OM for the Project. The Contractor shall replace any rejected personnel with an agreeable replacement at no increase in the Contract Sum or Contract Time. .3 A list of telephone numbers for all key personnel of the Contractor and its principal gm subcontractors for purposes of contacting personnel after hours in the event of an emergency. The list shall be periodically updated as necessary to ensure the Owner has the most current information. MI I §3.9.43 The Contractor shall not employ a proposed superintendent,project manager,or project engineer to whom the Owner or Architect has made reasonable and timely objection.The Contractor shall not change the superintendent,project manager,or project engineer without the Owner's consent,which shall not aa unreasonably be withheld or delayed.The Contractor shall have available for work on site experienced,skilled workers,such as carpenters,laborers,and erection specialists,to perform work as needed. §3.10 CONTRACTOR'S CONSTRUCTION SCHEDULES um §3.10.1 The Contractor,promptly and within ten(10)days after being awarded the Contract,shall prepare and submit for the Owner's and Architect's information a Contractor's construction schedule for the Work,which shall be consistent with the requirements of the Contract Documents.Prior to submitting its first Application for Payment and as requested by the Owner with any Application for Payment thereafter,the Contractor,after tio consultation with its Subcontractors,shall submit two hard copies and an electronic copy of the Contractor's construction schedule consistent with the requirements of the Contract Documents. The Owner may withhold Nis AIA Document A201 TM'--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 24 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. Ili User Notes:Renton—25636001.1 (124 514 9 544) did I not less than ten percent of any progress payment until a satisfactory schedule is submitted.The schedule shall not exceed time limits current under the Contract Documents,shall be revised at appropriate intervals as required by the conditions of the Work and Project,shall be related to the entire Project to the extent required by the Contract Documents,and shall provide for expeditious and practicable execution of the Work. The Contractor shall allocate in the schedule of values a separate line item in the amount of at least one-half of one percent(.5%)of the Contract Sum for scheduling,which shall cover both the initial schedule and all monthly updates. The Contractor shall request payment for this line item with each Payment Application,based upon rrt the percentage completion of the Project. For any month that the Contractor fails to submit an updated schedule,the Contractor shall not be entitled to any payment for scheduling for that month,and the percentage of the scheduling line item represented by that month's percentage of completion of the Work shall be permanently deducted from the Contract Sum by Change Order. §3.10.2 The Contractor shall prepare and keep current for the Owner and Architect's review,a submittal schedule,within fifteen(15)dayspremptly after being awarded the Contract and update it thereafter as „r necessary to maintain a current submittal schedule,and shall submit the schedule(s)for the Owner and Architect's reviewappreval.The Owner and Architect's approval-review shall not unreasonably be delayed or withheld.The submittal schedule shall(1)be coordinated with the Contractor's construction schedule,and(2) allow the Architect and Owner reasonable time to review submittals in accordance with the Specifications and submittal procedures. The Contractor should expect,and prepare a submittal schedule that reflects,a response time of at least twenty-one(21)days for the Architect's review and at least fourteen(14)additional days for review by the Architect's consultants. Complex,inter-related or multiple submittals will often take longer. Neither the Owner nor the Architect can guarantee response times from governmental authorities,such as permitting agencies or review of any required deferred submittals. If the Contractor fails to submit an acceptable submittal schedule,the Contractor shall not be entitled to any increase in Contract Sum or extension of Contract Time based on the time required for review of submittals. rr §3.10.3 The Contractor shall perform the Work in general accordance with the most recent schedules submitted to the Owner and Architect and shall promptly notify the Owner of any substantial deviations from those schedules,including deviations that may affect the critical path. §3.10.4 The Contractor shall attend and participate in and ensure applicable Subcontractors of any tier attend and participate in: .1 A preconstruction meeting; .2 Regular weekly on-site Project status meetings scheduled by the Owner or by the Architect to review progress of the Work,to discuss the Contractor's progress reports,to obtain necessary Owner's or Architect's approvals,and generally to keep the Owner and Architect informed and involved in the progress of the Project;and .3 Other meetings scheduled from time to time by the Owner or by the Architect to review progress of the Work and other pertinent matters. §3.11 DOCUMENTS AND SAMPLES AT THE SITE The Contractor shall maintain at the site for the Owner and update at least weekly one record copy of the Drawings,Specifications,Addenda,Change Orders,Construction Change Directives,and other Modifications, in good order and marked currently to indicate field changes and selections made during construction,and one record copy of approved accepted Shop Drawings,Product Data,Samples and similar required submittals. These shall be available to the Architect and the Owner and shall be delivered to the Architect for submittal to ado the Owner upon completion of the Work as a record of the Work as constructed. The Contractor shall review and follow the standards referenced in the Specifications. The location of all existing or new hidden piping, valves,conduit,cabling and utilities,as located during the course of construction,shall be appropriately marked until the actual field location dimensions and coordinates are incorporated on the Record Drawings, and mechanical and electrical deviations and changes shall be included. The documents shall include all Architectural,Mechanical,Electrical,Structural,Landscape and Civil Record Drawings,whether changes occur or not. These documents,as well as the approved permit set of plans,shall be available to the Architect and Mk Init AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 25 Unauthorized reproduction or distribution of this AIA Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. +ilYl 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 544) IIIII Owner at the site and reviewed with them on a monthly basis. Upon Final Completion of the Work,the rr, Contractor shall transfer all as-built information in a clear and legible manner as described in the Contract Documents and in compliance with all requirements of local governmental entities,shall certify in writing that these documents reflect complete and accurate"as-built"conditions,and shall deliver the following in a clear, clean and legible manner: (i)complete,integrated copies of the documents in both paper form in good imo condition and in electronic form in the same format as originally created by the Architect,(ii)the approved permit set of plans,and(iii)full-size record documents,Shop Drawings,Specifications,Addenda,Operation and Maintenance Manuals and Warranties to the Architect for review and,upon approval,submittal to the oft Owner in accordance with the provisions of the Contract Documents. Satisfactory maintenance of up-to-date Record Drawings on a monthly basis is a requirement for approval of progress payments. §3.12 SHOP DRAWINGS,PRODUCT DATA AND SAMPLES 1.11 §3.12.1 Shop Drawings are drawings,diagrams,schedules and other data specially prepared for the Work by the Contractor or a Subcontractor,Sub-subcontractor,manufacturer,supplier or distributor to illustrate some portion of the Work. is §3.12.2 Product Data are illustrations,standard schedules,performance charts,instructions,brochures, diagrams and other information furnished by the Contractor to illustrate materials or equipment for some portion of the Work. No I §3.12.3 Samples are physical examples and/or assemblies or mock-ups that illustrate materials,equipment or workmanship and establish acceptable standards by which the Work will be judged. No §3.12.4 Shop Drawings,Product Data,Samples and similar submittals are not Contract Documents.Their I purpose is for the Contractor to demonstrate the way by which the Contractor proposes to conform to the information given and the design concept expressed in the Contract Documents for those portions of the Work al for which the Contract Documents require submittals.Review and acceptance of such submittals by the Owner or the Architect is subject to the limitations of Section 4.2.7 and shall not constitute an approval of the Contractor's means and methods or a waiver or modification of any requirement of the Contract Documents. so Informational submittals upon which the Owner or the Architect is not expected to take responsive action may be so identified in the Contract Documents.Submittals that are not required by the Contract Documents may be (but are not required to be)returned by the Owner or Architect without action. No §3.12.5 The Contractor shall review for compliance with the Contract Documents,note any deviations from the Contract Documents,approve in writing,and submit to the Architect,Shop Drawings,Product Data,Samples and similar submittals required by the Contract Documents in accordance with the submittal schedule approvediiill accepted by the Owner and Architect or,in the absence of an approved-accepted submittal schedule,with reasonable promptness and frequency and in such sequence and uniform flow rate as to cause no delay in the Work or in the activities of the Owner or of separate contractors. The Architect may return without action submittals that are not marked as reviewed for compliance with the Contract Documents and approved by the No Contractor;such return will not constitute an Owner-caused delay to the Contractor. At the time of submission, the Contractor shall inform the Architect in writing if expedited review is requested or if there is any deviation in the Shop Drawings,Product Data.or Samples from the requirements of the Contract Documents. So far as practicable,each Shop Drawing or Product Data submittal shall bear a cross reference note referring to iN Drawing or detail numbers on the Drawings showing the same Work in order to facilitate checking of Shop Drawing or Product Data and their prompt return to the Contractor. Shop Drawings for interrelated Work shall be submitted at approximately the same time. The Contractor shall stamp and initial its approval on all l submittals prior to submitting them to the Architect indicating that the Contractor has satisfied its responsibilities under the Contract Documents for review of the submittals. Unless otherwise directed in writing,the Contractor shall submit one reproducible copy and five black line print copies to the Architect for its use and distribution. The Architect will retain the reproducible copy. The Contractor shall keep accurate No records of the receipt,review and delivery of all submittals and shall submit to the Owner reports every other lilli AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 26 Unauthorized reproduction or distribution of this AlA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. OS User Notes:Renton—25636001.1 (1245149544) ++� Iweek on the status of their review,identifying the location and the causes of any failure to promptly receive such submissions and suggesting responsibility. §3.12.6 By approving and submitting Shop Drawings,Product Data, Samples and similar submittals,the Contractor represents to the Owner and Architect that the Contractor has(1)reviewed and approved them,(2) determined and verified materials,field measurements and field construction criteria related thereto,or will do so and(3)checked and coordinated the information contained within such submittals with the requirements of rr the Work and of the Contract Documents. .1 Each submittal shall bear a stamp or specific written indication that Contractor has satisfied Contractor's responsibilities under the Contract Documents with respect to the review of the submission. The Contractor's superintendent must initial each submittal. Submittals that are simply passed through by the Contractor's clerical staff are not sufficient to meet these requirements. .2 Each submittal shall be accompanied by a completed Submittal Cover Sheet,as included in the rr Project Manual or provided by the Architect,which shall clearly identify applicable Specification Section and paragraph number(s),material,supplier,pertinent data such as catalog numbers and the use for which intended. §3.12.7 The Contractor shall perform no portion of the Work for which the Contract Documents require submittal and review of Shop Drawings,Product Data, Samples or similar submittals until the respective submittal has been reviewed and accepted approved-by the Architect. §3.12.8 The Work shall be in accordance with approved-accepted submittals except that the Contractor shall not be relieved of responsibility for deviations from requirements of the Contract Documents by the Architect's approval acceptance of Shop Drawings,Product Data, Samples or similar submittals unless the Contractor has specifically informed the Architect in writing of such deviation at the time of submittal and(1)the Architect has given written approval-to-acceptance of the specific deviation as a mMinor eChange in the Work,or(2)a Change Order or Construction Change Directive has been issued authorizing the deviation.The Contractor shall not be relieved of responsibility for errors or omissions in Shop Drawings,Product Data, Samples or similar submittals by the Architect's-appreval review or acceptance thereof. Any corrections or modifications to Shop Drawings made by the Architect shall be deemed accepted by the Contractor,without change in Contract Sum or Contract Time,unless the Contractor provides the Architect with written notice at least three "" (3)working days before commencing any Work from such Shop Drawings. The Contractor shall make all corrections requested by the Architect and,when requested by the Architect,provide a corrected submittal without change in the Contract Sum or Contract Time. §3.12.9 The Contractor shall direct specific attention,in writing or on resubmitted Shop Drawings,Product Data,Samples or similar submittals,to revisions other than those requested by the Architect on previous I submittals.In the absence of such written notice,the Architect's approval-acceptance of a resubmission shall rw not apply to such revisions. §3.12.10 The Contractor shall not be required to provide professional services that constitute the practice of srl architecture or engineering unless such services are specifically required by the Contract Documents for a portion of the Work or unless the Contractor needs to provide such services in order to carry out the Contractor's responsibilities for construction means,methods,techniques,sequences and procedures.The Contractor shall not be required to provide professional services in violation of applicable law. If professional rrr design services or certifications by a design professional related to systems,materials or equipment are specifically required of the Contractor by the Contract Documents,the Owner and the Architect will specify all performance and design criteria that such services must satisfy.The Contractor shall cause such services or certifications to be provided by a properly licensed design professional,whose signature and seal shall appear on all drawings,calculations,specifications,certifications,ShopDrawings and other submittals prepared g , p g by such professional. Shop Drawings and other submittals related to the Work designed or certified by such professional, if prepared by others,shall bear such professional's written approval when submitted to the AIA Document A201 TM--2007. Copyright m 1911,1915,1918,1925,1937,1951,1958, 1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 27 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:—Renton—25636001 1 (1245149544) f1W ISO Architect.The Owner and the Architect shall be entitled to rely upon the adequacy,accuracy and completeness Nis of the services,certifications and approvals performed or provided by such design professionals,provided the Owner and Architect have specified to the Contractor all performance and design criteria that such services I must satisfy.Pursuant to this Section 3.12.10,the Architect will review,approve-accept or take other appropriate action on submittals only for the limited purpose of checking for conformance with information irlr given and the design concept expressed in the Contract Documents.The Contractor shall not be responsible for the adequacy of the performance and design criteria specified in the Contract Documents. rri §3.13 USE OF SITE 4 3.13.1 The Contractor shall confine operations at the site to areas permitted by applicable laws,statutes, ordinances,permits,codes,rules and regulations,and lawful orders of public authorities and the Contract Documents and shall not unreasonably encumber the site with materials or equipment. Materials and equipment on site shall be used directly in the Work and not stored on site after their use is complete. There shall be no use of existing on-site facilities(parking.toilets,etc.)without the Owner's prior approval. 4 3.13.2 Portions of the site may be occupied and in use during construction. The Contractor is responsible to coordinate its Work with any such occupation or use at no increase to the Contract Sum or Time and at no disruption to the occupancy or use. III §3.14 CUTTING AND PATCHING §3.14.1 The Contractor shall be responsible for cutting,fitting or patching required to access or complete the Work or to make its parts fit together properly.All areas requiring cutting,fitting and patching shall be restoredor to the condition existing prior to the cutting,fitting and patching,unless otherwise required by the Contract Documents. §3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially completed w® construction of the Owner or separate contractors by cutting,patching or otherwise altering such construction, or by excavation.The Contractor shall not cut or otherwise alter such construction by the Owner or a separate contractor except with written consent of the Owner and of such separate contractor;such consent shall not be atm unreasonably withheld.The Contractor shall not unreasonably withhold from the Owner or a separate contractor the Contractor's consent to cutting or otherwise altering the Work. $3.14.3 Existing structures and facilities,including but not limited to buildings,landscaping,utilities, topography,streets,curbs,and walks,that are damaged or removed due to excavations or other construction work of the Contractor,shall be patched,repaired or replaced by the Contractor to the satisfaction of the Architect,the owner of such structures and facilities,and governmental authorities having jurisdiction. In the event the governmental authorities require that the repairing and patching be done with their own labor and/or materials,the Contractor shall abide by such regulations and it shall pay for such work at no additional cost to the Owner. §3.15 CLEANING UP §3.15.1 The Contractor shall keep the premises and surrounding area,including roads,free from accumulation of waste materials or rubbish caused by operations under the Contract.The Contractor shall furnish portable containers on site for use by all trades.At the Owner's request and,in any event,at the completion of the Work,the Contractor shall remove waste materials,rubbish,the Contractor's tools,construction equipment, machinery and surplus materials from and about the Project. §3.15.2 If the Contractor fails to clean up as provided in the Contract Documents,the Owner may do so and the Owner shall be entitled to reimbursement from the Contractor for any clean up costs. 4 3.15.3 The Contractor shall only use waste receptacles provided by the Contractor and shall appropriately dispose of any waste material off site. AIA Document A201 '--2007. Copyright®1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987, 1997,and 2007 by The InR. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 28 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) 4111 §3.16 ACCESS TO WORK The Contractor shall provide the Owner and Architect keyed access to the Work in preparation and progress wherever located. §3.17 ROYALTIES,PATENTS AND COPYRIGHTS The Contractor shall pay all royalties and license fees.The Contractor shall defend suits or claims for infringement of copyrights and patent rights and shall hold the Owner and Architect harmless from loss on rr account thereof,but shall not be responsible for such defense or loss when a particular design,process or product of a particular manufacturer or manufacturers is required by the Contract Documents,or where the copyright violations are contained in Drawings,Specifications or other documents prepared by the Owner or Architect.However, if the Contractor has reason to believe that the required design,process or product is an are infringement of a copyright or a patent,the Contractor shall be responsible for such loss unless such information is promptly furnished to the Architect. ist §3.18 INDEMNIFICATION §3.18.1 To the fullest extent permitted by law and subject to the following conditions,the Contractor shall defend indemnify and hold harmless the Owner,its board members,officials,employees,consultants,students, and volunteers,the City of Renton,its council members,officials,employees,and consultants,Architect, Architect's consultants,and agents and employees,successors and assigns of any of them("Indemnified Parties")from and against claims,damages,losses(including loss of use)and expenses,direct and indirect or consequential,including but not limited to costs,design professional and consultant fees,and attorneys' fees or incurred on such claims and in proving the right to indemnification,arising out of or resulting from the , acts or omissions of the Contractor,a Subcontractor;of any tier,their agents and anyone directly or indirectly employed by any of them or anyone for whose acts they may be liable ("Indemnitor" iFiElemilified-hefeundef. Such obligation shall not be construed to negate,abridge,or reduce other rights or obligations of indemnity which would otherwise exist as to a party or person described in this Section 3.18. §3.18.1.1 The Contractor shall fully defend and indemnify the Indemnified Parties for the sole negligence of the Indemnitor. §3.18.1.2 To the extent of the Indemnitor's negligence,the Contractor shall defend and indemnify the Indemnified Parties for the concurrent negligence of the Indemnitor. ea §3.18.1.3 The Contractor agrees to being added by the Owner or the Architect as a party to any arbitration or litigation with third parties in which the Owner or Architect alleges indemnification or contribution from the Contractor,any of its Subcontractors of any tier,anyone directly or indirectly employed by any of them,or anyone for whose acts any of them may be liable. The Contractor agrees that all of its Subcontractors of any tier shall, in their subcontracts,similarly stipulate;in the event any does not,the Contractor shall be liable in place of such Subcontractor(s)of any tier. To the extent any portion of this Section 3.18 is stricken by a court or arbitrator for any reason,all remaining provisions shall retain their vitality and effect. err §3.18.2 In claims against any person or entity indemnified under this Section 3.18 by an employee of the Contractor,a Subcontractor of any tier, anyone directly or indirectly employed by them or anyone for whose rr acts they may be liable,the indemnification obligation under Section 3.18.1 shall not be limited by a limitation on amount or type of damages,compensation or benefits payable by or for the Contractor or a Subcontractor of any tier under workers' compensation acts,disability benefit acts or other employee benefit acts. After mutual negotiation of the parties,the Contractor waives immunity as to the Owner,the Architect and their consultants or only under Title 51 RCW,"Industrial Insurance." IF THE CONTRACTOR DOES NOT AGREE WITH THIS WAIVER,IT MUST PROVIDE A WRITTEN NOTICE TO THE OWNER PRIOR TO THE DATE FOR THE RECEIPT OF BIDS,OR THE CONTRACTOR WILL BE DEEMED TO HAVE NEGOTIATED AND MN WAIVED THIS IMMUNITY. AIA Document A201 Tu--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIRS Document is protected by U.S.Copyright Law and International Treaties. 29 Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. tip 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 544) aai i so ARTICLE 4 ARCHITECT §4.1 GENERAL §4.1.1 The Owner shall retain an architect lawfully licensed to practice architecture or an entity lawfully rw I practicing architecture or engineering in the jurisdiction where the Project is located.That person or entity is identified as the Architect in the Agreement and is referred to throughout the Contract Documents as if singular Iin number. The term"Architect"means the Architect or the Architect's authorized representative and does not include any employees of the Owner. No §4.1.2 Duties,responsibilities and limitations of authority of the Architect as set forth in the Contract I Documents shall not be restricted,modified or extended without written consent of the Owner,Contractor and Architect.Consent shall not be unreasonably withheld. mu I §4.1.3 If the employment of the Architect is terminated,the Owner shall employ a successor architect as-to whose status under the Contract Documents shall be that ill of the Architect. §4.2 ADMINISTRATION OF THE CONTRACT §4.2.1 The Architect will provide administration of the Contract as described in the Contract Documents and No will be an Owner's representative but not the Owner's agent during construction until the date the Architect issues the final Certificate For Payment and from time to time during the one(1)year period for correction of Work.The Architect will have authority to act on behalf of the Owner only to the extent provided in theso Contract Documents,unless otherwise modified in writing in accordance with other provisions of the Contract. Neither the Architect nor the Owner's representative is the agent of the Owner and neither is authorized to agree on behalf of the Owner to changes in the Contract Sum or Contract Time,nor to waive provisions of the Contract Documents,nor to direct the Contractor to take actions that change the Contract Sum or Contract on Time except that the Owner's representative may issue Construction Change Directives in accordance with Section 7.3. in §4.2.2 The Architect will visit the site at intervals appropriate to the stage of construction,or as otherwise I agreed with the Owner,to become generally familiar with and to keep the Owner reasonably informed about the progress and quality of the portion of the Work completed,and to determine in general if the Work observed is being performed in a manner indicating that the Work,when fully completed,will be in accordance on with the Contract Documents.However,the Architect will not be required to make exhaustive or continuous on-site inspections to check the quality or quantity of the Work.The Neither the Architect nor the Owner will net-have control over,charge of,or responsibility for,the construction means,methods,techniques, sequences ill or procedures,or for the safety precautions and programs in connection with the Work,since these are solely the Contractor's rights and responsibilities under the Contract Documents,except as provided in Section 3.3.1. The presence of the Architect or the Owner at the site shall not in any manner be construed as assurance that the Work is being completed in compliance with the Contract Documents,nor as evidence that any requirement Eli of the Contract Documents of any kind,including notice,has been met or waived. The Contractor shall reimburse the Owner for any amounts paid to the Architect for site visits made necessary by the fault of the Contractor or by defects and deficiencies in the Work. am §4.2.3 On the basis of the site visits,the Architect will keep the Owner reasonably informed about the progress and quality of the portion of the Work completed,and report to the Owner(1)known deviations from the Contract Documents and from the most recent construction schedule submitted by the Contractor,and(2) min defects and deficiencies observed in the Work.The Neither the Architect nor the Owner will net-be responsible for the Contractor's failure to perform the Work in accordance with the requirements of the Contract I Documents.The Neither the Architect nor the Owner will net-have control over or charge of and will not be responsible for acts or omissions of the Contractor,Subcontractors,or their agents or employees,or any other no Ipersons or entities performing portions of the Work.Neither the Architect nor the Owner will be responsible for defining the extent of any subcontract or dealing with disputes between the Contractor and third parties. rrr AIA Document A201 T"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 30 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. 11111 User Notes:Renton—25636001.1 (124514 9544) .l all §4.2.4 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except as otherwise provided in the Contract Documents or when direct communications have been specially authorized,the Owner and Contractor shall endeavor to communicate with each other through the Architect about matters arising out of or relating to the Contract.The Contractor shall simultaneously provide the Owner iiii with a direct copy of all written communications to the Architect,including all notices,requests,transmittals, Claims,and potential changes in the Contract Sum or Contract Time but not including Shop Drawings,Product Data or Samples. Communications by and with the Architect's consultants shall be through the Architect. Al Communications by and with Subcontractors and material suppliers shall be through the Contractor except as provided in the Contract Documents.Communications by and with separate contractors shall be through the Owner. "I §4.2.5 Based on the Architect's observations and evaluations of the Work and the Contractor's Applications for Payment,the Architect will make recommendations to and otherwise assist the Owner to determine review-and certify the amounts due the Contractor and will issue Certificates for Payment in such amounts. r. §4.2.6 Both Tthe Architect and the Owner have has-authority to reject Work that does not conform to the Contract Documents.Whenever the Architect or the Owner considers it necessary or advisable,the Architect or the Owner will have authority to require inspection or testing of the Work in accordance with Sections 13.5.2 is and 13.5.3,whether or not such Work is fabricated,installed or completed.However,neither this authority of the Architect or the Owner nor a decision made in good faith either to exercise or not to exercise such authority shall give rise to a duty or responsibility of the Architect or the Owner or their representatives to the am Contractor, Subcontractors,material and equipment suppliers,their agents or employees,or other persons or entities performing portions of the Work. §4.2.7 The Architect will review and appreveaccept,or take other appropriate action upon,the Contractor's MS submittals such as Shop Drawings,Product Data and-Samples,and other submittals required by the Contract Documents,but only for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents.The Architect's action will be taken with reasonable as promptness in accordance with the submittal schedule approved-accepted by the Architect or, in the absence of an approved-accepted submittal schedule,with reasonable promptness while allowing sufficient time in the Architect's professional judgment to permit adequate review.Review of such submittals is not conducted for the purpose of determining the accuracy and completeness of other details such as dimensions and quantities, aim I weights or gauges,fabrication processes,coordination with the work of other trades,or for substantiating instructions for installation or performance of equipment or systems,all of which remain the responsibility of the Contractor as required by the Contract Documents.The Architect's review of the Contractor's submittals shall not relieve the Contractor of the obligations under Sections 3.3,3.5 and 3.12.The Architect's review shall sli not constitute approval of safety precautions or,unless otherwise specifically stated by the Architect,of any construction means,methods,techniques,sequences or procedures.The Architect's approval-acceptance of a specific item shall not indicate approval or acceptance of an assembly of which the item is a component.The No Contractor shall clearly note,and the Architect shall not be required to search out,any deviations from the Contract Documents not clearly identified by the Contractor,nor shall the Architect be required to review partial submissions of those for which submission for correlated items have not been received.Regardless of how a submittal is marked,the Contractor should not presume that the Architect has reviewed a submittal in as every aspect. §4.2.8 The Architect or Owner will prepare Change Orders and Construction Change Directives,and may MI authorize mMinor eChanges in the Work as provided in Section 7.4.The Architect will investigate and make determinations and recommendations regarding concealed and unknown conditions as provided in Section 3.7.4. Oil 4.2.9 The Architect will§ eenclust-inspest:ieas-make observations,make recommendations and otherwise assist the Owner to determine the date or dates of Substantial Completion and the date of Final Completion€x3al completion;issue Certificates of Substantial Completion pursuant to Section 9.8;receive and forward to the wr AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958, 1961,1963,1966,1970,1976,1987,1997,and 2007 by The hut. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 31 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. MO 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) WO III Owner,for the Owner's review and records,written warranties and related documents required by the Contract illik Iand assembled by the Contractor pursuant to Section 9.10;and issue a final Certificate for Payment upon compliance with the requirements of the Contract Documents and pursuant to Section 9.10. §4.2.10 If the Owner and Architect agree,the Architect will provide one or more project representatives to No assist in carrying out the Architect's responsibilities at the site.The-Elutiear responsibilities and limi�o Document: am §4.2.11 The Architect will interpret and decide matters concerning performance under,and requirements of,the Drawings and Specifications n written request of either the Owner or Contractor.The Architect's response to such requests will be made in writing within any time limits agreed upon or otherwise ire with reasonable promptness.If no agreement is made concerning the time within which interpretations required of the Architect shall be furnished in compliance with this Section 4.2.11,then delay shall not be recognized on account of failure by the Architect to furnish such interpretations until twenty-one(21)days after written ira request is made for them. §4.2.12 Interpretations and decisions of the Architect will be consistent with the intent of,and reasonably inferable from,the Contract Documents and will be in writing or in the form of drawings.When making such IN interpretations and initial decisions,the Architect will endeavor to secure faithful performance of the Contract by both Owner and Contractor,will not show partiality to either and will not be liable to the Contractor for results of interpretations or decisions rendered in good faith. lrr §4.2.13 The Architect's decisions on matters relating to aesthetic effect will be final if consistent with the intent I expressed in the Contract Documents and agreeable to the Owner. ma §4.2.14 The Architect will review and respond to requests for information about the Contract Documents.The Architect's response to such requests will be made in writing within a reasonable time and any time limits agreed upon or otherwise with reasonable promptness.If appropriate,the Architect will prepare and issue1116 supplemental Drawings and Specifications in response to the requests for information. ARTICLE 5 SUBCONTRACTORS §5.1 DEFINITIONS IN §5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to perform a portion I of the Work at the site or to supply materials or equipment.The term"Subcontractor"is referred to throughout the Contract Documents as if singular in number and means a Subcontractor or an authorized representative of me the Subcontractor.The term"Subcontractor"does not include a separate contractor or subcontractors of a separate contractor. §5.1.2 A Sub-subcontractor is a person or entity who has a direct or indirect contract with a Subcontractor to awl perform a portion of the Work at the site or to supply materials or equipment.The term"Sub-subcontractor"is referred to throughout the Contract Documents as if singular in number and means a Sub-subcontractor or an authorized representative of the Sub-subcontractor. so 4 5.1.3 A"Subcontractor of any tier"is either a"Subcontractor"or a"Sub-subcontractor." §5.1.4 The designation of terms in this article is not meant to change or alter the definitions contained in Iri RCW 60.28,"Lien for Labor,Materials,Taxes on Public Works,"RCW 39.12,"Prevailing Wages on Public Works,"or other statutory definitions of a subcontractor for the purposes of such statutes. §5.2 AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK milli §5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements,the Contractor,as soon I as practicable after receiving notice of the Owner's intent to award e€the Contract,and not later than ten(10' ys after receipt of said notice,shall furnish in writing to the Owner through-and the Architect the names of all Old AIA Document A201 T'"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987, 1997,and 2007 by The InK. American Institute of Architects.All rights reserved.WARNING:This AIM?Document is protected by U.S.Copyright Law and International Treaties. 32 Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. NO User Notes:Renton—25636001.1 (124 514 9544) wr persons or entities(including those who are to furnish materials or equipment fabricated to a special design) proposed for each principal portion of the Workfi.e.,at least 2%of the Contract Sum),as well as the proprietary names and the suppliers of the principal items or systems of materials and equipment proposed for the Work. The Contractor shall organize this list of Subcontractors in the same sequence as the Index of Specification Sheets,and state the Work category followed by the name of the Subcontractor and/or fabricator (or"Contractor"where the portion of the Work is by the Contractor's own forces). The list shall be accompanied by evidence of any qualifications required within the technical sections of the Project Manual and err satisfactory to Architect and Owner. The list shall be updated promptly as part of the payment process if additional Subcontractors of any tier are engaged. If the Agreement is executed,no progress payment will become due until this information is so furnished. No action or inaction of the Owner or Architect in response to receipt of the names of the proposed Subcontractors of any tier shall constitute approval of any Subcontractor of any tier or of its performance.The Architect may reply promptly to the Contractor in writing stating(1)whether or not the Owner or the Architect,after due investigation,has reasonable objection to any such proposed person or entity or(2)that the Owner or Architect requires additional time for review. Failure of the Owner or Architect to reply promptly shall constitute notice of no reasonable objection. If the Owner makes a reasonable objection,the Contractor shall replace the Subcontractor with no increase to the Contract Sum or Contract Time. Such a replacement shall not relieve the Contractor of its responsibility for the performance of the Work and compliance with all of the requirements of the Contract within the Contract Sum and Contract Time. §5.2.2 The Contractor shall not contract with a proposed person or entity to whom the Owner or Architect has made reasonable and timely objection.The Contractor shall not be required to contract with anyone to whom I the Contractor has made a timely and reasonable objection. §5.2.3 If the Owner or Architect has reasonable objection to a person or entity proposed by the Contractor,the Contractor shall propose another to whom the Owner or Architect has no reasonable objection.If the proposed I but rejected Subcontractor was qualified,"responsible"and reasonably capable of performing the Work,the Contract Sum and Contract Time shall be increased or decreased by the difference,if any,occasioned by such change,and an appropriate Change Order shall be issued before commencement of the substitute Subcontractor's Work.However,no increase in the Contract Sum or Contract Time shall be allowed for such I change unless the Contractor has acted promptly and responsively in submitting qualified names as required. ail §5.2.4 The Contractor shall not substitute a Subcontractor,person or entity previously selected if the Owner or Architect makes reasonable objection to such substitution. If the Owner reasonably concludes that any portion of the Work subcontracted by the Contractor is not being prosecuted in accordance with the Contract Documents,the Contractor shall,upon request of the Owner,remove the Subcontractor performing such work. This removal shall not relieve the Contractor of its responsibility for the performance of the Work or complying with all of the requirements of the Contract within the Contract Sum and Contract Time,nor shall the Owner be obligated to so request. di §5.2.5 As used in this Section 5.2,"reasonable objection"shall include without limitation: .1 a proposed Subcontractor of any tier differing from the entity listed with the Bid, .2 lack of"responsibility"of the proposed Subcontractor,as defined in the Contract or Bidding Documents, .3 lack of qualification as required by the Specifications,or .4 material failure to perform satisfactorily(such as causing a material delay or submitting a claim the Owner considers inappropriate)on one or more projects for the Owner within five(5)years of the bidding date. §5.2.6 The Contractor shall perform with its own organization and under its immediate supervision a portion of the Work not including general conditions amounting to not less than the percentage(if any)of the total Contract Sum specified in the Contract Documents or in the Bidding Documents. Init. AiA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIM/Document is protected by U.S.Copyright Law and international Treaties. 33 Unauthorized reproduction or distribution of this AlA4'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law,This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. trw 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) asirsammiswastr a §5.2.7 The Contractor shall verify responsibility criteria for each first-tier Subcontractor. A Subcontractor of any tier that engages other Subcontractors must verify responsibility criteria for each of its lower-tier Subcontractors. Verification shall include that each Subcontractor,at the time of subcontract execution,meets the responsibility criteria listed in the Instructions to Bidders. §5.3 SUBCONTRACTUAL RELATIONS §5.3.1 By appropriate agreement,written where legally required for validity,the Contractor shall require each Subcontractor,to the extent of the Work to be performed by the Subcontractor,to be bound to the Contractor by terms of the Contract Documents,and to assume toward the Contractor all the obligations and responsibilities,including the responsibility for safety of the Subcontractor's Work,which the Contractor,by these Documents,assumes toward the Owner and Architect.Each subcontract agreement shall preserve and protect the rights of the Owner and Architect under the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights,and shall allow to the Subcontractor,unless specifically provided otherwise in the subcontract agreement,the benefit of all rights, remedies and redress against the Contractor that the Contractor,by the Contract Documents,has against the Owner.Where appropriate,the Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors.The Contractor shall make available to each proposed Subcontractor,prior to the execution of the subcontract agreement,copies of the Contract Documents to which the Subcontractor will be bound,and,upon written request of the Subcontractor,identify to the Subcontractor terms and conditions of the proposed subcontract agreement that may be at variance with the Contract Documents. Subcontractors will similarly make copies of applicable portions of such documents available to their respective proposed Sub- subcontractors.The Contractor shall provide to the Owner copies of the written agreements between the Contractor and any Subcontractor on request. The Owner will endeavor to keep these agreements confidential subject to its obligations under Chapter 42.56 RCW. $5.3.2 The Contractor shall schedule,supervise and coordinate the operations of all Subcontractors of any tier, rrl including any suppliers of early procurement items and any Assigned Subcontractors. No subcontracting of any of the Work shall relieve the Contractor from its responsibility for the performance of the Work in accordance with the Contract Documents or from its responsibility for the performance of any other of its obligations under the Contract Documents. The Contractor is responsible for the timely,accurate and appropriate Subcontractor coordination of the Work of lower tier Subcontractors in accordance with the overall Work,including communications,meetings,drawings,illustrations,and other necessary associated activities required for the successful coordination of all trades,schedules,materials and workmanship. The Owner shall provide to the Contractor copies of the written Owner-Supplier agreements to any early procurement contracts and any agreements between the Owner,to the extent that such agreements are identified in the Specifications. S 5.3.3 The Contractor agrees to diligently,and using its best efforts,cause each Subcontractor of any tier to no correct,at that Subcontractor's own expense,all work performed by the Subcontractor of any tier that is defective in material or workmanship or otherwise fails to conform to the Contract Documents,including all necessary removal,replacement and/or repair of any other portion of the Project which may be damaged in rlri removing,replacing or repairing any portion of the Project. If any Subcontractor of any tier defaults in its obligation promptly to correct any such deficiency,the Contractor shall be responsible for correcting the deficiency. irr 4 5.3.4 The Contractor shall give,and shall cause its Subcontractors of any tier to give.all required notices and comply with all applicable health and safety laws,rules,regulations,codes and lawful orders of public authorities and of quasi-governmental authorities relating to the Work,including without limitation all OSHA r and WISHA requirements,and the Contractor shall,and shall cause applicable Subcontractors of any tier to, indemnify,defend and hold harmless the Owner from and against any and all claims,liabilities,fines and attorneys' fees arising from any failure of the Contractor or a Subcontractor of any tier to have complied with any such requirements in any respect. AIA Document A201 TM-2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 34 Unauthorized reproduction or distribution of this AIA5 Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 71133282871 which expires on 04/26/2013,and is not for resale. a User Notes:_Renton—25636001.1 (1245149544) as §5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS §5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to the Owner, provided that .1 assignment is effective only after termination of the Contract by the Owner pursuant to Section 14.2 or 14.4 and only for those subcontract agreements that the Owner accepts by notifying the Subcontractor and Contractor in writing;and .2 assignment is subject to the prior rights of the surety,if any,obligated under bond relating to the Contract. When the Owner accepts the assignment of a subcontract agreement,the Owner assumes the Contractor's rights and obligations under the subcontract,but only for events and payment obligations that arise after the date of the assignment. §5.4.2 Upon such assignment,if the Work has been suspended for more than sixty(60)30.days,the its Subcontractor's compensation shall be equitably adjusted for increases in cost resulting from the suspension. §5.4.3 Upon such assignment to the Owner under this Section 5.4,the Owner may further assign the subcontract to a successor contractor or other entity. 4 5.5 LIENS §5.5.1 The Contractor shall promptly pay(and secure the discharge of any liens asserted by)all persons properly furnishing labor,equipment,materials or other items in connection with the performance of the Work (including,but not limited to,any Subcontractors of any tier)to the extent that the Owner has paid the Contractor for such. The Contractor shall furnish to the Owner such releases of liens and claims and other documents monthly with its payment application to evidence such payment(and discharge). The Owner may, at its option,withhold payment,in whole or in part,to the Contractor until such documents are furnished. The Contractor may provide other security acceptable to the Owner,such as a bond,in lieu of paying disputed liens or claims. §5.5.2 The Contractor shall defend,indemnify,and hold harmless the Owner from any liens, including all expenses and Architects' and attorneys' fees,except to the extent a lien has been filed because of the failure of the Owner to make a contractually required payment. ARTICLE 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS §6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS §6.1.1 The Owner reserves the right to perform construction or operations related to the Project with the Owner's own forces,and to award separate contracts in connection with other portions of the Project or other sr construction or operations on the site under Conditions of the Contract identical or substantially similar to these including those portions related to insurance and waiver of subrogation.If the Contractor claims that delay or additional cost is involved because of such action by the Owner,the Contractor shall make such Claim as provided in Article 15,except that the Contractor shall have no claim for such construction or operations to the extent disclosed in the Bidding Documents or Contract Documents. The Contractor is also responsible to coordinate its Work with any other entities performing work on or adjacent to the site,such as work in the right of way and work by utility companies. and the Contractor shall incorporate such work into its project schedule. §6.1.2 When separate contracts are awarded for different portions of the Project or other construction or operations on the site,the term"Contractor"in the Contract Documents in each case shall mean the Contractor who executes each separate Owner-Contractor Agreement. 41111 §6.1.3 The Owner shall provide for coordination of the activities of the Owner's own forces and of each separate contractor with the Work of the Contractor,who shall cooperate with them.The Contractor shall participate with other separate contractors and the Owner in reviewing their construction schedules. The AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and international Treaties. 35 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 54 4) Iiii Contractor shall make any revisions to the construction schedule deemed necessary after a joint review and SI mutual agreement.The construction schedules shall then constitute the schedules to be used by the Contractor, separate contractors and the Owner until subsequently revised. §6.1.4 Unless otherwise provided in the Contract Documents,when the Owner performs construction or slit operations related to the Project with the Owner's own forces,the Owner shall be deemed to be subject to the same obligations and to have the same rights that apply to the Contractor under the Conditions of the Contract, including,without excluding others,those stated in Article 3,this Article 6 and Articles 10, 11 and 12. au §6.2 MUTUAL RESPONSIBILITY §6.2.1 The Contractor shall afford the Owner and separate contractors reasonable opportunity for introduction and storage of their materials and equipment and performance of their activities,and shall connect and ow coordinate the Contractor's construction and operations with theirs as required by the Contract Documents. If the Contractor receives items from a separate contractor or from the Owner for storage.erection or installation, the Contractor shall acknowledge receipt for items delivered,and thereafter will be held responsible for the iw care,storage and any necessary replacement of items received. §6.2.2 If part of the Contractor's Work depends for proper execution or results upon construction or operations by the Owner or a separate contractor,the Contractor shall,prior to proceeding with that portion of the Work, Ili I promptly report to the Architect and Owner apparent discrepancies or defects in such other construction that would render it unsuitable for such proper execution and results.Failure of the Contractor so to report shall constitute an acknowledgment that the Owner's or separate contractor's completed or partially completedso construction is fit and proper to receive the Contractor's Work,except as to defects not then reasonably discoverable. §6.2.3 The Contractor shall reimburse and indemnify the Owner for costs the Owner incurs that are payable to ow a separate contractor because of the Contractor's delays,improperly timed activities or defective construction. The Owner shall be responsible to the Contractor for costs the Contractor incurs because of a separate contractor's delays,improperly timed activities,damage to the Work or defective construction of the separate me contractor. If such a separate contractor sues or initiates any proceeding against the Owner on account of any damages or delays alleged to have been caused by the Contractor,the Owner shall notify the Contractor. The Contractor shall defend all such proceedings at its own expense.and shall defend.indemnify,and hold the Owner harmless from any damages awarded on such claims,including all attorneys' fees and other costs ow incurred by the Owner. §6.2.4 The Contractor shall promptly remedy damage caused by the Contractor s-to completed au or partially completed construction or to property of the Owner;or separate contractors as provided in Section 10.2.5. §6.2.5 The Owner and each separate contractor shall have the same responsibilities for cutting and patching as EN are described for the Contractor in Section 3.14. 6 6.2.6 Should the Contractor or any of its Subcontractors of any tier cause damage of any kind.including but not limited to delay,to any other contractor or subcontractor on the Project,the Contractor shall,upon due N' notice,promptly attempt to settle with such other contractor or subcontractor by agreement or otherwise to resolve the dispute. w §6.3 OWNER'S RIGHT TO CLEAN UP If a dispute arises among the Contractor,separate contractors and the Owner as to the responsibility under their respective contracts for maintaining the premises and surrounding area free from waste materials and rubbish, the Owner may clean up and the A_c iteet will allocate the cost among those responsible plus a ten percent (10%)markup on such costs. INS III Init. AIA Document A201 T""--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 36 Unauthorized reproduction or distribution of this AlA®Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. Ili User Notes:Renton—25636001.1 (124 514 9 544) di des ARTICLE 7 CHANGES IN THE WORK §7.1 GENERAL §7.1.1 Changes in the Work may be accomplished after execution of the Contract,and without invalidating the Contract,solely by written Modification of the Contract as defined in Section 1.1.1Cha„ge Orde_ Ce„Gtruot:e„ rrM Cha„ge Directive,r order f r ch. tt 1 "'„e" s � z==�..W o.-.t,subject to the limitations and qualifications stated in this Article 7 and elsewhere in the Contract Documents. sis §7.1.2 A Change Order shall be based upon agreement among the Owner,Contractor and Architect;a Construction Change Directive requires agreement by the Owner and Architect and may or may not be agreed I to by the Contractor;an eOrder for a t tMinor eChange in the Work may be issued by the Owner or Architect alone. las §7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract Documents,and the Contractor shall proceed promptly,unless otherwise provided in the Change Order,Construction Change Directive or eOrder for a t tMinor eChange in the Work. §7.1.4 Before accomplishing a change in the Work or Contract Documents,the Owner may request the Contractor through a Change Order Proposal to propose the amount of change in the Contract Sum,if any,and the extent of change in the Contract Time,if any,arising from the proposed change in the Work. The Contractor shall submit its responsive proposal as soon as possible and within fourteen(14)days,and shall in good faith specify the components and amounts by which the Contract Sum and/or Contract Time would tos change. Labor,materials and equipment shall be limited to and itemized in the manner described in Section 7.5 for the Contractor and major Subcontractors. If the Contractor fails to respond within this time,the Owner may withhold some or all of a progress payment otherwise due until the tardy proposal is received. If the Owner explicitly accepts the proposal in writing,the Owner and the Contractor will be immediately bound to the terms of the proposal,the change will be included promptly in a future Change Order,and the change in the Work described in the proposal shall commence expeditiously. The Owner may reject the proposal,in which case the Owner may either not effectuate the change in the Work or may order the change through a Construction Change Directive or supplemental instruction or an Order for a Minor Change in the Work. The Architect may confer directly with Subcontractors of any tier concerning any item proposed to the Owner under this Article. &7.1.5 If the Contractor adds a reservation of rights that has not been initialed by the Owner to any Change Order,Construction Change Directive,Change Order Proposal,Application for Payment or any other document,all amounts therein shall be considered disputed and not due or payable unless and until costs are re- negotiated or the reservation is withdrawn or changed in a manner satisfactory to and,in all cases, initialed by the Owner. If the Owner makes payment for a Change Order or an Application for Payment that contains a reservation of rights not initialed by the Owner to indicate agreement with the reservation,and if the Contractor negotiates the check for such payment,then the reservation of rights shall be deemed waived,withdrawn and of no effect. §7.2 CHANGE ORDERS §7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the Owner,Contractor and Architect stating their agreement upon all of the following: .1 The change in the Contract,including any change in the requirements of the Work; .2 The amount of the adjustment,if any,in the Contract Sum;and .3 The extent of the adjustment,if any,in the Contract Time. .ir §7.3 CONSTRUCTION CHANGE DIRECTIVES §7.3.1 A Construction Change Directive is a written order prepared by the Architect and signed by the Owner or Owner's representative and Architect,directing a change to the Contractin-the--Werk prior to agreement on adjustment,if any,in the Contract Sum or Contract Time,or both.The Owner may,by Construction Change Directive,without invalidating the Contract,order changes to the Contractin-the-Werk within the general scope of the Contract consisting of additions,deletions or other revisions in the Work,the Contract Sum and Contract rs Time being adjusted accordingly. AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®)Document is protected by U.S.Copyright Law and International Treaties. 37 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. aYl 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) Mli vs aiii §7.3.2 A Construction Change Directive shall be used in the absence of total agreement on the terms of a Change Order or Change Order Proposal. §7.3.3 If the Construction Change Directive provides for an adjustment to the Contract Sum,the adjustment ■o shall be based on one of the following methods: .1 Mutual acceptance of a lump sum properly itemized and supported by sufficient substantiating data to permit evaluation; um .2 Unit prices stated in the Contract Documents or subsequently agreed upon; .3 Cost to be determined in a manner agreed upon by the parties and a mutually acceptable or contractually indicated fixed or percentage fee;or .4 As provided in Section 7.3.7,with or without a cost limitation. M' §7.3.4 If unit prices are stated in the Contract Documents or subsequently agreed upon,and if quantities originally contemplated are materially changed(e.g.,more than fifty percent)in a proposed Change Order or al Construction Change Directive so that application of such unit prices to quantities of Work proposed will cause substantial inequity to the Owner or Contractor,the applicable unit prices but not the Contract Time or any other portion of the Contract Sum shall be equitably adjusted. it §7.3.5 Upon receipt of a Construction Change Directive,the Contractor shall promptly proceed with the change in the Work involved_and-As soon as possible,and within seven(7)days of receipt,the Contractor shall advise the Architect in writing of the Contractor's agreement or disagreement with the proposed adjustment or the lr method,if any,provided in the Construction Change Directive for determining the proposed adjustment in the Contract Sum or Contract Time. The Contractor's response shall reasonably specify the reasons for its disagreement and the adjustment or other terms that it proposes. Without such timely written response,the Contractor shall conclusively be deemed to have accepted the Owner's adjustment. The Contractor's 11111 disagreement shall not relieve the Contractor of its obligation to comply promptly with any written notice issued by the Owner or the Architect. The adjustment shall then be determined by the Architect in accordance with the provisions of the Contract Documents. The ultimate adjustment shall not exceed the larger amountet submitted. §7.3.6 A Construction Change Directive signed by the Contractor indicates the Contractor's agreement therewith,including any adjustment in Contract Sum and Contract Time or the method for determining them. Itl Such agreement shall be effective immediately and shall be recorded as subsequently incorporated in a Change iii Order. iiii §7.3.7 If the Contractor does not respond promptly or disagrees with the method for adjustment in the Contract Sum,or if cost is to be determinedthe " hi` " " ` rmin t` t" a enh of , INN under Section 7.3.3.43, the Contractor shall maintain keep-and submit to the Architectpresent,in the categories of Section 7.5 and in such form as the Architect may prescribe,an itemized accounting of the Work performed together with aii appropriate supporting data. For any change in the Work,whether initiated by a construction change directive or a change order proposal,the Contractor must submit its proposed price and any proposed extension of the Contract Time to the Owner within twenty-one(21)days of the date of the construction change directive or change order proposal. Payment for any Changes to the Work shall not exceed the labor and equipment rill indicated on the daily reports. If the Contractor fails to submit a proposed price and time within this time period,the Owner shall establish what it believes to be the fair price of the changed work,and any additional Contract Time,and this price and time submitted by the Owner shall be final and binding upon the parties,as if they had signed a Change Order in this amount,without recourse to submitting any claims or litigation. In No order to facilitate review of such accounting,all proposals,except those so minor that their propriety can be seen by inspection,shall be accompanied by complete itemization of costs,including labor,equipment,material Ili AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 38 Unauthorized reproduction or distribution of this AIAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. Nit User Notes:Renton—25636001.1 (124 514 9 54 4) is air se and subcontract costs,which shall be itemized in the manner described in Section 7.5. When major cost items arise from Subcontractors of any tier,these items shall also be similarly itemized. Approval may not be given without such itemization. Failure to provide data within twenty-one(21)days of the Owner's request shall constitute waiver of any Claim for changes in the Contract Time or Contract Sum. The total cost of any mi change, including a Claim under Article 15,shall be limited to the reasonable value,as determined by the Owner(subject to appeal through the dispute resolution procedure of Article 15),of the items in Section 7.5. Unless otherwise agreed in writing by the Owner,the cost shall not exceed the lower of the prevailing cost for go the work in the locality of the Project or the cost of the work in the current edition of R.S.Means Company, Inc.,Building Construction Cost Data as adjusted to local costs and conditions. The Architect and the Owner may communicate directly with Subcontractors of any tier concerning costs of any Work included in a Construction Change Directive. If the Contractor disagrees with the method or the adjustment in the Contract sit Time,the adjustment or method shall be referred to the Architect for determination,and any adjustment shall be limited to the change in the actual critical path of the Contractor's Construction Schedule directly caused thereby. en ao or oonsumcdl > > > taw to-the- ;and am §7.3.8 The amount of credit to be allowed by the Contractor to the Owner for a deletion or change that results in a net decrease in the Contract Sum shall be the largest of(i)the reasonable and prevailing value of the deletion or change,(ii)the line item value in the Schedule of Values,or(iii)the actual net cost as confirmed by de the ArchiteetOwner.When both additions and credits covering related Work or substitutions are involved in a change,the allowance for overhead and profit shall be figured on the basis of net increase,if any,with respect to that change. AM §7.3.9 Pending final determination of the total cost of a Construction Change Directive to the Owner,and provided that any reservations of rights regarding under the Construction Change Directive have been initialed by the Owner,amounts not in dispute for such AM changes in the Work may be included in Applications for Payment when accompanied by a fully executed Change Order indicating the parties' agreement with part or all of such costs. . arr ' §7.3.10 When the Owner and Contractor agree with a determination made by the Architect concerning the are adjustments in the Contract Sum and Contract Time,or otherwise reach agreement upon the adjustments,such I agreement shall be effective immediately and will be incorporated in a Change Order.Change Orders may be issued for all or any part of a Construction Change Directive. to §7.4 MINOR CHANGES IN THE WORK The Architect and the Owner haves authority to order minor changes in the Work(sometimes called an Architect's Supplemental Instruction)not involving adjustment in the Contract Sum or extension of the di Contract Time and not inconsistent with the intent of the Contract Documents. Such changes will be effected by written order signed by the Architect and Owner and shall be binding on the Owner:-end-Contractor. The Contractor shall carry out such written Orders for Minor Changes in the Work promptly.If the Contractor air AIA Document A201 111--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIAQ Document is protected by U.S.Copyright Law and International Treaties. 39 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. WIN 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 544) AU believes that such order causes an increase in the Contract Sum or Contract Time,the Contractor must properly submit a notice and Claim pursuant to Article 15. S 7.5 PRICING COMPONENTS §7.5 The total cost of any Change in the Work or of any other increase or decrease in the Contract Sum, including a Claim,shall be limited to the following components. §7.5.1 Direct labor costs: These are the labor costs determined by the number of additional craft hours and the ss hourly costs necessary to perform the change in the Work. The hourly cost shall be based upon the followingi .1 Basic wages and fringe benefits: The hourly wage(without markup or labor burden)and fringe benefits paid by the Contractor as established by the Washington Department of Labor and Industries or contributed to labor trust funds as itemized fringe benefits.whichever is applicable, not to exceed that specified in the applicable"Intent to Pay Prevailing Wage"for the laborers, apprentices,journeymen,and foremen performing and/or directly supervising the Change in the Work on the site. The premium portion of overtime wages is not included unless pre-approved in ISO writing by the Owner. Costs paid or incurred by the Contractor for vacations,per diem, subsistence,housing,travel,bonuses,stock options,or discretionary payments to employees are not separately reimbursable.The Contractor shall provide to the Owner copies of certified payroll statements upon the Owner's request. .2 Workers' insurances: Direct contributions to the State of Washington as industrial insurance: medical aid:and supplemental pension by class and rates established by the Washington Department of Labor and Industries. +liii .3 Federal insurances: Direct contributions required by the Federal Insurance Compensation Act (FICA):Federal Unemployment Tax Act(FUTA):and State Unemployment Compensation Act (SUCA). isle 6 7.5.2 Direct material costs: This is an itemization,including material invoice,of the quantity and cost of additional materials reasonable and necessary to perform the change in the Work. The unit cost shall be based upon the net cost after all discounts or rebates,freight costs,express charges,or special delivery costs,when applicable. No lump sum costs will be allowed except when approved in advance by the Architect and the Owner. If the Contractor is offered discounts and/or rebates based upon prompt payment,the Contractor shall offer the Owner the opportunity to take advantage of such discount and/or rebate,and if the Owner makes such a prompt payment then the Owner shall only be charged the price as reduced by the discount and/or rebate. If the Owner declines the opportunity the Contractor may keep any such discounts and/or rebates it achieves through its own prompt payment. If the Contractor does not provide the Owner the opportunity to participate then the Contractor may only charge the net costs after consideration of discounts and rebates. ula $7.5.3 Construction equipment usage costs: This is an itemization of the actual length of time that construction equipment appropriate for the Work will be used solely on the change in the Work at the site times the applicable rental cost as established by the lower of the local prevailing rate published in The Rental Rate .r�r Blue Book by Data Quest,San Jose,California(copies of which shall be provided to the Owner),as modified by the AGC/WSDOT agreement,or the actual cost of usage. Rates and quantities of equipment rented that exceed the local fair market rental costs shall be subject to the Owner's prior approval. Total rental charges for sin equipment or tools shall not exceed 50%of the fair market purchase value of the equipment or the tool. Actual, reasonable mobilization costs are permitted if the equipment is brought to the site solely for the change in the Work. If more than one rate is applicable,the lowest available rate will be utilized. The rates in effect at the time of the performance of the changed Work are the maximum rates allowable for equipment of modern wi► design and in good working condition and include full compensation for furnishing all fuel,oil,lubrication, repairs,maintenance,and insurance. Equipment not of modern design and/or not in good working condition will have lower rates. Hourly,weekly,and/or monthly rates,as appropriate,will be applied to yield the lowest am total cost. The rate for equipment necessarily standing by for future use(and standing by for no longer than two(2)weeks)on the changed Work shall be 50%of the rate established above. If equipment is required for which a rental rate is not established by The Rental Rate Blue Book,an agreed rental rate shall be established Irr AIA Document A201 T"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.B.Copyright Law and International Treaties. 40 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton-25636001.1 (124 514 9 544) i1111 Imo for the equipment,which rate and use must be approved by the Owner prior to performing the Work. Discounts and rebates based on prompt payment need not be included,however, if the Contractor offered but the Owner declined the opportunity to take advantage of such discount or rebate. $7.5.4 Cost of change in insurance or bond premium. This is defined as: .1 Contractors' liability insurance: The actual cost(expressed as a percentage submitted with the certificate of insurance provided under Section 11.1.3,and subject to audit)of any changes in the Contractor's liability insurance arising directly from the changed Work;and .2 Public works bond: The actual cost(expressed as a percentage submitted with evidence of bondability under Section 11.4.1,and subject to audit)of the change in the Contractor's premium for the Contractor's statutorily required performance and payment bond arising directly from the 'll changed Work. The Contractor is not entitled to any increased premium on any retainage bond. Upon request,the Contractor shall provide the Owner with supporting documentation from its insurer or surety of any associated cost incurred. rr §7.5.5 Subcontractor costs: These are payments the Contractor makes to Subcontractors for changed Work performed by such Subcontractors. The Subcontractors' cost of changed Work shall be determined in the same manner as prescribed in this Section 7.5 and,among other things,shall not include consultant costs,attorneys' fees,or claim preparation expenses. §7.5.6 Fee: This is the allowance for all combined overhead,profit and other costs,including all office,home office and site overhead(including facilities,purchasing,clerical,project manager,project engineer,other engineers,project foreman,estimator, superintendent and their vehicles and assistants),taxes(except for sales tax),employee per diem,subsistence and travel costs,warranty,safety costs,printing and copying, quality control/assurance,purchasing,small or hand tool(a tool that costs$500 or less and is normally furnished by the performing contractor)or expendable charges,preparation of as-built drawings,impact on unchanged Work, Claim and Change preparation,and delay and impact costs of any kind(cumulative,ripple,or otherwise), added to the total cost to the Owner of any Change Order,Construction Change Directive,Claim or any other claim of any kind on this Project. No Fee shall be due,however,for direct settlements of Subcontractor claims by the Owner. The Fee shall be limited in all cases to the following schedule: .1 The Contractor shall receive 15%of the cost of any materials supplied or work properly performed by the Contractor's own forces. I .2 The Contractor shall receive 8%of the amount owed(less fee)directly to a Subcontractor or supplier for materials supplied or for work properly performed by that Subcontractor or supplier. .3 Each Subcontractor of any tier shall receive 12%of the cost of any materials properly supplied or work performed by its own forces. .4 Each Subcontractor of any tier shall receive 8%of the amount(less fee)it properly incurs for materials supplied or work properly performed by its suppliers or subcontractors of any lower tier. .5 The Contractor and its Subcontractors of any tier shall receive no more than 5%of any amounts von owed to any remote,sub-tier subcontractors which are within the lines of contractual responsibility but not in privity of contract with such Contractor or Subcontractors,for work performed by that remote,sub-tier subcontractor. .6 The cost to which this Fee is to be applied shall be determined in accordance with Section 7.5.1 through 7.5.4. None of the fee percentages authorized in this Paragraph 7.5.6 may be compounded with any other fee percentage or percentages authorized in this paragraph. .7 The total summed Fee of the Contractor and all Subcontractors of any tier shall not exceed 30%of any amounts owed to any remote, lower-tier Subcontractors that are within the lines of contractual responsibility but not in privity of contract with such Contractor or Subcontractor(s),for Work performed by that remove, lower-tier Subcontractor. If the Fee would otherwise exceed 30%,the rw Contractor shall proportionately reduce the Fee percentage for the Contractor and all Subcontractors except for the Subcontractor supplying material or performing work with its own forces. Ise AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 41 Unauthorized reproduction or distribution of this AlA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. +®Ilf 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) err Irr If a change in the Work involves both additive and deductive items,the appropriate Fee allowed will be added to the net difference of the items. If the net difference is negative,no Fee will be added to the negative figure as a further deduction. The parties acknowledge that the fees listed in this Section 7.5.6 are substantially greater than the fees and overhead normally included in determining the Contract Sum bid;that these higher percentages are a sufficient amount to compensate the Contractor for all effects and impacts of Changes in the Work;and that the resultant overcompensation of the Contractor for some Changes compensates the Contractor for any Changes for which the Contractor believes the percentage is otherwise insufficient. us ARTICLE 8 TIME §8.1 DEFINITIONS §8.1.1 Unless otherwise provided,Contract Time is the period of time,including authorized adjustments, allotted in the Contract Documents for Substantial Completion of the Work. §8.1.2 The date of commencement of the Work is the date established by the Owner in its Notice to Proceed, which may not be issued until the Contractor has complied with the terms of the Notice of Award of the eit Contract~th ment.Work on the site may begin when the Contractor complies with the requirements of the Notice to Proceed and submits the bonds,certificates of insurance,and all other documents required by the Contract Documents. §8.1.3 The date of Substantial Completion(or a designated portion thereof)is the date certified by the Architect and set by the Owner in accordance with Section 9.8. §8.1.4 The term"day"as used in the Contract Documents shall mean calendar day unless otherwise specifically defined. §8.2 PROGRESS AND COMPLETION §8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract.By executing the Agreement the Contractor confirms that the Contract Time is a reasonable period for performing the Work. §8.2.2 The Contractor shall not knowingly,except by agreement or instruction of the Owner in writing, prematurely commence operations on the site or elsewhere prior to the effective date of insurance required by Article 11 to be furnished by the Contractor and Owner.The date of commencement of the Work shall not be changed by the effective date of such insurance. oil §8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve Substantial Completion within the Contract Time and shall achieve Final Completion within forty-five(45)days thereafter unless otherwise specified in the Contract Documents. 4 8.2.4 THE TIMELY COMPLETION OF THIS PROJECT IS ESSENTIAL TO THE OWNER. The Owner will incur serious and substantial damages if Substantial Completion of the Work does not occur within the mit Contract Time;however, it would be difficult if not impossible to determine the amount of such damages, which could include,for example,personnel and overtime costs,transportation costs,governmental fees, storage costs,portable rental costs,loss of use,and lost opportunities. Consequently,provisions for liquidated damages as a reasonable estimate of loss may be included in the Contract Documents. The Owner's right to liquidated damages is not affected by partial completion,occupancy,or beneficial occupancy.The Contractor shall furnish sufficient forces,construction plant and equipment,and shall work such hours,including night shifts,overtime operations and weekend and holiday work as may be necessary to insure the completion of the rre Work in accordance with the date of Substantial Completion and the accepted Contractor's Construction Schedule. If the Contractor fails to perform in a timely manner in accordance with the Contract Documents and,through the fault of the Contractor or Subcontractor(s)of any tier fails to meet the Contractor's Construction Schedule,the Contractor shall take such steps as may be necessary to immediately improve its rrri progress by increasing the number of workers,shifts,overtime operations or days of work or other means and methods,all without additional cost to the Owner. AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This ALAS Document is protected by U.S.Copyright Law and International Treaties. 42 Unauthorized reproduction or distribution of this AIA5 Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. Illfi User Notes:Renton—25636001.1 (124 514 9544) lii! §8.2.5 If the Work is to be performed in phases,with separate dates set forth for Substantial Completion elsewhere in the Contract Documents,then the specified liquidated damages shall apply separately to each such phase unless otherwise specified. §8.2.6 Any provisions in the Contract for liquidated damages shall not relieve or release the Contractor from liability for any and all damage or damages suffered by the Owner due to other breaches of the Contract or suffered by separate contractors. §8.2.7 It is the Contractor's option,but not its right,to attempt to complete the Project earlier than the dates specified in the Contract Documents. Thus any claim based upon delay shall be evaluated based upon the dates specified in the Contract Documents,not an earlier projected completion that the Contractor may propose. aim §8.3 DELAYS AND EXTENSIONS OF TIME §8.3.1 If the Contractor is delayed at any time in the commencement or progress of the Work(1)by an act or neglect of the Owner or Architect,or of an employee of either,or of a separate contractor employed by the Owner;or(( by changes ordered in the Work only to the extent reflected in approved Change Orders providing for specific extensions of the Contract Time;or(3)by unanticipated,extraordinary weather(see Section 15.1.5.2);or(4)by unexpected industry-wide labor disputes, fire,unusual delay in deliveries, governmental delays(including unanticipated permit delays not caused by the Contractor;delays caused by a local jurisdictions' scheduled days off shall not be considered an excusable delay),unavoidable casualties or other causes beyond the Contractor's control;or(5)by delay authorized by the Owner pending mediation and rrl arbifiFatienlitigation;or(6)by other causes that the Architect or Owner determines may justify delay,then the Contract Time shall be extended by Change Order for such reasonable time,limited to the change in the actual critical path of the Contractor's Construction Schedule directly caused thereby,as the Architect and the Owner may determine consistent with the provisions of the Contract Documents. In no event,however,shall the Contractor be entitled to any extension of time absent proof of(1)delay to an activity on the critical path of the Contract Schedule, so as to actually delay the Project completion beyond the date of Substantial Completion,or (2)delay transforming an activity into the critical path of the Contract Schedule,so as to actually delay the as Project completion beyond the date of Substantial Completion. §8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Article 15 and shall include any proposed changes in the Contractor's Construction Schedule or the Contract Time,a description of di any event that could delay performance or supplying of any item of the Work,the expected duration of the delay,the anticipated effect of the delay on the Contractor's Construction Schedule,and the action being taken to correct the delay situation. That the Owner or Architect may be aware of the occurrence or existence of a delay through means other than the Contractor's written notification shall not constitute a waiver of a timely or written notice or Claim. §8.3.3 This Section 8.3 does not preclude recovery of damages for delay by either party under other provisions of the Contract Documents. .1 If the delay was not caused by the Owner,the Contractor,a Subcontractor of any tier,or the Architect,or anyone acting on behalf of any of them,the Contractor is entitled only to an increase in the Contract Time in accordance with the Contract Documents but not an increase in the Contract Sum. If the delay was caused by the Contractor,a Subcontractor of any tier,or anyone acting on behalf of any of them,the Contractor is not entitled to an increase in the Contract Time or in the Contract Sum. The Contractor shall not recover damages,an equitable adjustment or an ■r increase in the Contract Sum or Contract Time from the Owner where the Contractor could have reasonably avoided the delay by the exercise of due diligence. The Contractor shall be able to recover an increase in the Contract Sum,provided it is consistent with the terms of the Contract Documents,only if the delay directly impacts the critical path,could not reasonably have been '~ anticipated or avoided,was unreasonable,and was caused by the Owner or anyone acting on its behalf as permitted under the Contract Documents. The Owner is not obligated directly or AIA Document A20111"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958, 1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 43 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) dill Mak 11110 indirectly for damages,an equitable adjustment,or an increase in the Contract Sum for any delay suffered by a Subcontractor of any tier that does not increase the Contract Time. .2 In the event the Contractor(including any Subcontractors of any tier)is held to be entitled to damages from the Owner for delay beyond the payment permitted in Section 7.5.6,it is agreed that the total combined damages to the Contractor and any Subcontractors of any tier for each day of delay shall be limited to the same daily liquidated damage rate specified in the Contract Documents due the Owner for the Contractor's delay in achieving Substantial Completion. By submitting its bid on the Work,the Contractor represents that it would be difficult if not impossible to determine the amount of any delay damages due it,that it has taken this provision for liquidated damages into consideration in its bid,and that these liquidated damages are a reasonable estimate of its loss. No damages will be allowed for any time prior to fourteen(14) days before receipt of written notice of the Claim of the delay pursuant to Article 15. .3 The Contractor shall not in any event be entitled to damages arising out of actual or alleged loss of efficiency;morale,fatigue,attitude.or labor rhythm;constructive acceleration;home office overhead;expectant underrun;trade stacking;reassignment of workers;rescheduling of work; schedule compression;concurrent operations;dilution of supervision:learning curve;beneficial or joint occupancy;logistics;ripple;season change;extended overhead;profit upon damages for delay; impact damages including cumulative impacts;or similar damages. Any effect that such alleged costs may have upon the Contractor or its Subcontractors of any tier is fully compensated through the percentage Fee on Change Orders paid through Section 7.5.6 and any liquidated damages paid hereunder. .4 The Contractor shall not be entitled to any adjustment in the Contract Time or the Contract Sum., or to any additional payment of any sort,by reason of the loss or the use of any float time., including time between the Contractor's anticipated completion date and the end of the Contract Time,whether or not the float time is described as such on the Contractor's Construction Schedule. irr ARTICLE 9 PAYMENTS AND COMPLETION §9.1 CONTRACT SUM rri The Contract Sum is stated in the Agreement and,including authorized adjustments, is the total amount payable by the Owner to the Contractor for performance of the Work under the Contract Documents. §9.2 SCHEDULE OF VALUES gib Within ten(10)days of receiving notice of the Owner's intent to award the Contract ,the Contractor shall submit to the Architects before t F-st A_plioat. n f r Payment a schedule of values allocating the entire Contract Sum to the various portions of the Work and prepared in such form and supported by such data to substantiate its accuracy as the Architect or Owner may require.At a minimum,the Work shall be itemized by Specification section or system., and separate values for labor,materials and equipment shall be provided. Quantities shall be provided for each section or system of the Work. If an example of the schedule of values is included in the Contract Documents., the Contractor shall itemize and prepare the schedule of values as indicated by the example with respect to form,content,and level of detail. This schedule,unless objected to by the Architect or the Owner,shall be used as a basis for reviewing the Contractor's Applications for Payment. .1 Mobilization shall be a maximum of one-half of one percent(0.5%)of the Contract Sum,and shall be paid only if supported by an itemized breakdown of costs acceptable to the Owner. .2 The schedule of values shall allocate at least one percent(1%)of the Contract Sum to Commissioning,as defined in the Contract Documents,which Contractor shall allocate to those Subcontractors participating in Commissioning, .3 Payment applicable to the expenses of Contractor's bond and/or builder's risk insurance will be made only upon receipt of paid invoice from surety and/or insurance carrier. .4 No payment will be made for shop drawings or submittals until on-site receipt of materials. .5 The schedule of values shall also allocate at least four percent(4%)of the Contract Sum as a separate line item for that portion of the Work between Substantial Completion and Final Completion.which shall be allocated as follows:half shall be allocated for punch list work;one Sib AIA Document A201 T'"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AlAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be 44 prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 544) Ulrr air die quarter shall be allocated for completion part of approved operations and maintenance data as defined in the Contract Documents;and one quarter shall be allocated for completion of all requirements for Final Completion and final payment. This line item shall be entitled"Final Documentation and Punch List Completion"and will be earned and paid as a part of the final payment. This percentage is not the statutory retainage described in Section 9.3.4 or any other retainage but rather requires the Contractor to recognize that the Contractor and its Subcontractors will expend significant costs in advancing the Work from Substantial Completion to Final mei Completion,and that this amount is not earned until Final Completion of the Work is accomplished. The Owner may,at its sole discretion,release portions of this amount progressively as items are completed and upon reasonable terms. a'l §9.3 APPLICATIONS FOR PAYMENT §9.3.1 Progress payments will be made monthly for work duly certified,approved,and performed during the calendar month preceding the application. These amounts are paid in trust to the Contractor for distribution to Subcontractors to the extent and in accordance with the approved Application for Payment. ail Contract D, nt. §9.3.1.1 Draft Application. At the first scheduled weekly meeting of each month,the Contractor shall submit to the Architect a report on the current progress of the Work as compared to the Contractor's Construction Schedule,and a draft,itemized application for payment for Work performed during the prior calendar month on a form supplied or approved by the Owner. This shall not constitute a payment request. The Contractor and the Architect shall meet within the next seven(7)days and confer regarding the current progress of the Work and the amount of payment to which the Contractor is entitled. The Owner may also attend this meeting. The Architect or the Owner may request the Contractor to provide data substantiating the Contractor's right to payment as the Owner or Architect may require,such as copies of requisitions from Subcontractors of any tier, lien releases,intents to pay prevailing wages,and certified payroll records,and reflecting retainage as provided elsewhere in the Contract Documents. The Contractor shall not be entitled to make a payment request,nor is any payment due the Contractor,until such data is furnished. As provided in Section 7.3.9,such applications may, if payment is approved by the Owner and the Architect,include requests for payment on account of changes in the Work that have been properly authorized by Construction Change Directives,or by interim determinations of the Architect,but-net-yet-and included in Change Orders. §9.3.1.2 Payment Request. After the Contractor and the Architect have met and conferred regarding the updated draft application,and the Contractor has furnished all progress information required and all data rw requested by the Architect under Section 9.3.1.1 above,and after the Contractor has provided the Owner and Architect with current meeting minutes,daily reports,as-built drawings,commissioning logs(if requested),and an updated Construction Schedule,the Contractor may submit a payment request in the agreed-upon amount,in the form of a notarized,itemized Application for Payment for Work properly performed during the prior arr calendar month on a form supplied or approved by the Owner. In addition,with each payment request,the Contractor shall provide a complete.notarized copy of the Summary of Entities Requesting Payment form,with attachments;see Specifications Section 012900 for the form. Failure to provide timely daily reports to the rr Owner with the information required in Section 3.3.6 will entitle the Owner to withhold progress payments otherwise due to the Contractor. The Contractor shall also submit a lien release on a form furnished by the Owner from each Subcontractor for whose Work the Owner paid the Contractor for the prior month. The Application shall also state that prevailing wages have been paid in accordance with the pre-filed statements of aw intent to pay prevailing wages on file with the Owner and that all payments due Subcontractors of any tier from the Owner's payment the prior month have been made. THE SUBMISSION OF THIS APPLICATION CONSTITUTES A CERTIFICATION BY THE CONTRACTOR THAT THE WORK IS CURRENT ON THE rr AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIAS)Document is protected by U.S.Copyright Law and International Treaties. 45 Unauthorized reproduction or distribution of this AIA8 Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. yrN 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 544) aar rlr I CONTRACTOR'S CONSTRUCTION SCHEDULE,unless otherwise noted on the application. Applications rrI for Payment shall not include requests for payment for portions of the Work for which the Contractor does not intend to pay a Subcontractor or material supplier,unless such Work has been performed by others whom the Contractor intends to pay. A payment request shall not be valid unless it complies with the requirements of the Contract Documents. 4 9.3.1.3 Disputed Amounts. If the Contractor believes it is entitled to payment for Work performed during the prior calendar month in addition to the agreed-upon amount,the Contractor may submit to the Owner and the Architect along with the approved payment request a separate written payment request specifying the exact additional amount due,the category in the schedule of values in which the payment is due,the specific Work for which the additional amount is due,and why the additional payment is due. Furthermore,for the submittal to be considered,pursuant to WAC 296-127-320,the Contractor and all Subcontractors shall file with the rrt Owner by the same date certified copies of all payroll records relating to the additional amount due. §9.3.1.4 Validity of Payment Requests. A payment request shall not be valid unless it complies with the requirements of the Contract Documents. If a separate payment request concerning a disputed amount does not comply with the requirements of the Contract,the Owner will provide a written statement to the Contractor. 4 9.3.1.5 Payments to Subcontractors. No payment request shall include amounts the Contractor does not intend to pay to a Subcontractor because of a dispute or other reason. If,after making a request for payment but before paying a Subcontractor for its performance covered by the payment request,the Contractor discovers that part or all of the payment otherwise due to the Subcontractor is subject to withholding from the Subcontractor under the subcontract for unsatisfactory performance,the Contractor may withhold the amount as allowed under the subcontract,but it shall give the Subcontractor,the Owner and the Architect written notice of the remedial actions that must be taken as soon as practicable after determining the cause for the withholding but before the due date for the Subcontractor payment,and pay the Subcontractor within seven(7)days after the Subcontractor satisfactorily completes the remedial action identified in the notice. §9.3.2 Unless otherwise provided in the Contract Documents,payments shall be made on account of project specific materials and equipment delivered,protected,identified,and suitably stored at the site for subsequent incorporation in the Work.If approved in writing and in advance by the Owner,payment may similarly be made for materials and equipment suitably stored off the site at a location agreed upon in writing.Payment for materials and equipment stored on or off the site shall be conditioned upon compliance by the Contractor with rrr procedures satisfactory to the Owner to establish the Owner's title to such materials and equipment or otherwise protect the Owner's interest,and shall include the costs of applicable insurance,storage and transportation to the site for such materials and equipment stored off the site. §9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will pass to the Owner no later than the time of payment.The Contractor further warrants that upon submittal of an Application for Payment all Work for which Certificates for Payment have been previously issued and payments received ea from the Owner shall,to the best of the Contractor's knowledge,information and belief,be free and clear of liens,claims,security interests or encumbrances in favor of the Contractor,Subcontractors,material suppliers, or other persons or entities making a claim by reason of having provided labor,materials and equipment relating to the Work. 4 9.3.4 Retainage. 4 9.3.4.1 In accordance with RCW 60.28,a sum equal to five percent(5%)of each approved Application for Payment shall be retained. After award of a Contract for public improvements,or work for which retained percentages are required to be reserved under the provision of RCW 60.28,the Owner shall require the Contractor to exercise, in writing,one of the options listed below: .1 Retained percentages will be retained in a fund by the Owner not subject to release until sixty(60) ow days following the Final Acceptance of the Work as completed and as provided in Section 9.10.4., or AIA Document A201 T"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 46 Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. ss User Notes:Renton—25636001.1 (124 514 9 544) .2 Deposited by the Owner in an interest-bearing account in a bank,mutual savings bank or savings and loan association and not subject to release until sixty(60)days following Final Acceptance of the Work as completed and as provided in Section 9.10.4;or .3 Placed in escrow with a bank or trust company and not subject to release until sixty(60)days veil following the Final Acceptance of the Work as completed and as provided in Section 9.10.4. .4 If the Contractor provides a bond in place of retainage, it shall be in an amount equal to 5%of the Contract Sum plus change orders. The minimum requirements for the bond are that it must be on ivra a form acceptable to the Owner,with an A.M.Best rating of"A"or better and a financial rating of no less than"VIII,"signed by a surety registered by the Washington State Insurance Commissioner and on the currently authorized insurance list published by the Washington State Insurance Commissioner;additional requirements as established by the Owner may be applied. §9.3.4.2 The Contractor or a Subcontractor may withhold payment of not more than five percent(5%)as retainage from the monies earned by any Subcontractor or Sub-subcontractor,provided that the Contractor pays interest to the Subcontractor at the same interest rate it receives from its reserved funds. If requested by the Owner,the Contractor shall specify the amount of retainage and interest due a Subcontractor. §9.4 CERTIFICATES FOR PAYMENT §9.4.1 The Architect will,within seven(7)_days after receipt of the Contractor's Application for Payment, either issue to the Owner a Certificate for Payment,with a copy to the Contractor,for such amount as the Architect determines is properly due,or notify the Contractor and Owner in writing of the Architect's reasons for withholding certification in whole or in part as provided in Section 9.5.1. §9.4.2 The issuance of a Certificate for Payment will constitute a representation by the Architect to the Owner, based on the Architect's evaluation of the Work and the data comprising the Application for Payment,that,to the best of the Architect's knowledge, information and belief,the Work has progressed to the point indicated and that the quality of the Work is in accordance with the Contract Documents.The foregoing representations are subject to an evaluation of the Work for conformance with the Contract Documents upon Substantial and as Final Completion,to results of subsequent tests and inspections,to correction of minor deviations from the Contract Documents prior to completion and to specific qualifications expressed by the Architect.The issuance of a Certificate for Payment will further constitute a representation that the Contractor is entitled to payment in the amount certified.However,the issuance of a Certificate for Payment will not be a representation that the ria Architect has(1)made exhaustive or continuous on-site inspections to check the quality or quantity of the Work,(2)reviewed construction means,methods,techniques,sequences or procedures,(3)reviewed copies of requisitions received from Subcontractors and material suppliers and other data requested by the Owner to substantiate the Contractor's right to payment,or(4)made examination to ascertain how or for what purpose the Contractor has used money previously paid on account of the Contract Sum. §9.5 DECISIONS TO WITHHOLD CERTIFICATION lie §9.5.1 The Architect may withhold a Certificate for Payment in whole or in part,to the extent reasonably necessary to protect the Owner,if in the Architect's opinion the representations to the Owner required by Section 9.4.2 cannot be made.If the Architect is unable to certify payment in the amount of the Application,the Architect will notify the Contractor and Owner as provided in Section 9.4.1.If the Contractor and Architect rwr cannot agree on a revised amount,the Architect will promptly issue a Certificate for Pay ment p p y for the amount for which the Architect is able to make such representations to the Owner.The Owner may,with or without the Architect's concurrence,withhold payment,and the Architect may also withhold a Certificate for Payment or, ii because of subsequently discovered evidence or subsequent observations,it may nullify the whole or a part of a Certificate for Payment previously issued,to such extent as may be necessary in the Architect's opinion to protect the Owner from loss for which the Contractor is responsible, including loss resulting from acts and omissions described in Section 3.3.2,because of .1 defective Work not remedied; .2 third party claims filed or reasonable evidence indicating probable filing of such claims unless security acceptable to the Owner is provided by the Contractor; AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 47 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. IY1i1 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) ®Ilt r. No .3 failure of the Contractor to make payments properly to Subcontractors or for labor,materials or ow equipment; .4 reasonable evidence that the Work cannot be completed for the unpaid balance of the Contract Sum; .5 damage to the Owner or a separate contractor; ism .6 reasonable evidence that the Work will not be completed within the Contract Time,and that the unpaid balance would not be adequate to cover actual or liquidated damages for the anticipated delay;of N' .7 unsatisfactory prosecution of the Work by the Contractor,including but not limited to repeated failure to carry out the Work in accordance with the Contract Documents; .8 delay by the Contractor and/or its Subcontractor(s)of any tier,or failure to comply with the Contractor's Construction Schedule requirements., l iii .9 failure to submit affidavits pertaining to wages paid as required by statute; .10 failure to submit a properly updated Construction Schedule; .11 failure to comply with a requirement of the Contract Documents in which the Owner has reserved IN the right to withhold payment; .12 liquidated damages:. .13 failure to properly maintain as-builts .14 failure to properly submit daily construction records;or itlrl .15 failure to properly submit certified payrolls. §9.5.2 When the above reasons for withholding certification are removed,certification will be made forMS amounts previously withheld. $9.5.3 Pursuant to RCW 39.12,"Prevailing Wages on Public Works,"the Contractor will not receive any payment until the Contractor and all Subcontractors of any tier for whom payment is sought have submitted Ir io state-approved"Statements of Intent to Pay Prevailing Wage"to the Owner. The statement must have the approval of the Industrial Statistician of the Department of Labor and Industries before it is submitted to the Owner. The statement must include the Contractor's registration number,the number of workers in each tradeoil classification,and the applicable wage rate for each trade listed. The Contractor agrees to provide each Subcontractor of any tier with a schedule of applicable prevailing wage rates. The Contractor and the respective Subcontractors of any tier shall pay all fees required by the Department of Labor and Industries, including fees for the approval of the"Statement of Intent to Pay Prevailing Wages."Approved copies of the - "Statement of Intent to Pay Prevailing Wages"must be posted where workers can easily read them. §9.5.34 Tf t " i` ` i` ld rtiF t c m nt nder See`ie " 5. 3,`The Owner may, at its sole us option,issue joint checks to the Contractor and to any Subcontractor or material or equipment suppliers to whom the Contractor failed to make payment for Work properly performed or material or equipment suitably delivered.If the Owner makes payments by joint check,the Owner shall notify the Architect and the Architect will reflect such payment on the next Certificate for Payment. NI §9.6 PROGRESS PAYMENTS §9.6.1 After the Architect has issued a Certificate for Payment,and it has been approved by the Owner,the Owner shall make payment in the manner and within the time provided in the Contract Documents,a or et. The Owner will make a progress payment within thirty(30)days of its receipt and approval of the Architect's Certificate for Payment;any payments made by or through the Office of the Superintendent of Public Instruction shall be made in accordance with the policies and procedures of that ■r office. The Owner shall be entitled to withhold payment to the extent provided by the Contract Documents, notwithstanding the issuance of a Certificate for Payment. I §9.6.2 The Contractor shall pay each Subcontractor no later than seven(7)days after receipt of payment from Ire the Owner.out of the amount paid to the Contractor on account of such Subcontractor's portion of the Work, the amount to which the Subcontractor is entitled,reflecting percentages actually retained from payments to the iltI AIA Document A201 TM.•2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 48 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. MI User Notes:Renton—25636001.1 (124 514 9 544) Contractor on account of the Subcontractor's portion of the Work.The Contractor shall,by appropriate agreement with each Subcontractor,require each Subcontractor to make payments to Sub-subcontractors in a similar manner. If the Contractor does not receive payment for any cause which is not the fault of a particular Subcontractor but does receive payment for materials supplied or work performed by that Subcontractor,the Contractor shall pay that Subcontractor in accordance with its subcontract for its satisfactorily completed work, less the retained percentage. ( §9.6.3 The Architect will,on written request,furnish to a Subcontractor,if practicable,information regarding percentages of completion or amounts applied for by the Contractor and action taken thereon by the Architect and Owner on account of portions of the Work done by such Subcontractor. §9.6.4 The Owner has the right to request written evidence,satisfactory to the Owner,from the Contractor that the Contractor has properly paid Subcontractors and material and equipment suppliers amounts paid by the Owner to the Contractor for subcontracted Work and.If the Contractor f il„to f.nish such;.viden ith. n seven-days,the Owner shall have the right to contact Subcontractors to ascertain whether they have been properly paid.Neither the Owner nor Architect shall have an obligation to pay or to see to the payment of money to a Subcontractor,except as may otherwise be required by law. §9.6.5 Contractor payments to material and equipment suppliers shall be treated in a manner similar to that provided in Sections 9.6.2,9.6.3 and 9.6.4. Nos §9.6.6 A Certificate for Payment,a progress payment,or partial or entire use or occupancy of the Project by the I Owner shall not constitute acceptance of Work . §9.6.7 Unless the Contractor provides the Owner with a payment bond in the full penal sum of the Contract all Sum,payments received by the Contractor for Work properly performed by Subcontractors and suppliers shall be held by the Contractor for those Subcontractors or suppliers who performed Work or furnished materials,or both,under contract with the Contractor for which payment was made by the Owner.Nothing contained herein shall require money to be placed in a separate account and not commingled with money of the Contractor,shall create any fiduciary liability or tort liability on the part of the Contractor for breach of trust or shall entitle any person or entity to an award of punitive damages against the Contractor for breach of the requirements of this provision. itllli §9.7 FAILURE OF PAYMENT If the Architect improperly fails to flees-net-issue a Certificate for Payment,through no fault of the Contractor, within seven(7)days after receipt of the Contractor's timely Application for Payment under Section 9.3.1.2 die (subject to the approved payment schedule),or if the Owner does not pay the Contractor within sever}-fifteen (15)days after the date established in the Contract Documents the amount due and owing to the Contractor certified by the Architect or awarded by binding dispute resolution,then the Contractor may,upon seven fifteen err (15)additional days'written notice to the Owner and Architect,stop the Work until payment of the amount owing has been received.The Contract Time shall be extended appropriately and the Contract Sum shall be increased by the amount of the Contractor's reasonable costs of shut-down,delay and start-up,plus interest as ski §9.8 SUBSTANTIAL COMPLETION AND OCCUPANCY §9.8.1.1 Substantial Completion is the stage in the progress of the Work,or portion thereof designated and approved by the Architect and Owner,when the Work or designated portion thereof has been completed,with the exception of incidental corrective work and fmal cleaning,and is su€fieienti.frcomplete in accordance with the Contract Documents so that the Owner can fully occupy ef-and fully utilize the Work,or the designated portion thereof,for its intended use,including furniture,furnishings and equipment and student and teacher ire occupancy. The fact that the Owner may occupy the Work or a designated portion thereof does not in itself indicate that the Work is acceptable in whole or in part or is substantially complete,nor does such occupation AIA Document A201 T"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958, 1961,1963,1966,1970,1976,1987,1997,and 2007 by The Inn- American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 49 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 5 14 9 544) rWr toll or change any liquidated damages due the Owner. Conditions for achieving Substantial Completion ma include but are not limited to the following: .1 Obtaining applicable occupancy permits,including fire/life safety systems and health department approval,pressure vessel permits,elevator permits,and similar approvals or certificates by governing authorities and franchised services,assuring the Owner's full access and use of completed Work. .2 Submittal of the Contractor's punch list,on a form provided or approved by the Owner,of items to be completed or corrected and a written request for inspection. rir .3 Notice establishing the Date of Commissioning_ .4 Final changeover of locks,transmittal of new keys to the Owner,and coordination with the Owner regarding changeover in security provisions. .5 Removal of temporary facilities and services from the project site. r�r .6 Advising the Owner on coordination of shifting insurance coverages,including proof of extended coverages as required. .7 Operation and Maintenance manuals have been submitted by the Contractor for review. .8 Initial Owner training sessions and demonstrations have been completed by the Contractor to the Owner's reasonable satisfaction. Substantial Completion has not been achieved unless the Contractor certifies and the Architect reasonably mei judges that the Work can achieve Final Completion within forty-five(45)days(or such other period of time as is specified in the Contract Documents). i 6 9.8.1.2 Date of Commissioning of Selected Equipment and Systems. The equipment and systems so designated in the Contract Documents are considered"Selected Equipment and Systems." When the Contractor considers that all Selected Equipment and Systems are complete,fully functional,ready for normal operation and functional performance testing,and all pre-commissioning checklists are completed,the Contractor shall so notify the Architect in writing a minimum of twenty-one(21)days prior to the Date of Substantial Completion(or such other date as may be established in the Contract Documents). A reasonable period shall be allowed for the Architect and commissioning agent to schedule and observe the functional ma performance tests identified in the Contract Documents. If the inspection discloses that the Selected Equipment and Systems are not functioning correctly or that any item is not in accordance with the requirements of the Contract Documents,the Contractor shall expeditiously complete or correct such item upon notification by the Architect or commissioning agent. The Contractor shall then submit a request for another inspection to its determine completion of those Selected Equipment and Systems and pay the costs associated with the reinspection,including fees of the Architect,any Owner consultant,and the commissioningagent and its consultants. When all the Selected Equipment and Systems are functioning correctly,the Owner's are commissioning agent will notify the Owner in writing and establish the Date of Commissioning.which shall be a date not less than fourteen(14)days before the Date of Substantial Completion. Training of Owner personnel shall begin immediately after the Date of Commissioning and shall be conducted by appropriate Subcontractor personnel on site who are knowledgeable with the construction and operation of each system prior to departure of the installing entity from the site. Warranties on any Selected Equipment and Systems required by the Contract Documents shall commence on the Date of Substantial Completion,unless otherwise provided,but the Contractor shall retain the responsibility to maintain the system until Final Acceptance. $9.8.1.3 Indemnification. The Contractor shall defend,indemnify,and hold harmless the Owner and the Architect and their agents,employees,and consultants,successors and assigns from and against all claims, damages,losses and expenses of third parties,direct and indirect,or consequential, including costs,design arl professional fees,and attorneys' fees incurred by the Owner related to such claims and in proving the right to indemnification,resulting from the failure of the Contractor to attain the Date of Commissioning not less than fourteen(14)days prior to the Date of Substantial Completion fixed by the Contract Documents. In particular, the Contractor acknowledges that the time period between the Date of Commissioning and occupancy is to confirm all HVAC,mechanical,electrical,control and environmental management systems are fully operational under procedures and loads intended to provide unoccupied space with positive performance for pre-occupancy AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 50 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. Mil(124 514 9 54 4) User Notes:Renton—25636001.1 UI Orr +�r Ienvironmental documentation,and the systems are scheduled to operate under a procedure intended to dissipate out-gassing that may occur from interior and other materials. §9.8.2 When the Contractor considers that the Work,or a portion thereof(which the Owner agrees to accept 411111 separately),p y),i has achieved Substantial Completion,the Contractor shall prepare and submit to the Architect a comprehensive list of items to be completed or corrected prior to fmal payment.The Contractor shall proceed promptly to complete and correct items on the list. Failure to include an item on such rr list does not alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents. §9.8.3 Upon receipt of the Contractor's list,and upon verification by the Architect that all permits,approvals, testing,training and other submittals and administrative actions required under the Contract Documents for obtaining Substantial Completion have been satisfied,the Architect and,at its option,the Owner will make an inspection to determine whether the Work or designated portion thereof is substantially complete.If the Architect's inspection discloses any item,whether or not included on the Contractor's list,which is not sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Work or designated portion thereof for its intended use,the Contractor shall,before issuance of the Certificate I of Substantial Completion,complete or correct such items upon notification by the Architect.In such case,the Contractor shall then submit a request for another inspection by the Architect to determine Substantial Completion. If the Owner or Architect determines that the Work or designated portion has not achieved Substantial Completion,the Contractor shall expeditiously complete the Work or designated portion,and again request an inspection. The Contractor shall pay the costs associated with any reinspections,including Architect and consultant fees. §9.8.4 When the Work or designated portion thereof has achieved Substantial Completion complete,the Architect will prepare a Certificate of Substantial Completion which,upon approval of the Owner,that-shall establish the date of Substantial Completion,shall establish responsibilities of the Owner and Contractor for security,maintenance,heat,utilities,damage to the Work,warranty,and insurance,and aft shall fix the time within which the Contractor shall finish all items on the list accompanying the Certificate. Warranties required by the Contract Documents shall commence on the(Date of Substantial Completion of the Work or designated portion thereof unless otherwise provided in the Certificate of Substantial Completion. The Contractor shall attach and submit with the executed Certificate of Substantial Completion,the Certificate of Occupancy,as well as a written list of each outstanding and unresolved Claim;any Claim not so submitted and identified,other than retainage and the undisputed balance of the Contract Sum,shall be deemed waived and abandoned. If the Owner or Architect determines that the Work or designated portion is not Substantially Complete,the Contractor shall expeditiously complete the Work or designated portion,again request an inspection,and pay the costs associated with the re-inspection,including Architect and consultant fees. §9.8.5 The Certificate of Substantial Completion shall be submitted to the Owner and Contractor for their written acceptance of responsibilities assigned to them in such Certificate.Any items not included by the Architect but required or necessary for Final Completion of the Contract shall be supplied and installed by the Contractor as a part of the Contract Sum,notwithstanding their not being recorded by the Architect. Upon s written acceptance of the Certificate of Substantial Completion by the Owner and the Contractor,and upon the Contractor's Application for Payment and consent of surety,if any,the Owner shall make payment as provided in the Contract Documents=_e aioage g to s eh Werk o_designated?portion♦hereof Such payment shall be adjusted for Work that is incomplete or not in accordance with the requirements of the Contract 41+ Documents. No further payment will be due or owing until the payment following Final Completion. §9.8.6 The Contractor shall prepare,continue to monitor with the Architect,and cause to be completed,all punch lists with respect to the activity of each Subcontractor of any tier and report weekly to the Owner on outstanding punch list items. Beginning thirty(30)days before the scheduled date of Substantial Completion, the Contractor shall prepare reports weekly,identifying items to be completed in order to obtain required err MA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987, 1997,and 2007 by The Ink. American Institute of Architects.All rights reserved.WARNING:This AIM/Document is protected by U.S.Copyright Law and International Treaties. 51 Unauthorized reproduction or distribution of this AIAi4 Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. sill 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) Ili certificates of occupancy and make recommendations to the Owner with respect to effectuating the earliest possible completion. The Contractor shall include this report as a schedule item on its CPM schedule. mi §9.9 PARTIAL OCCUPANCY OR USE §9.9.1 The Owner may,upon written notice to the Contractor,take possession of,operate,occupy or use any au completed or partially completed portion of the Work at any stage, , Section 11.3.1.5 and Occupancy shall not occur until such occupancy or use is authorized by public No authorities having jurisdiction over the Project. Such partial occupancy or use may commence whether or not the portion ' has achieved Substantial Completion, , IrrY , Unless otherwise agreed in writing,such possession,use or operation shall not be deemed an acceptance of any portion of the Work,nor accelerate the time for any payment to the Contractor under the Contract,nor r>ii prejudice any rights of the Owner under the Contract or under any insurance,bond,guaranty or other requirement of the Contract,nor relieve the Contractor of the risk of loss or any of its obligations under the Contract,nor establish a Date of Substantial or Final Completion,nor establish a date for termination or partial termination of the running of liquidated damages,nor constitute a waiver of any Owner claims. If the OW Contractor fails to achieve Substantial Completion of the Work within the Contract Time,or fails to achieve Final Completion of the Work within forty-five(45)days of Substantial Completion(or such other period of time as is specified in the Contract Documents),the Owner may take possession of,use or operate all or anyaii part of the Work without an increase in the Contract Sum or the Contract Time on account of such possession or use.When the Contractor considers a portion substantially complete,the Contractor shall prepare and submit a list to the Architect as provided under Section 9.8.2.Consent of the Contractor to partial occupancy or use shall not be unreasonably withheld. §9.9.2 Immediately prior to such partial occupancy or use,the Owner,Contractor and Architect shall jointly ow inspect the area to be occupied or portion of the Work to be used in order to determine and record the condition of the Work. §9.9.3 Unless otherwise agreed upon,partial occupancy or use of a portion or portions of the Work shall not w constitute acceptance of Work not complying with the requirements of the Contract Documents. §9.10 FINAL COMPLETION,FINAL ACCEPTANCE AND FINAL PAYMENT §9.10.1 Final Completion. es §9.10.1.1 The Contractor shall cause punch list items to be completed within forty-five(45)days of Substantial Completion of each phase(or such other period of time as is specified in the Contract Documents)or within such reasonable period as may be required to correct the item(in the event that the punch list items are.because lire of their nature,incapable of correction during that period)provided that the Contractor commences to correct the item within that period and thereafter diligently and in good faith pursues the corrective action to completion. If,at thirty(30)days after the Date of Substantial Completion of each phase,the Owner considers that the punch list items are unlikely to be completed within forty-five(45)days of the Date of Substantial rrr Completion(or such other period of time as is specified in the Contract Documents).the Owner may,upon seven(7)days'written notice to the Contractor,take over and perform some or all of the punch list items. If the Contractor fails to correct the deficiencies within the time period required,the Owner may deduct the actual ,a cost of performing this punch list work,including any design costs,plus fifteen percent(15%)to account for the Owner's transaction costs from the Contract Sum. $9.10.1.2 Upon receipt of the Contractor's written notice that the Contractor has inspected the punch list items, 'e the punch list items are completed,and the Work is ready for final inspection and acceptance,and upon receipt of a final Application for Payment,the Architect will promptly make such inspection accompanied by the Contractor(if requested by the Architect or Owner) If the Architect or Owner determines that some or all of MI AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AlAct Document is protected by U.S.Copyright Law and International Treaties. 52 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. IWi User Notes:Renton—25636001.1 (124 514 9 54 4) the punch list items are not accomplished,the Contractor shall be responsible to the Owner for all costs, including re-inspection fees,for any subsequent Architect's inspection to determine compliance with the punch list. anelTwWhen the Architect finds all punch list items complete and the Work acceptable under the Contract Documents and the Contract fully performed,the Architect will promptly notify the Owner and the Contractor in writing' hat to the best of the Architect's knowledge, information and belief,and on the basis of the Architect's on-site visits and inspections,the Work has been completed in accordance with terms and conditions of the Contract Documents mr .If the Architect determines that some or all of the punch list items are not accomplished,the Contractor shall be responsible to the Owner for all costs,including re-inspection fees,for any subsequent inspection to determine compliance with the punch list. The Architect's final Certificate for Payment will constitute a further representation that conditions listed in Section 9.10.2 as precedent to the Contractor's being entitled to final payment have been fulfilled. §9.10.1.3 The Contractor is liable for,and the Owner may deduct from any amounts due the Contractor,all Architect,engineer or other consultant fees and all Commissioning agent and construction management fees incurred by the Owner for services performed more than forty-five(45)days after Substantial Completion of all the Work(or such other period of time as is specified in the Contract Documents),whether or not those services would have been performed prior to that date had Final Completion been achieved in a timely manner. dim §9.10.1.4 When the Architect finds that the Work has been concluded,a fmal occupancy permit has been issued,any commissioning process and validation process have been successfully concluded and the Final Commissioning Report has been accepted by the Owner's Board of Directors,and the Contractor has submitted all the items identified in Section 9.10.1.5 to the Architect,the Contractor may submit a fmal Application for Payment. The Architect will then promptly issue a final Certificate for Payment stating that the entire balance found to be due the Contractor and noted in said fmal Certificate is due and payable. The Architect's final Certificate for Payment shall establish the date of Final Completion upon its execution by the Owner. §9.10.1.5"Final Completion"will be attained when the Contractor has accomplished the following: .1 Complete all requirements listed in Section 9.8 for Substantial Completion. .2 Complete all remaining punch list items and remaining Work,and obtain approval by Architect and Owner that all Work is complete. .3 Obtain permanent occupancy permits(if only a temporary occupancy permit was issued at Substantial Completion). .4 Submit final change order and final Application for Payment. .5 Submit record documents,any final property survey,and operation and maintenance manuals required by the Contract Documents. .6 Deliver tools,spare parts,extra stock of material and similar physical items to the Owner as required by the Contract Documents. .7 Complete final cleaning after punch list work(in addition to the final cleaning that was required to obtain Substantial Completion). .8 Complete instruction and training sessions(which are to begin prior to Substantial Completion)on all major building systems including HVAC, intercom,data communications,fire alarm, telephone,fire sprinkler,emergency power, security and clocks. .9 Submit executed warranties. .10 Acceptance of the final Commissioning Report by the Owner's Board of Directors. rr §9.10.2 Final Acceptance and Payment. $9.10.2.1 Neither fmal payment nor any remaining-retained percentage shall become due until after the Owner's Board of Directors has formally accepted the Project("Final Acceptance"). To achieve Final Acceptance,the Architect must have issued a final Certificate for Payment under Section 9.10.1.4,a Final Occupancy Permit must have been issued,Final Completion must have occurred,and the Contractor sus must have submitted to the Architect the following: AIA Document A201 TM_2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This ABA®Document is protected by U.S.Copyright Law and International Treaties. 53 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. air 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 54 4) hill (1) an affidavit that all payrolls,bills for materials and equipment,and other indebtedness connected with the Work for which the Owner or the Owner's property might be responsible or encumbered(less amounts withheld by Owner)have been paid or otherwise satisfied,except for any claims that are specifically identified on the affidavit (Affidavit of Payment of Debts and Claims,AIA form G706 or equivalent), (2) a certificate evidencing that insurance required by the Contract Documents to remain in force after final payment is currently in effect and will not be canceled or allowed to expire until at least thirty(30)days' prior written notice has been given to the Owner, (3) a written statement that the Contractor knows of no substantial reason that the insurance will not be renewable to cover the period required by the Contract Documents, (4) consent of surety, if any,to final payment(AIA form G707 or equivalent),and (5) other data establishing payment or satisfaction of or protection Irr against obligations,such as receipts,releases and waivers of liens,claims,security interests or encumbrances arising out of the Contract,to the extent and in such form as may be designated by the Owner(Contractor's Affidavit of Release of Liens,AIA form G706A or equivalent?.If a Subcontractor refuses to furnish a release or waiver required by the Owner,the Contractor may furnish a bond satisfactory to the Owner to indemnify the Owner against such lien.If such lien remains unsatisfied after payments are made, the Contractor shall refund to the Owner all money that the Owner may be compelled to pay in discharging such lien,including all costs and reasonable attorneys' fees,. (6) pursuant to RCW 39.12.040,an"Affidavit of Wages Paid"from the Contractor and from each Subcontractor of any tier certified by the Industrial Statistician of the Washingtonre State Department of Labor and Industries,with the fees paid by the Contractor or Subcontractor, (7)a letter from the Architect indicating that the Work is complete and recommending Final Acceptance of the Project by the Owner. (8)certification that the materials in the Work are"lead-free"and"asbestos-free," (9)a certified statement that the Contractor has closed all necessary permits or otherwise met the requirements of all governing jurisdictions related to this project,including but not limited to all city or county departments,health districts and utility districts,provided to Owner with a copy of all closed or signed off permits, (10)record documents.,and (11)all warranties,guarantees,training,manuals.operation instructions,certificates,spare am parts.maintenance manuals and stock,specified excess material,as-built drawings and other documents,training or items required by the Contract Documents or local governmental entities. §9.10.2.2 Pursuant to RCW 60.28,"Lien for Labor.Materials,Taxes on Public Works."completion of the Contract Work shall occur upon Final Acceptance. §9.10.3 If,after Substantial Completion of the Work,Final Completion is materially delayed through no fault of the Contractor or by issuance of Change Orders affecting€Final eCompletion,and the Architect so confirms,the Owner shallmay,upon application by the Contractor and certification by the Architect,and without terminating the Contract,make payment of the balance due for that portion of the Work fully completed and accepted.If the remaining balance for Work not fully completed or corrected is less than retainage stipulated in the Contract Documents,and if bonds have been furnished,the written consent of surety to payment of the balance due for that portion of the Work fully completed and accepted shall be submitted by the Contractor to the Architect prior to certification of such payment. Such payment shall be made under terms and conditions governing final payment,except that it shall not constitute a waiver of claims. §9.10.4 Release of Retainage: The retainage will be held and applied by the Owner as a trust fund in a manner l is required by RCW 60.28. Release of the retainage will be processed in ordinary course of business upon the expiration of sixty(60)days following Final Acceptance of the Work by the Owner provided that no notice of till AIA Document A201 Tn"—2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 54 Unauthorized reproduction or distribution of this AIA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 544) i1rY art lien shall have been given as provided in RCW 60.28,that no claims have been brought to the attention of the Owner and that the Owner has no claims under this Contract;and provided further that,for state-funded projects,release of retention has been duly authorized by the State. The following items must be obtained prior to release of retainage: pursuant to RCW 60.28,a certificate from the Department of Revenue;pursuant to wr RCW 50.24,a certificate from the Department of Employment Security;and appropriate information from the Department of Labor and Industries. $9.10.5 Waiver of Claims $9.10.5.1 Final Payment by Owner. The making of final payment shall constitute a waiver of Claims by the Owner except those arising from .1 liens,statutory retainage,Claims,security interests or encumbrances arising out of the Contract and unsettled; .2 failure of the Work to comply with the requirements of the Contract Documents; or .3 terms of special warranties required by the Contract Documents. rllr §9.10.5.2 Final Payment to Contractor. Acceptance of final payment by the Contractor,a Subcontractor or material supplier shall constitute a waiver of claims by that payee except those previously made in writing and identified by that payee as unsettled a "wand attached to the Contractor's final Application for ins Payment. §9.10.5.3 Change Orders. The execution of a Change Order shall constitute a waiver of Claims by the Contractor arising out of the Work to be performed or deleted pursuant to the Change Order,except as specifically described in the Change Order. Reservations of rights will be deemed waived and are void unless the reserved rights are specifically described in detail to the satisfaction of the Owner and are initialed by the Owner. If the Contractor adds a reservation of rights that has not been initialed by the Owner to any Change Order,Construction Change Directive,Change Order Proposal,Application for Payment or any other document,all amounts therein shall be considered disputed and not due or payable unless and until costs are re- negotiated or the reservation is withdrawn or changed in a manner satisfactory to and in all cases initialled by mill the Owner. If the Owner makes payment for a Change Order or an Application for Payment that contains a reservation of rights not initialed by the Owner to indicate agreement with the reservation,and if the Contractor negotiates the check for such payment,then the reservation of rights shall be deemed waived,withdrawn and of no effect. §9.10.6 If a Subcontractor of any tier refuses to furnish a release or waiver required by the Owner,the Owner may(a)retain in the fund,account,or escrow funds in such amount as to defray the cost of foreclosing the liens las of such claims and to pay attorneys' fees,the total of which shall be no less than 150%of the claimed amount, or(b)accept a bond from the Contractor,satisfactory to the Owner,to indemnify the Owner against such lien. If any such lien remains unsatisfied after all payments from the retainage are made,the Contractor shall refund to the Owner all moneys that the Owner may be compelled to pay in discharging such lien,including all costs and reasonable attorneys' fees. $9.10.7 The Contractor shall maintain books, ledgers,records,documents,estimates,bids,correspondence, logs,schedules,emails,and other tangible and electronic data and other evidence relating or pertaining to the costs and/or performance of the Contract("records")to such extent and in such detail as will properly reflect and fully support compliance with the requirements of the Contract Documents and with all costs,charges and other amounts of whatever nature. The Contractor shall preserve such records for a period of three(3)years following the date of Final Acceptance under the Contract and for such longer period as may be required by any other provision of the Contract. Within seven(7)days of the Owner's request,the Contractor agrees to make available at the office of the Contractor during normal business hours all records for inspection,audit and reproduction(including electronic reproduction)by the Owner or its representatives. These requirements shall IN also be applicable to each Subcontractor of any tier and included in each Subcontract and purchase order issued with respect to the Work. The Contractor agrees,on behalf of itself and Subcontractors of any tier,that any rights under RCW 42.56 will commence at Final Acceptance,and that the invocation of such rights at any time rir AIA Document A201 TM'--2007. Copyright©1911,1915,1918,1925,1937,1951,1958, 1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 55 Unauthorized reproduction or distribution of this AIAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. rW 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton-25636001.1 (124 514 954 4) by the Contractor or a Subcontractor of any tier,or their respective representatives,shall initiate an equivalent right to disclosures from the Contractor and Subcontractors of any tier for the benefit of the Owner. Failure to fully comply with these requirements shall constitute a material breach of contract and shall constitute a waiver of all Claims by the Contractor and any Subcontractor that does not fully comply. NI ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY §10.1 SAFETY PRECAUTIONS AND PROGRAMS 410.1.1 The Contractor shall be solely responsible for initiating,maintaining and supervising all safety precautions and programs in connection with the performance of the Contract.The Contractor shall have the right to control and shall be solely and completely responsible for conditions of the work site,including safety of all persons and property,during performance of the Work. The Contractor shall maintain the Work site and perform the Work in a manner that meets statutory and common-law requirements for the provision of a safe rrl place to work. This requirement shall apply continuously and not be limited to working hours. Any review by the Owner or the Architect of the Contractor's performance shall not be construed to include a review of the adequacy of the Contractor's safety measures in,on or near the site of the Work. §10.1.2 No action or inaction of the Owner or the Architect relating to safety or property protection or a violation thereof will: (1)relieve the Contractor of sole and complete responsibility for the violation and the correction thereof,or of sole liability for the consequences of said violation;(2)impose any obligation upon the Owner or Architect to inspect or review the Contractor's safety program or precautions or to enforce the Contractor's compliance with the requirements of this Article 10;(3)impose any continuing obligation upon the Owner or Architect to ensure the Contractor performs the Work safely or to provide such notice to the Contractor or any other person or entity;(4)affect the Contractor's sole and complete responsibility for performing the Work safely or the Contractor's responsibility for the safety and welfare of its employees and the employees of Subcontractors of any tier;or(5)affect the Contractor's responsibility for the protection of property,students,staff and the general public. §10.2 SAFETY OF PERSONS AND PROPERTY §10.2.1 The Contractor shall take reasonable precautions for safety of,and shall provide reasonable protection to prevent damage,injury or loss to .1 employees on or involved in the Work and other persons who may be affected thereby; .2 the Work and materials and equipment to be incorporated therein,whether in storage on or off the site,under care,custody or control of the Contractor or the Contractor's Subcontractors or Sub- subcontractors; iril and .3 other property at the site or adjacent thereto,such as trees,shrubs,lawns,walks,pavements, roadways,structures and utilities not designated for removal,relocation or replacement in the course of construction. 811 §10.2.2 The Contractor shall comply with and give notices required by applicable laws,statutes,ordinances, codes,rules and regulations,and lawful orders of public authorities bearing on safety of persons or property or their protection from damage,injury or loss. The Contractor shall comply with all notices and comply with all requests from the Owner regarding the safety and protection of the Owner's students and staff. The Contractor shall comply with the safety regulations set forth in"Safety Standards for Construction"and"General Safety Standards"and any other requirements published by the Washington State Department of Labor and Industries. N` The Contractor shall comply with the Federal Occupational Safety and Health Act of 1970(OSHA),including all revisions,amendments and regulations issued thereunder,and the provisions of the Washington Industrial Safety and Health Act of 1973(WISHA),including all revisions,amendments and regulations issued thereunder by the Washington State Department of Labor and Industries. The WISHA regulations shall apply to all excavation,trenching and ditching operations. In case of conflict between any such requirements,the more stringent applicable regulation or requirement shall apply. rw §10.2.3 The Contractor shall erect and maintain,as required by existing conditions and performance of the Contract,reasonable safeguards for safety and protection,including posting danger signs and other warnings against hazards,promulgating safety regulations and notifying owners and users of adjacent sites and utilities. AIA Document A201""--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 56 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) a The Contractor shall maintain at the work site office or other well known place at the work site all materials (eg.,a first aid kit)necessary for giving first aid to the injured,and shall establish,publish and make known to all employees procedures for ensuring immediate removal to a hospital or a doctor's care,persons, including employees,who may have been injured on the site. Employees shall not be permitted to work on the site before the Contractor has established and made known procedures for removal of injured persons to a hospital or a doctor's care. The Contractor's and/or any Subcontractors shall ensure that at least one of such employees has a valid,effective first aid card. r §10.2.4 When use or storage of explosives or other hazardous materials or equipment or unusual methods are I necessary for execution of the Work and explicitly permitted by the Contract Documents,the Contractor shall exercise utmost care and carry on such activities under supervision of properly qualified personnel. arr §10.2.5 The Contractor shall promptly remedy damage and loss(other than damage or loss insured under property insurance required by the Contract Documents)to property referred to in Sections 10.2.1.2 and air 10.2.1.3 caused in whole or in part by the Contractor,a Subcontractor,a Sub-subcontractor,or anyone directly or indirectly employed by any of them,or by anyone for whose acts they may be liable and for which the Contractor is responsible under Sections 10.2.1.2 and 10.2.1.3,except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirectly employed by either of them,or by anyone a for whose acts either of them may be liable,and not attributable to the fault or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to the Contractor's obligations under Section 3.18. §10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at the site whose duty shall be the prevention of accidents.This person shall be the Contractor's superintendent unless otherwise designated by the Contractor in writing to the Owner and Architect. §10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded so as to cause damage or create an unsafe condition. §10.2.8 At all times until the Owner's occupancy of the Work or a designated portion of the Work,the Contractor shall protect from damage,weather,deterioration,theft,vandalism and malicious mischief all materials,equipment,tools,and other items incorporated or to be incorporated in the Work or designated portion thereof,or consumed or used in the performance of the Work or designated portion thereof, all existing r■ conditions at the Project site,and all Work in process and completed Work or designated portion thereof. The Contractor is responsible for any deductible amounts related to any insurance coverage. rw §10.2.9 Any notice given to the Contractor by the Owner or the Architect of a safety or property protection violation will not:(1)relieve the Contractor of sole and complete responsibility for the violation and the correction thereof,or for sole liability for the consequences of said violation;(2)impose any obligation upon the Owner or Architect to inspect or review the Contractor's safety program or precautions or to enforce the Contractor's compliance with the requirements of this Article 10;or(3)impose any continuing obligation upon the Owner or Architect to provide such notice to the Contractor or any other persons or entity. §10.2.108 INJURY OR DAMAGE TO PERSON OR PROPERTY If the Contractors suffers injury or damage to person or property because of an alleged act or omission of the Owner,or of others for whose acts the Owner may besuelt-part -is legally responsible,written notice of such injury or damage,whether or not insured,shall be given to the Ownerether rr paw within a reasonable time not exceeding twenty-one(21)days after discovery.The notice shall provide sufficient detail to enable the other party to investigate the matter. This Section does not apply to Claims, damages for additional costs or time,acceleration,or delay. a §10.3 HAZARDOUS MATERIALS §10.3.1 The Contractor is responsible for compliance with any requirements included in the Contract Documents regarding hazardous materials.If the Contractor encounters a hazardous material or substance not a AIA Document A201 T"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 57 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. wr 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) �INIA addressed in the Contract Documents and if reasonable precautions will be inadequate to prevent foreseeable rio bodily injury or death to persons resulting from a material or substance,including but not limited to asbestos or polychlorinated biphenyl(PCB)or soil contaminated with petroleum products,encountered on the site by the Contractor,the Contractor shall,upon recognizing the condition,immediately stop Work in the affected area and report the condition to the Owner and Architect in writing. The Contractor shall proceed with the Work in rlr areas not affected. §10.3.2 Upon receipt of the Contractor's written notice,and with the Owner's explicit agreement,the Owner Contractor shall obtain the services of a licensed laboratory to verify the presence or absence of the material or substance reported by the Contractor and,in the event such material or substance is found to be present,to cause it to be rendered harmless. Its abjection-When the material or substance has been rendered harmless,Work in the affected area shall resume upon written agreement of the Owner and Contractor.By Change Order,the Contract Time mayshall be extended appropriately and the Contract Sum mayshall be increased in the amount of the Contractor's demonstrated and reasonable additional costs of shut-down,delay and start-up.which adjustments shall be accomplished as provided in Articles 7. 8 and 15. die §10.3.3 To the fullest extent permitted by law,the Owner shall indemnify and hold harmless the Contractor, Subcontractors,Architect,Architect's consultants and agents and employees of any of them from and against claims,damages,losses and expenses,including but not limited to attorneys' fees,arising out of or resulting ri from performance of the Work in the affected area if in fact the material or substance presents the risk of bodily injury or death as described in Section 10.3.1 and has not been rendered harmless,provided that such claim, damage,loss or expense is attributable to bodily injury,sickness,disease or death,or to injury to or destruction of tangible property(other than the Work itself),except to the extent that such damage,loss or expense is due to the fault or negligence of the party seeking indemnity. §10.3.4 The Owner shall not be responsible under this Section 10.3 for materials or substances the Contractor irr brings to the site unless such materials or substances are required by the Contract Documents.The Owner shall be responsible for materials or substances required by the Contract Documents,except to the extent of the Contractor's fault.misuses or negligence in the use and handling of such materials or substances. The alit Contractor shall store all hazardous materials safely,whether or not required by Contract Documents. The Contractor shall not install hazardous materials,including without limitation asbestos,lead,mercury,or polychlorinated biphenyl(PCB),in the Work. tot §10.3.5 The Contractor shall indemnify the Owner for the cost and expense the Owner incurs(1)for remediation of a material or substance the Contractor brings to the site and negligently handles,or(2)where the Contractor fails to perform its obligations under Section 10.3.1,except to the extent that the cost and expense are due to the Owner's fault or negligence. §10.3.6 If,without fault or negligence on the part of the Contractor,the Contractor is held liable by a government agency for the cost of remediation of a hazardous material or substance solely by reason of mj performing Work as required by the Contract Documents,the Owner shall indemnify the Contractor for all cost and expense thereby incurred. rr AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA. Document is protected by U.S.Copyright Law and International Treaties. 58 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—2563600 1.1 (12 4 514 9 544) sir rl §10.4 EMERGENCIES In an emergency affecting safety of persons or property,the Contractor shall act,at the Contractor's discretion, to prevent threatened damage,injury or loss.Additional compensation or extension of time claimed by the Contractor on account of an emergency shall be determined as provided in Article 15 and Article 7. §10.5 PUBLIC SAFETY AND CONVENIENCE §10.5.1 The Contractor shall conduct its Work so as to ensure the least possible obstruction to vehicular traffic and inconvenience to the general public and the residents in the vicinity of the Work and to ensure the protection of persons,property and natural resources. No road or street shall be closed to the public except with the permission of the Owner and the proper governmental authority. Fire hydrants on or adjacent to the Work shall be accessible to fire fighting equipment at all times. Temporary provisions shall be made by the se Contractor to ensure the use of sidewalks,fire lanes,private and public driveways and proper functioning of gutters, sewer inlets,drainage ditches and culverts,irrigation ditches and natural water courses,if any,on the Work site. ARTICLE 11 INSURANCE AND BONDS §11.1 CONTRACTOR'S LIABILITY INSURANCE §11.1.1 The Contractor shall purchase from and maintain in a company or companies lawfully authorized to do business in the jurisdiction in which the Project is located possessing a Best's policyholder's rating of A-or better and a financial rating of no less than VIII and reasonably acceptable to the Owner,an occurrence-based Commercial General Liability Insurance Policy,which shall provide personal injury,bodily injury and property damage liability on the Contractor's operations,including Subcontractors and suppliers of any tier;owned, non-owned and hired vehicles;on work the Contractor may subcontract or sublet to others;and on the indemnity provisions of this Contract, including but not limited to premises,products/completed operations, personal injury,blanket contractual liability,explosion,collapse or underground(XCU),and stopgap pm employer's liability. This insurance will name the Owner,the Architect,the City of Renton,their consultants and employees,and any required governmental agencies as additional insureds and will include a severability of interest(cross liability clause)for Work performed under this Contract. The Contractor's policy shall be designated primary coverage for both defense and indemnity,and any Owner's policies excess. Such limits of liability insurance shall have per project general aggregate provisions and shall not be less than the following: , ww , .1 Comprehensive General Liability.Bodily Injury and Property Damage Liability,including Premise and Operations,Independent Contractors,Protective Liability,Completed Operations and ins Products,Contractual,Combined Single Limit of at least$1,000,000 per occurrence,with a per- project aggregate limit of at least$2,000,000;andGlaims-ousler-wer-kers-LeempensatienTElisability rill .2 Comprehensive Automobile Liability,Bodily Injury and Property Damage Combined Single Limit of at least$1,000,000;and .3 In addition,the Contractor shall maintain a true umbrella policy which provides excess limits over the primary layer,in an amount not less than$5,000,000. ; rr ins ; Section 3 i Q nvvcxvTrsr� AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 59 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. ir1 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (12 4 514 9 54 4) §11.1.2 The insurance required by Section 11.1.1 shall be written for not less than limits of liability specified in the Contract Documents or required by law,whichever coverage is greater.Coverages,• ter shall be written on an occurrence owe-basis,shall be maintained without interruption from the date of commencement of the Work until the date of final-payment-Final Acceptance and termination of any coverage required to be maintained after final payment. Completed operations coverage shall remain in force for three lift (3)years after Final Acceptance. The insurance described above shall include coverage for underground, collapse and explosion exposures. In addition,the Contractor shall purchase and maintain insurance for claims under workers' compensation(industrial insurance),disability benefit and other similar employee benefit acts di in the State statutory amount and Stop Gap Liability Insurance(Employer's Contingent Liability Insurance) with coverage of at least$1,000,000 each occurrence/each accident.Tandiwith-r-estaeet-te-the-Gentfaetefls All policies 111 and certificates must be signed copies and shall contain a provision that written notice by certified mail must be provided to the Owner and Architect at least forty-five(45)days before the policies expire or are cancelled or any coverages afforded under the policies are reduced,limits decreased,or the additional insureds removed. The Contractor shall furnish to the Owner and Architect copies of any subsequently issued endorsements amending,modifying,altering or restricting coverage or limits. 411.1.3 PROOF OF INSURANCE am §11.1.3.1 Before commencement of the Work,including presence on the site,and before any exposure to loss can occur,and,in any event,within ten(10)days after execution of the Contract,the Contractor shall furnish the Owner with four copies of Certificates of Insurance on AIA Document G705 or ACORD Certificate of Liability Insurance as evidence of all insurance required by the Contract Documents. If the Agreement is executed,no Progress Payment will be due until all such Certificates are furnished. All policies and certificates must be signed copies and shall contain a provision that coverages afforded under the policies cannot be materially altered(i.e.the coverages reduced,the limits decreased or the additional insured removed)allowed mit to expire,or cancelled without first giving forty-five(45)days prior written notice by certified mail to the Owner and Architect. The Contractor shall furnish to the Owner and Architect copies of any subsequently issued endorsements amending,modifying,altering or restricting coverage limits. Furthermore,such policies or certificates shall contain a clause verifying that the policy contains coverage for blanket contractual liability including both oral and written contracts and that liability coverages include protection for underground, collapse and explosion and that the indemnification provisions of Section 3.18 are acknowledged_Cortificatcr iis the-Owner,An additional certificate evidencing continuation of liability coverage,including coverage for completed operations,shall be submitted with the final Application for Payment as required by Section 9.10.2 and thereafter upon renewal or replacement of such coverage until the expiration of the time required by Section 11.1.2.Information concerning reduction of coverage on account of revised limits or claims paid under rlr� the General Aggregate,or both,shall be furnished by the Contractor with reasonable promptness. §11.1.3.2 The Owner's specification or approval of the insurance in this Contract or of its coverage or amount shall not relieve or decrease the liability of the Contractor under the Contract Documents or otherwise. ' Coverages are the minimum to be provided and are not limitations of liability under the Contract, indemnification,or applicable law provisions. The Contractor may,at its expense,purchase larger coverage amounts. Notwithstanding anything herein to the contrary,the Contractor shall provide all bonding, insurance, and permit documentation as required by governmental entities for all portions of the Project. §11.1.4 The Contractor shall ensure and require that Subcontractors of any tier have insurance coverage to cover bodily injury and property damage on all operations in the minimum amount of$1,000,000 per silt occurrence with a$2,000,000 aggregate limit,and that all vehicles owned or operated by Subcontractors of all tiers have insurance coverage to cover bodily injury and property damage in the minimum amount of AIA Document A201 T'"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 60 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9 544) $1,000,000 per occurrence. Also,the Subcontractors shall name the Contractor and the Owner and cause the commercial liability coverage required by the Contract Documents to include(1)the Owner,the City of Renton,the Architect and the Architect's Consultants as additional insureds for claims caused in whole or in part by the Contractor's negligent acts or omissions during the Contractor's operations;and(2)the Owner and ri. the City of Renton as ati-additional insureds for claims caused in whole or in part by the Contractor's negligent acts or omissions during the Contractor's completed operations,giving at least forty-five(45)days' notice of cancellation. §11.1.5 If the Owner is damaged by the failure of the Contractor to maintain any of the insurance in this Article 11 or to so notify the Owner,then the Contractor shall bear all costs attributable thereto. The Owner may withhold payment pending receipt of all certificates of insurance. Failure to withhold payment shall not 'm constitute a waiver. §11.2 OWNER'S LIABILITY INSURANCE The Owner shall be responsible for purchasing and maintaining the Owner's usual liability insurance. §11.3 PROPERTY INSURANCE §11.3.1 , The ContractorOwner shall purchase and maintain until Final Acceptance, dill in a company or companies lawfully authorized and admitted to do business in the jurisdiction in which the Project is located,property insurance written on a builder's risk"all-risk"or equivalent policy form to cover the course of construction in the amount of the full insurable value thereof less costs of clearing,preparation Ile and excavation of the site under this Agreement' , Such property insurance shall be maintained,unless otherwise provided in the Contract Documents or otherwise agreed in writing by all persons NO and entities who are beneficiaries of such insurance,until final payment has been made as provided in Section 9.10 or until no person or entity other than the Owner has an insurable interest in the property required by this Section 11.3 to be covered,whichever is later.This insurance shall include interests of the Owner,the Contractor, Subcontractors and Sub-subcontractors in the Project.This insurance shall insure against the perils of fire and extended coverage and physical loss or damage,including earthquake and flood,and shall provide "all risk"coverage for the interests of the Owner,the Contractor and Subcontractors as named insureds,as their respective interests appear. Upon written request,the Contractor will provide a copy of its policy to the Owner. Each loss may be subject to a deductible of not more than$10,000,except that the deductible for earthquake and flood losses shall be no greater than 5%of the loss or$100,000,whichever is more. Losses up to the deductible amount or otherwise not covered by insurance shall be the responsibility of the Contractor. This insurance shall include as named insureds and as loss payees the Owner,the Contractor and Subcontractors of any tier,as their respective interests appear. The policy shall be endorsed to allow complete or partial occupancy by the Owner before or after Substantial Completion without the insurer's approval. All tools and equipment of the Contractor and Subcontractors of any tier not intended as part of the construction or installation of the Work will be the sole responsibility of the Contractor. §11.3.1.1 Property insurance shall be on an"all-risk"or equivalent policy form and shall include,without limitation,insurance against the perils of fire(with extended coverage)and physical loss or damage including, "m without duplication of coverage,theft,vandalism,malicious mischief,collapse,earthquake,flood,windstorm, falsework,testing and startup,temporary buildings and debris removal including demolition occasioned by enforcement of any applicable legal requirements,and shall cover reasonable compensation for Architect's and rrt Contractor's services and expenses required as a result of such insured loss. rtr ' AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976, 1987, 1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AlA©Document is protected by U.S.Copyright Law and International Treaties. 61 Unauthorized reproduction or distribution of this AlAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. +wli 7113328287_1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) lilt Ith , , OW ' rr dew §11.3.1.4 This property insurance shall cover portions of the Work stored off the site,and also portions of the IWork in transit. All tools and equipment of the Contractor and Subcontractors of any tier not intended as part of the construction or installation of the Work will be the sole responsibility of the Contractor. NO mu NI NI , in the d tt n , anNi , , , Ili rr�. tw i a h .,a xi No mu Rill §11.3.6 Before an exposure to loss may occur,the ContractorOwner shall file with the OwnerCentr-aster a copy me of each policy that includes insurance coverages required by this Section 11.3.Each policy shall contain all generally applicable conditions,definitions,exclusions and endorsements related to this Project.Each policy shall contain a provision that the policy will not be canceled or allowed to expire,and that its limits will not be I reduced,until at least 30 days'prior written notice has been given to the OwnerCentraeter. us §11.3.7 WAIVERS OF SUBROGATION The Owner and Contractor waive all rights against(1)each other and any of their subcontractors,sub- SO subcontractors,agents and employees,each of the other,and(2)the Architect,Architect's consultants,separate contractors described in Article 6,if any,and any of their subcontractors,sub-subcontractors,agents and employees,for damages caused by fire or other causes of loss to the extent covered by property insurance obtained pursuant to this Section 11.3 or other property insurance applicable to the Work,except such rights as "w they have to proceeds of such insurance held by the Owner as fiduciary.The Owner does not waive the subrogation rights to the extent of its property insurance on structures or portions of structures that do not comprise the Work. The Owner or Contractor,as appropriate,shall require of the Architect,Architect's NO AIA Document A201 M--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA Document is protected by U.S.Copyright Law and International Treaties. 62 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. D User Notes:Renton—25636001.1 (1245149544) consultants,separate contractors described in Article 6,if any,and the subcontractors,sub-subcontractors, agents and employees of any of them,by appropriate agreements,written where legally required for validity, similar waivers each in favor of other parties enumerated herein.The policies shall provide such waivers of subrogation by endorsement or otherwise.A waiver of subrogation shall be effective as to a person or entity even though that person or entity would otherwise have a duty of indemnification,contractual or otherwise,did not pay the insurance premium directly or indirectly,and whether or not the person or entity had an insurable interest in the property damaged. §11.3.8 Adjustment. Upon the occurrence of aA loss insured under the Owner-Is-property insurance,shall-be adjusted the Owner shall participate in and approve the adjustment and settlement of any loss with the insurers .The Contractor shall pay Subcontractors their just shares of insurance proceeds received by the Contractor,and by appropriate agreements,written where legally required for validity,shall require Subcontractors to make payments to their rrni Sub-subcontractors in similar manner. r�I rr „tifteation of to Change ,,: the W„ _ a itt, Art• t 7 a aim t1i1 §11.4 PERFORMANCE BOND AND PAYMENT BOND §11.4.1 The Contractor shall secure and furnish as apart of the Contract Sum bonds from a surety company acceptable to the Owner,admitted and licensed in the State of Washington,possessing an A.M.Best rating of "A minus"or better and a financial rating of no less than"VIII,"covering faithful performance of the Contract and payment of obligations arising under the Contract Documents,each in the full amount of the Contract Sum plus sales tax,pursuant to RCW 39.08,"Contractor's Bond." Within ten(10)days after the Owner's issuance +sr of the Notice of Intent to Award the Contract,the Contractor shall deliver evidence of its bondability to the Owner. Within ten(10)days after executing the Contract,the Contractor shall deliver two copies of the bonds to the Owner and one copy to the Architect. THE OWNER MAY DECLINE TO ENTER INTO THE err CONTRACT IF THE REQUESTED EVIDENCE OF BONDABILITY IS NOT RECEIVED. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK UNTIL SUCH SURETY BONDS ARE RECEIVED. Evidence of bondability shall include the percentage to be paid by the Contractor for increases in the Contract Sum. The Contract Time shall be reduced by one(1)day for each day after ten(10)days that the surety bonds are not received by the Owner. The Contractor shall be responsible for any delay in the Contract Time because of failure to submit acceptable bonds. The-Owner-shttll-have-the-right-te-r-equir-e-the-C-entr-aetef of the Contact JIM AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The In"- American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 63 Unauthorized reproduction or distribution of this AlA Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. ■w 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:—Renton—25636001.1 (1245149544) r MI §11.4.2 Upon the request of any person or entity appearing to be a potential beneficiary of bonds covering ill payment of obligations arising under the Contract,the Contractor shall promptly furnish a copy of the bonds or shall authorize a copy to be furnished. §11.5 If the Owner is damaged by the failure of the Contractor to maintain any of the bonds or insurance in this MI Article 11 or to so notify the Owner,then the Contractor shall bear all costs attributable thereto. The Owner may withhold payment pending receipt of all certificates of insurance and bonds. Failure to withhold payment shall not constitute a waiver. vs ARTICLE 12 UNCOVERING AND CORRECTION OF WORK §12.1 UNCOVERING OF WORK §12.1.1 If a portion of the Work is covered contrary to the Architect's or the Owner's request or to ru requirements of a governmental authority or as otherwise specifically expressed in the Contract Documents,it must,if requested in writing by the Architect,Owner or governmental authority,be uncovered for the Achiteet-'orequesting party's examination and be replaced at the Contractor's expense without change in the iml Contract Time or Contract Sum. §12.1.2 If a portion of the Work has been covered that the Architect,Owner or governmental authority has not specifically requested to examine prior to its being covered and for which the Contract Documents did not Iru require inspection,the Architect,Owner or governmental authority may request to see such Work and it shall be uncovered by the Contractor.If such Work is in accordance with the Contract Documents,costs of uncovering and replacement shall,by appropriate Change Order,be at the Owner's expense.If such Work ismu not in accordance with the Contract Documents,such costs and the cost of correction shall be at the Contractor's expense unless the condition was caused by the Owner or a separate contractor employed by the Owner,and in that event the Owner or the separate contractor' hich event``a Owner shall be responsible for payment of such costs. m` §12.2 CORRECTION OF WORK §12.2.1 BEFORE OR AFTER SUBSTANTIAL-FINAL COMPLETION US The Contractor shall promptly correct Work rejected by the Architect or Owner or failing to conform to the requirements of the Contract Documents,whether discovered before or after Substantial-Final Completion and whether or not fabricated,installed or completed.Costs of correcting such rejected Work,including additional testing and inspections,the cost of uncovering and replacement,and compensation for the Architect and Nib Owner's consultant's services and expenses made necessary thereby,shall be at the Contractor's expense. §12.2.2 AFTER SAL FINAL COMPLETION §12.2.2.1 In addition to the Contractor's obligations under Section 3.5,if,within one(1)year after the later of S` the date of Final Completion of the Work or designated portion thereof or after the date for commencement of warranties established under Section 9.9.1the Contract Documents,or by terms of an applicable special warranty required by the Contract Documents,any of the Work is found to be not in „ i accordance with the requirements of the Contract Documents,the Contractor shall correct it according to the requirements of this Section 12.2.2 with no change in the Contract Sum promptly after receipt of written notice from the Owner to do so unless the Owner has previously given the Contractor a written acceptance of such condition.--The--Owner--shall-give-stiebnetiee-premptly-after-Eliseeverfref-the-eenclitien,Dur-ing-the-ene-yeaf Nil irri aeeer-a ith c ction 2.^. If the Contractor does not promptly in accordance with the provisions of this Section 12.2.2 initiate work to correct the Work designated in the notice,the Owner may proceed to correct the Work,the Owner may without further notice dispose of materials and equipment as it sees fit,and the see Contractor will be liable for all associated costs. This obligation shall survive acceptance of the Work under the Contract and termination of the Contract, is in addition to other warranties provided by contract or law,and does not establish a time limit for damages. MN AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.copyright Law and International Treaties. 64 Unauthorized reproduction or distribution of this AlA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. Mai User Notes:Renton—25636001.1 (12 4 514 9 544) MI rw .1 If,in the Owner's opinion,the nonconforming Work either prevents the use of a portion of the facility and/or immediate response is required to prevent further damage or to restore security to prevent external entrance,and/or is a safety hazard(e.g.,break in the waterline,sprinkler system failure,failure of the heating system,inability to close or lock exterior door,etc.),the Contractor shall initiate corrective work on site the same day if the Contractor is notified prior to noon,or by noon the following day if notified after noon,and shall complete corrective action within 48 hours. ®rr .2 If,in the Owner's opinion,the nonconforming Work has the potential of becoming a safety hazard,of affecting internal security,or of limiting the use of the facility(e.g.,potential loss of heat in a single classroom,failure of one or more plumbing fixtures,loose carpet seam in corridor, interior door lock not working,etc.),the Contractor shall initiate corrective work on site within two(2)working days and shall complete corrective action within five(5)working days. .3 If,in the Owner's opinion,the nonconforming Work does not have an impact on the use of the building,but must be fixed,(e.g.,interior door closer broken,window cracked,wall covering NIS seam coming loose,etc.),the Contractor shall initiate corrective work on site within fourteen(14) days and shall complete corrective action within twenty-eight(28)days. §12.2.2.2 The Contractor's obligation to complete and correct th Work shall Nils be extended with respect to portions of Work first performed after Final Completion by the period of time between Final Completion and the actual completion of that portion of the Work. §12.2.2.3 The Contractor's obligation to complete and correct th Work shall net-be extended by corrective Work performed by the Contractor pursuant to this Section 12.2. §12.2.3 The Contractor shall remove from the site portions of the Work that are not in accordance with the requirements of the Contract Documents and are neither corrected by the Contractor nor accepted by the Owner. §12.2.4 The Contractor shall bear the cost of correcting destroyed or damaged construction,whether completed or partially completed,of the Owner or separate contractors caused by the Contractor's correction or removal of Work that is not in accordance with the requirements of the Contract Documents. §12.2.5 Nothing contained in this Section 12.2 shall be construed to establish a period of limitation with respect to other obligations the Contractor has under the Contract Documents.Establishment of the one-year period for correction of Work as described in Section 12.2.2 relates only to the specific obligation of the Contractor to correct the Work,and has no relationship to the time within which the obligation to comply with the Contract Documents may be sought to be enforced,nor to the time within which proceedings may be commenced to establish the Contractor's liability with respect to the Contractor's obligations other than specifically to correct the Work. �rlr §12.3 ACCEPTANCE OF NONCONFORMING WORK If the Owner prefers to accept Work that is not in accordance with the requirements of the Contract Documents, the Owner may do so instead of requiring its removal and correction,in which case the Contract Sum will be reduced by the greater of the(1)cost of correction or(2)diminution of value of the Work that is not in accordance with the requirements of the Contract Documents . Such adjustment shall be effected whether or not final payment has been made. irll ARTICLE 13 MISCELLANEOUS PROVISIONS §13.1 GOVERNING LAW The Contract shall be governed by the internal law of the place where the Project is located,without regard to "rs its choice-of-law provisions .v�vi u�avaa,�iiv i vuva ui!Z , AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 65 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. Y1111 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) o�lt OW §13.2 SUCCESSORS AND ASSIGNS SO §13.2.1 The Owner and Contractor respectively bind themselves,their partners,successors,assigns and legal representatives to the other party hereto and to partners,successors,assigns and legal representatives of such other party in respect to covenants,agreements and obligations contained in the Contract Documents.Except as provided in Section 13.2.2,neither party to the Contract shall assign the Contract as a whole without written MI consent of the other. If either party attempts to make such an assignment without such consent,that party shall nevertheless remain legally responsible for all obligations under the Contract. Ili §13.2.2 The Owner may,without consent of the Contractor,assign the Contract to a lender providing construction financing for the Project,if the lender assumes the Owner's rights and obligations under the Contract Documents.The Contractor shall execute all consents reasonably required to facilitate such assignment. Ili §13.2.3 If a majority of the ownership or the control of Contractor is acquired by a third party,and such acquisition reasonably imperils performance or creates a conflict of interest that the Owner,in its sole cirri discretion,cannot reasonably reconcile,then the Owner may terminate this Contract at any time pursuant to Section 14.2,except that the Owner shall give the Contractor thirty(30)days written notice of termination and the opportunity for the Contractor to cure prior to termination. nal §13.3 WRITTEN NOTICE Written notice shall be deemed to have been duly served if delivered in person to the individual,to a-the designated representative as identified in the A101 Agreemen ,or to an officer of NS the corporation for which it was intended;or if delivered at,or sent by registered or certified mail or by courier service providing proof of delivery to,the last business address known to the party giving notice. The date of written notice shall be the earlier of the date of personal delivery,actual receipt by fax,or three(3)calendar days after the date of postmark. ma §13.4 RIGHTS AND REMEDIES §13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies available lei thereunder shall be in addition to and not a limitation of duties,obligations,rights and remedies otherwise imposed or available by law. The Contractor's sole remedy for claims,disputes and other matters in question of the Contractor,direct or indirect,arising out of,or relating to,the Contract Documents or breach thereof, except claims that have been waived under the terms of the Contract Documents,however,is the dispute Oil resolution procedure of Article 15. §13.4.2 No action or failure to act by the Owner,Architect or Contractor shall constitute a waiver of a right or eii duty afforded them under the Contract,nor shall such action or failure to act constitute approval of or acquiescence in a breach there under,except as may be specifically agreed in writing. §13.4.3 If any portion of this Contract is held to be void or unenforceable,the remainder of the Contract shall au be enforceable without such portion. §13.5 TESTS AND INSPECTIONS §13.5.1 Tests,inspections and approvals of portions of the Work shall be made at an appropriate time as IIIIi required by the Contract Documents and by applicable laws,statutes,ordinances,codes,rules and regulations or lawful orders of public authorities having jurisdiction shall be made at an appropriate time.Unless otherwise provided,the Contractor shall make arrangements for such tests,inspections and approvals with an independent lei testing laboratory or entity acceptable to or provided by the Owner,or with the appropriate public authority, and the Owner shall bear all related costs of necessary tests, inspections and approvals,except that the Contractor will be responsible for any costs of retesting and any extra costs caused by the Contractor.The Contractor shall give the Architect and Owner timely notice of when and where tests and inspections are to be am made so that the Architect and Owner may be present for such procedures.The independent testing agency shall prepare the test reports,logs and certificates applicable to the specific inspections and tests and promptly and simultaneously deliver the specified number of conies of them to the designated parties. The Owner shall ill AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963, 1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 66 Unauthorized reproduction or distribution of this AlA®Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 71133282871 which expires on 04/26/2013,and is not for resale. Ili User Notes:—Renton—25636001.1 (12 4 514 9 54 4) MO rir arr bear costs of(1)tests, inspections or approvals that do not become requirements until after bids are received or negotiations concluded,and(2)tests,inspections or approvals where building codes or applicable laws or regulations prohibit the Owner from delegating their cost to the Contractor. §13.5.2 If the Architect,Owner or public authorities having jurisdiction determine that portions of the Work require additional testing,inspection or approval not included under Section 13.5.1,the Architect will,upon written authorization from the Owner, instruct the Contractor to make arrangements for such additional testing, inspection or approval by an entity acceptable to the Owner,and the Contractor shall give timely notice to the Architect of when and where tests and inspections are to be made so that the Architect may be present for such procedures. Such costs,except as provided in Section 13.5.3,shall be at the Owner's expense. §13.5.3 If such procedures for testing, inspection or approval under Sections 13.5.1 and 13.5.2 reveal failure of the portions of the Work to comply with requirements established by the Contract Documents,all costs made necessary by such failure including those of repeated procedures and compensation for the Architect's services rrt and expenses shall be at the Contractor's expense. §13.5.4 Required certificates of testing,inspection or approval shall, unless otherwise required by the Contract Documents,be secured by the Contractor and promptly delivered to the Owner and the Architect. §13.5.5 If the Architect is to observe tests,inspections or approvals required by the Contract Documents,the Architect will do so promptly and,where practicable,at the normal place of testing. min §13.5.6 Tests or inspections conducted pursuant to the Contract Documents shall be made promptly to avoid unreasonable delay in the Work. The Contractor shall provide the Owner and Architect forty-eight(48)hours' notice prior to all tests and inspections. §13.5.7 If the Owner is responsible under the Contract Documents,law or regulation to pay only for an inspection of any inspector,consultant or Architect,the Owner shall be required to pay only for the first actual inspection. If the Contractor arranges for an inspection and an extra cost is incurred because the inspector is required to wait,to leave without inspecting,to perform a partial inspection,to return to complete or reinspect, or otherwise to expend time other than for the primary inspection,the Contractor shall be responsible for all such costs to the extent caused by the Contractor. If the Contractor does not pay the charges for which it is responsible within sixty(60)days of billing,the Owner has the option to pay the charges directly and backcharge the Contractor on the next progress payment for the amount paid plus a 10%handling fee. §13.5.8 No acceptance by the Owner of any Work shall be construed to result from any inspections,tests or failures to inspect or test by the Owner,the Owner's representatives,the Architect or any other person. No inspection,test,failure to inspect or test,or failure to discover any defect or nonconformity by the Owner,the Owner's representatives,the Architect or any other person shall relieve the Contractor of its responsibility for am meeting the requirements of the Contract Documents or impair the Owner's right to reject defective or nonconforming items or right to avail itself of any other remedy to which the Owner may be entitled, notwithstanding the Owner's knowledge of the defect or nonconformity,its substantiality or the ease of its discovery. Entities performing inspections and/or testing do not have the authority to direct the Contractor's means and methods and are not agents or representatives of the Owner or Architect. Inspections which meet the requirements of code shall not override the requirements of the Contract Documents,which may be more stringent. rvr §13.6 INTEREST Payments due and unpaid under the Contract Documents shall bear interest as specified by RCW 39.76,not to exceed the Bank of America prime rate plus 2% the Project is located. Init. AIA Document A20171"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 67 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) i1W tioomor to §13.7 TIME LIMITS ON CLAIMS The Owner and Contractor shall commence all claims and causes of action,whether in contract,tort,breach of warranty or otherwise,against the other arising out of or related to the Contract in accordance with the requirements of the final dispute resolution method selected in the Agreement,and within the shorter of the time period specified by applicable laws and the time limits identified in this Agreement.but-in-afy ease-net a The Owner and Contractor waive all claims and causes of action not commenced in accordance with this Section 13.7. rrt §13.8 STATUTES AND OTHER REQUIREMENTS The Contractor shall abide by the provisions of all applicable Washington statutes and regulations. Although a number of statutes are referenced in the Contract Documents,these references are not meant to be a complete list and should not be relied upon as such. 413.8.1 Contractor Registration and Related Requirements. Pursuant to RCW 39.06,"Registration, Licensing of Contractors,"the Contractor shall be registered and licensed as required by the laws of the State of Washington,including but not limited to RCW 18.27,"Registration of Contractors." The Contractor shall also have a current state unified business identifier number;have industrial insurance coverage for the Contractor's employees working in Washington as required in Title 51 RCW;have an employment security department number as required in Title 50 RCW;have a state excise tax registration number as required in Title 82 RCW, INS and;not be disqualified from bidding on any public works contract under RCW 39.06.010(unregistered or unlicensed contractors)or RCW 39.12.065(3)(prevailing wage violations). rri 413.8.2 Law against Discrimination. The Contractor shall comply with pertinent statutory provisions relating to public works of RCW 49.60,"Discrimination." 413.8.3 Provisions for Aged and Handicapped Persons. Contractor shall comply with pertinent statutory provisions relating to public works of RCW 70.92,"Provisions in Buildings for Aged and Handicapped Persons,"and the Americans with Disabilities Act. 413.8.4 Safety Standards. The Contractor shall comply with pertinent provisions of RCW 49.17, "Washington Industrial Safety and Health Act."and Chapter 296-155 WAC,"Safety Standards for Construction Work." 413.8.5 Unemployment Compensation. Pursuant to RCW 50.24,"Contributions by Employers,"in general and RCW 50.24.130 in particular,the Contractor shall pay contributions for wages for personal services performed under this Contract or arrange for a bond acceptable to the commissioner. §13.8.6 Drug-Free Workplace. The Contractor and all Subcontractors of any tier shall fully comply with all applicable federal,state,and local laws and regulations regarding drug-free workplace,including the Drug-Free Workplace Act of 1988. Any person not fit for duty for any reason,including the use of alcohol,controlled rr substances,or drugs,shall immediately be removed from the Work. 413.8.7 Tobacco-Free Environment. Pursuant to RCW 28A.210.310,smoking or use of any kind of lighted pipe,cigar,cigarette or any other lighted smoking equipment,material or smokeless tobacco products is prohibited on all school district property. 413.8.8 Asbestos Removal. To the extent this Project involves asbestos removal,the Contractor shall comply rWl with Chapter 49.26 RCW,"Health and Safety--Asbestos."and any provisions of the Washington Administrative Code promulgated thereunder,and the applicable section of the Specifications should be viewed for possible insurance required for the applicable Subcontractor. or rt Init. AIA Document A201 T'"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 68 Unauthorized reproduction or distribution of this AlA'Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law,This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. 11111 User Notes:Renton—25636001.1 (124 514 9 544) die esi ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT §14.1 TERMINATION BY THE CONTRACTOR §14.1.1 The Except as provided by RCW 60.28.080,the Contractor may terminate the Contract if the Work is stopped for a period of 3sixty(60)consecutive days through no act or fault of the Contractor or a ail Subcontractor,Sub-subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor,for any of the following reasons: .1 Issuance of an order of a court or other public authority having jurisdiction that requires all Work Ai to be stopped; .2 An act of government,such as a declaration of national emergency that requires all Work to be stopped; .3 Because the Architect has not issued a Certificate for Payment and has not notified the Contractor Alll of the reason for withholding certification as provided in Section 9.4.1,or because the Owner has improperly not made payment on a Certificate for Payment within the time stated in the Contract Documents;or as .4 The Owner has failed to furnish to the Contractor promptly,upon the Contractor's request, reasonable evidence as required by Section 2.2.1. §14.1.2 The Contractor may terminate the Contract if,through no act or fault of the Contractor or a A' Subcontractor,Sub-subcontractor or their agents or employees or any other persons or entities performing portions of the Work under direct or indirect contract with the Contractor,repeated suspensions,delays or interruptions of the entire Work by the Owner as described in Section 14.3 constitute in the aggregate more or than 100 percent of the total number of days scheduled for completion,or 120 days in any 365-day period, whichever is less. §14.1.3 If one of the reasons described in Section 14.1.1 or 14.1.2 exists,the Contractor may,upon seven CD 'liik days'written notice to the Owner and Architect(during which period the Owner has the opportunity to cure), terminate the Contract and recover from the Owner payment for Work properly executed,including reasonable overhead and profit on Work executed,costs incurred by reason of such termination,and damages.The total recovery of the Contractor shall not exceed the unpaid balance of the Contract Sum. kill §14.1.4 If the Work is stopped for a period of sixty(60)consecutive days through no act or fault of the Contractor or a Subcontractor or their agents or employees or any other persons performing portions of the Work under contract with the Contractor because the Owner has repeatedly failed to fulfill the Owner's obligations under the Contract Documents with respect to matters important to the progress of the Work,the Contractor may,upon seven(7)additional days'written notice to the Owner and the Architect,(during which period the Owner shall have the opportunity to cure),terminate the Contract and recover from the Owner as its provided in Section 14.1.3. The total recovery of the Contractor shall not exceed the unpaid balance of the Contract Sum. iiii §14.2 TERMINATION BY THE OWNER FOR CAUSE §14.2.1 The Owner may,upon seven(7)days'written notice to the Contractor,terminate(without prejudice to any right or remedy of the Owner)the whole or any portion of the Work or the Contract for cause if the Contractor: iiiiii .1 repeatedly refuses or fails to supply enough properly skilled workers or proper materials; .2 fails to make prompt payment to Subcontractors for materials or labor in accordance with the respective agreements between the Contractor and the Subcontractors; ma .3 fails to comply with applicable laws,statutes,ordinances,codes,rules and regulations,or lawful orders of a public authority having jurisdiction;or .4 fails to prosecute the Work or any portion thereof with sufficient diligence to ensure the Substantial Completion of the Work within the Contract Time;or sis .5 is adjudged bankrupt,makes a general assignment for the benefit of its creditors,or if a receiver is appointed on account of its insolvency;or mil AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 69 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be 1 prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. MI 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) w .6 fails to comply with the provisions of RCW 28A.400.330 by permitting a worker on the Project to having contact with children who has been convicted of or pled guilty to a felony crime involving children as described in Section 3.4.3;or .7 otherwise is guilty of a material or substantial breach of or default under a provision of the Contract Documents. um §14.2.2 When any of the above reasons exist,the Owner, + is to + .ter may without prejudice to any other rights or remedies of the im Owner and after giving the Contractor and the Contractor's surety,if any,seven(7)days'written notice, terminate employment of the Contractor on all or a portion of the Work and may, subject to any prior rights of the surety: .1 Exclude the Contractor from the site and take possession of all materials,equipment,tools,and im construction equipment and machinery thereon owned by the Contractor; .2 Accept assignment of subcontracts pursuant to Section 5.4;and .3 Finish the Work by whatever reasonable method the Owner may deem expedient.Upon written iiii request of the Contractor,the Owner shall furnish to the Contractor a detailed accounting of the 1 costs incurred by the Owner in finishing the Work;and .4 Take or direct any or all of the actions in Section 14.5.1. op §14.2.3 When the Owner terminates the Contract for one of the reasons stated in Section 14.2.1,the Contractor shall not be entitled to receive further payment until the Work is finished. iii §14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work,including compensation for the Architect's services and expenses made necessary thereby,and other damages incurred by the Owner and not expressly waived,such excess shall be paid to the Contractor.If such costs and damages exceed the unpaid balance,the Contractor shall pay the difference to the Owner.The amount to be paid to the Contractor as or Owner,as the case may be,shall > urvive termination of the Contract. si §14.2.5 If the Owner terminates a portion of the Work,the Contractor shall continue the performance of the remainder of the Work in accordance with the Contract Documents to the extent not terminated. 414.2.6 If.after the Contractor has been terminated pursuant to this Section 14.2 or otherwise for cause,it is NM determined that none of the circumstances set forth in Section 14.2.1 exists,then such termination shall be considered a termination for convenience pursuant to Section 14.4. §14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE lib §14.3.1 The Owner may,without cause,order the Contractor in writing to suspend,delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. iiiiii I §14.3.2 The Contract Sum and Contract Time shall be adjusted for Mar-eases-changes in the cost and time caused by suspension,delay or interruption as described in Section 14.3.1.Adjustment of the Contract Sum I shall be consistent with the terms of the Contract Documentsinelude-preft.No adjustment shall be made to the extent Nil .1 that performance is,was or would have been so suspended,delayed or interrupted by another cause for which the Contractor is responsible;or .2 that an equitable adjustment is made or denied under another provision of the Contract. OM §14.4 TERMINATION BY THE OWNER FOR CONVENIENCE §14.4.1 The Owner may,at any time,terminate(without prejudice to any right or remedy of the Owner)the whole or any portion of the Contract for the Owner's convenience and without cause. oil IA AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 70 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be I prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. Sig User Notes:Renton—25636001.1 (1245149544) r §14.4.2 Upon receipt of written notice from the Owner of such termination for the Owner's convenience,the Contractor shall .1 cease operations as directed by the Owner in the notice; .2 take actions necessary,or that the Owner may direct,for the protection and preservation of the to Work;and .3 except for Work directed to be performed prior to the effective date of termination stated in the notice,terminate all existing subcontracts and purchase orders and enter into no further err subcontracts and purchase orders. §14.4.3 In case of such termination for the Owner's convenience,the Contractor shall be entitled to receive payment consistent with the Contract Documents for Work properly executed,and costs necessarily incurred to by reason of such termination(such as the cost of settling and paying claims arising out of the termination of Work under subcontracts or orders),along with reasonable overhead of two percent(2%)of the Contract Sum divided by the number of months comprising the original Contract Time and profit on the Work not executed,. not to exceed one percent(1%)of the Cost of the Work not performed. The total sum to be paid to the Contractor under this Section 14.4 shall not exceed the Contract Sum as reduced by the amount of payments otherwise made,by the larger of(1)the actual value or(2)the scheduled value of Work not terminated,and as otherwise permitted by this Contract. The amounts payable to the Contractor shall exclude the fair value of property which is destroyed,lost,stolen or damaged so as to become undeliverable to the Owner or to a buyer pursuant to Sections 14.5.1.6 or 14.5.1.7. §14.5 EFFECTS OF TERMINATION BY OWNER §14.5.1 Unless the Owner directs otherwise,after receipt of a Notice of Termination from the Owner pursuant to Section 14.2 or 14.4,the Contractor shall promptly: .1 stop Work under the Contract on the date and as specified in the Notice of Termination; .2 place no further orders or subcontracts for materials,equipment,services or facilities,except as may be necessary for completion of any portion of the Work that is not terminated; .3 procure cancellation of all orders and subcontracts,upon terms acceptable to the Owner,to the extent that they relate to the performance of Work terminated; .4 assign to the Owner all of the right,title and interest of the Contractor under all orders and subcontracts.as directed by the Owner,in which case the Owner shall have the right, in its discretion,to settle or pay any or all claims arising out of the termination of such orders and subcontracts; .5 with the Owner's approval,settle all outstanding liabilities and all claims arising out of such termination of orders and subcontracts not assigned to the Owner; .6 transfer title and deliver to the entity or entities designated by the Owner the fabricated or unfabricated parts,Work in process,partially completed supplies and equipment,materials,parts, tools,dies,jigs and other fixtures,completed Work,supplies and other material produced as part of,or acquired in connection with the performance of,the Work terminated,and the completed or partially completed plans.drawings, information and other property related to the Work; .7 use its best efforts to sell any property of the types referred to in Section 14.5.1.6. The Contractor shall not be required to extend credit to any buyer,and may acquire any such property under the conditions prescribed by and at a price or prices approved by the Owner,and the proceeds of any such transfer or disposition may be applied in reduction of any payments to be made by the Owner to the Contractor; .8 take such action as may be necessary or as directed by the Owner to preserve and protect the to Work and property related to this Project in the possession of the Contractor in which the Owner has an interest:and .9 continue performance only to the extent not terminated. to §14.5.2 In arriving at any amount due the Contractor after termination,the following deductions shall be made: .1 all unliquidated advance or other prior payments on account made to the Contractor applicable to the terminated portion of the Contract; an AIA Document A201 T'"--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.AU rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 71 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (124 514 9544) .2 any claim the Owner may have against the Contractor; so .3 an amount necessary to protect the Owner against outstanding or potential liens or claims:and .4 the agreed price for or the proceeds of sale of any materials,suppliers or other things acquired by the Contractor or sold,pursuant to the provisions of Section 14.5.1.7,and not otherwise recovered by or credited to the Owner. MO $14.5.3 If(and only if)the termination pursuant to Section 14.4 is partial,the Contractor may file a Claim for an equitable adjustment of the price or prices specified in the Contract relating to the continued portion of the , Contract. Any claim by the Contractor for an equitable adjustment under this Section must be asserted within sixty(60)days from the effective date of the partial Termination. §14.5.4 The Contractor shall refund to the Owner any amounts paid by the Owner to the Contractor in excess of costs reimbursable under the Contract Documents. §14.5.5 The Contractor shall,from the effective Date of Termination until the expiration of three(3)years after final settlement under this Contract,preserve and make available to the Owner,at all reasonable times at the office of the Contractor,and without charge to the Owner,all books,records,documents,photographs and other evidence bearing on the costs and expenses of the Contractor under this Contract and relating to the terminated Work. The Owner may have costs reimbursable under this Article 14 audited and certified by independent certified public accountants selected by the Owner,who shall have full access to all the books and records of the Contractor. OS §14.5.6 The damages and relief from termination by the Owner specifically provided in Article 14 shall be the Contractor's sole entitlement in the event of termination. ARTICLE 15 CLAIMS AND DISPUTES §15.1 CLAIMS §15.1.1 DEFINITION A Claim is a demand or assertion by one of the parties seeking,as a matter of right,adjustment or interpretation of the Contract terms,payment of money,extension of time or other relief with respect to the terms of the Contract Documents.The term"Claim"also includes other disputes and matters in question between the Owner and Contractor arising out of or relating to the Contract Documents.The responsibility to substantiate Claims shall rest with the party making the Claim. Claims must be initiated in writing and include the information and substantiation required by the Contract Documents. Neither a Request for Information,nor a Construction Change Directive,nor a Change Order,nor a reservation of rights,nor minutes of a meeting,nor a Daily Report,nor any log entry,nor an Owner's request for or the Contractor's response to a Change Order Proposal, iikl nor a notice of a potential or future Claim shall constitute a Claim. ' Ill §15.1.3 CONTINUING CONTRACT PERFORMANCE Pending final resolution of a Claim,including the dispute resolution process and except as otherwise agreed in writing or as provided in Section 9.7 and Article 14,the Contractor shall proceed diligently with performance Oki of the Contract and maintain the Contractor's Construction Schedule,and the Owner shall continue to make payments in accordance with the Contract Documents. C ,.tiF + f D J t ' rda .ith the de of the Initial De n Make Oki AIA Document A201 TM'--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 72 Unauthorized reproduction or distribution of this AIA5 Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 71133282871 which expires on 04/26/2013,and is not for resale. i11W1 User Notes:—Renton—25636001.1 (1245149544) 1Yf rlr din §15.1.4 CLAIMS FOR ADDITIONAL COST If the Contractor wishes to make a Claim for an increase in the Contract Sum,written notice as provided herein shall be given before proceeding to execute the Work,and a written notice and a written Claim must be made in accordance with this Article 15,or it will be waived.If the Contractor believes additional cost is involved for to reasons including but not limited to(1)a written interpretation from the Architect,(2)an order by the Owner to stop the Work where the Contractor was not at fault,(3)a written Order for a Minor Change in the Work issued by the Architect,(4)failure of payment by the Owner,(5)termination of the Contract by the Owner, dill (6)Owner's suspension or(7)other reasonable grounds,a Claim shall be filed in accordance with this Article 15. The Contractor shall not be entitled to an increase in the Contract Sum or Contract Time arising out of an error or conflict in or among the Contract Documents where the Contractor failed adequately to review the Contract Documents or failed timely to report a known error or conflict to the Architect in a timely manner to consistent with the requirements of the Contract Documents. Prior notice is not required for Claims relating to an emergency endangering life or property arising under Section 10.4. „ „ §15.1.5 CLAIMS FOR ADDITIONAL TIME §15.1.5.1 If the Contractor wishes to make a Claim for an increase in the Contract Time,written notice as provided herein shall be given,and a written Claim must be made in accordance with Article 15,or it will be waived.The Contractor's Claim shall include an estimate of any cost and of probable effect of delay on "I progress of the Work.In the case of a continuing delay,only one Claim is necessary. Any adjustment in the Contract Time arising from a Change or a Claim shall be limited to the change in the actual critical path of the Project directly caused thereby. If the delay was not caused by the Owner,the Contractor,a Subcontractor of to any tier,or the Architect,or anyone acting on behalf of any of them,the Contractor is entitled only to an increase in the Contract Time in accordance with the Contract Documents but not a change in the Contract Sum. If the delay was caused by the Contractor,a Subcontractor of any tier,or anyone acting on behalf of any of them,the Contractor is not entitled to an increase in the Contract Time or in the Contract Sum. ma §15.1.5.2 If adverse weather conditions are the basis for a Claim for additional time,such Claim shall be documented by data substantiating that weather conditions were abnormal for the period of time,could not have been reasonably anticipated and had an adverse effect on the scheduled construction,and that the Work MI was on schedule(or not behind schedule through the fault of the Contractor)at the time the adverse weather conditions occurred. Neither the Contract Time nor the Contract Sum will be adjusted for normal inclement weather. The Contractor shall be entitled to a change in the Contract Time only(but not a change in the to Contract Sum)if the Contractor can substantiate to the reasonable satisfaction of the Owner and Architect that there was materially greater than normal inclement weather considering the full term of the Contract Time and using a ten(10)year average of accumulated record mean values from climatological data compiled by the U.S. Department of Commerce National Oceanic and Atmospheric Administration for the locale closest to the a Project, and that the alleged abnormal inclement weather actually extended the critical path of the Work. The change in Contract Time shall be provisional until Substantial Completion has been achieved,at which time the change in the Contract Time shall be the extent to which the total net accumulated number of calendar days lost a due to inclement weather from commencement of the Work until Substantial Completion exceeds the total net accumulated number to be expected for the same period from the aforesaid data. §15.1.6 CLAIMS FOR CONSEQUENTIAL DAMAGES a The Contractor and Owner waive Claims against each other for consequential damages arising out of or relating to this Contract.This mutual waiver includes without limitation: .1 damages incurred by the Owner for rental expenses,for losses,fuse,income,profit,fmancing, to business and reputation,and for loss of management or employee productivity or of the services of such persons;and .2 damages incurred by the Contractor for principal and home office overhead and expenses including without limitation the compensation of personnel stationed there,for losses of to financing,business and reputation,for losses on other projects,and-for loss of profit,and for interest or financing costs . to Init. AIA Document A201TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be 73 / prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. a 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (1245149544) This mutual waiver is applicable,without limitation,to all consequential damages due to either party's um termination in accordance with Article 14.Nothing contained in this Section 15.1.6 shall be deemed to preclude an award of liquidated damages,when applicable,in accordance with the requirements of the Contract Documents;damages specified in A101-2007 Agreement;or an obligation of the Contractor to indemnify the Owner for direct,indirect or consequential damages alleged by a third party. mmo 15.1.7 FALSE CLAIMS The Contractor shall not make any negligent or fraudulent misrepresentations.concealments,errors,omissions, or inducements to the Owner in the formation or performance of this Agreement. If the Contractor or a Subcontractor of any tier submits a false or frivolous Claim to the Owner,which for purposes of this Section 15.1.7 is defined as a Claim based in whole or in part upon a materially incorrect fact,statement, representation,assertion,or record,the Owner shall be entitled to collect from the Contractor by offset or otherwise(without prejudice to any right or remedy of the Owner)any and all costs and expenses,including investigation and consultant costs, incurred by the Owner in investigating,responding to,and defending against such false or frivolous Claim. ri §15.2 RESOLUTION OF CLAIMS AND DISPUTESINITIAL-DECISION §15.2.1 In an effort to reduce the incidence and costs to all parties of extended disputes,all Claims,direct or indirect,arising out of,or relating to,the Contract Documents or the breach thereof,except claims which have moo been waived under the terms of the Contract Documents,shall be decided exclusively by the following alternative dispute resolution procedure unless the parties mutually agree in writing otherwise. To the extent that the Owner and Contractor agree to a partnering process to help resolve disputes,such processes shall be inmm addition to,and not in place of,the mandatory dispute resolution procedures in the Contract Documents. 415.2.2 Except for Claims requiring notice before proceeding with the affected Work as otherwise described in the Contract Documents,the Contractor shall submit a written notice of any Claim to the Owner and the rin Architect within seven(7)days of the occurrence of the event giving rise to such Claim and shall include a clear description of the event leading to or causing the Claim. For all Claims,the Contractor shall submit a written Claim as provided herein within thirty(30)days of submitting the notice. Claims shall include a clear description of the Claim and any proposed change in the Contract Sum(showing all components and calculations)and/or Contract Time(showing cause and analysis of the resultant delay in the critical path and other information referenced in Section 8.3.2)and shall provide all data supporting the Claim,including without limitation a complete explanation as to why the relief sought is not within the scope of the Contract moo Documents. The Contractor may delay submitting data by an additional fourteen(14)days if it notifies the Owner in its Claim that substantial data must be assembled. Failure to properly submit the notice or Claim shall constitute waiver of the Claim. The Claim shall be deemed to include all changes,direct and indirect,in cost and in time to which the Contractor(and Subcontractors of any tier)is entitled and may not contain reservations of rights without the Owner's written approval;any such unapproved reservations of rights shall be without effect. Any claim of a Subcontractor of any tier may be brought only through.and after review by,the Contractor. For the purposes of calculating such time periods,an"event giving rise to a Claim,"among other things,is not a Request for Information but rather is a response that the Contractor believes would change the Contract Sum and/or Contract Time. The fact that the Owner and the Contractor may consider,discuss or negotiate an untimely or waived Claim shall in no way be deemed to constitute a waiver of any notice or other provisions of the Contract Documents. am Init. AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 74 Unauthorized reproduction or distribution of this AlAe Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. itlYl User Notes:Renton—25636001.1 (1245149544) an §15.2.3 Notice and Claims.All notices and Claims shall be made in writing as required by the Contract. Any notice of a Claim of the Contractor against the Owner and any Claim of the Contractor,whether under the Contract or otherwise,must be made pursuant to and in strict accordance with the applicable provisions of the Contract. No act,omission,or knowledge,actual or constructive,of the Owner or the Architect shall in any way be deemed to be a waiver of the requirement for timely written notice and a timely written Claim unless the Owner and the Contractor sign an explicit,unequivocal written waiver approved by the Owner's Board of Directors. The fact that the Owner and the Contractor may consider,discuss,or negotiate a Claim that has or wr may have been defective or untimely under the Contract shall not constitute a waiver of the provisions of the Contract Documents unless the Owner and Contractor sign an explicit,unequivocal waiver approved by the Owner's Board of Directors. The Contractor expressly acknowledges and agrees that the Contractor's failure to timely submit required notices and/or timely submit Claims has a substantial impact upon and prejudices the Owner, including but not limited to the inability to fully investigate or verify the Claim,mitigate damages, choose alternative options,adjust the budget,delete or modify the impacted Work,and/or monitor time,cost and quantities. For these and other reasons,the Contractor and Owner agree that the Owner is prejudiced by the Contractor's failure to timely submit required notices and/or Claims and the Owner shall not be required to prove or establish actual prejudice to enforce the notice or Claim provisions of the Contract. §15.2.4 Upon receipt of a Claim against the Contractor or at any time thereafter,the Architect or the Owner am may,but are not obligated to,notify the surety,if any,of the nature and amount of the Claim. If the Claim relates to a possibility of a Contractor's default,the Architect or the Owner may,but is not obligated to,notify the surety and request the surety's assistance in resolving the controversy. §15.2.5 If a Claim relates to or is the subject of a mechanic's lien,the party asserting such Claim may proceed in accordance with applicable law to comply with the lien notice or filing deadlines prior to resolution of the Claim by the Architect,by mediation or by litigation. arr §15.2.6 At any time following the Owner's receipt of the written Claim,the Owner may require that an officer of the Contractor,a principal of the Architect,and the Owner's Superintendent or designee(all with authority to settle)meet,confer,and attempt to resolve the Claim. If the Claim is not resolved during such meeting,the Contractor may bring no litigation against the Owner unless the Claim is first subject to nonbinding mediation as described in this Article 15. This requirement cannot be waived except by an explicit written waiver signed by the Owner and the Contractor. omit , ;rr , , rrr AIA Document A201 TM'--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 75 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. rwr 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton—25636001.1 (12 4 514 954 4) YW Rif4i014-Maker-that-fte-senneftine-elata-will-be NIP , 15.2.6.1. rrr §15.2.7 In the event of a Claim against the Contractor,the Owner may,but is not obligated to,notify the surety, if any,of the nature and amount of the Claim.If the Claim relates to a possibility of a Contractor's default,the Owner may,but is not obligated to,notify the surety and request the surety's assistance in resolving the controversy. §15.3 MEDIATION §15.3.1 Claims,disputes,or other matters in controversy arising out of or related to the Contract except those waived shall be subject to mediation as a condition precedent to the initiation of binding dispute resolution. This requirement cannot be waived except by an explicit written waiver signed by the Owner and the Contractor. irr §15.3.2 The parties shall endeavor to resolve their Claims by mediation. A request for mediation shall be filed in writing with the other party to the Contract,and the parties shall promptly attempt to mutually agree upon a mediator. If the parties have not reached agreement on a mediator within thirty(30)days of the request,either +rr party may file the request with the American Arbitration Association or such other alternative dispute resolution service to which unless the parties mutually agreeolierwise,with a copy to the other party,and the mediation shall be administered by the American Arbitration Association(or other agreed service)in rei accordance with its Construction Industry Mediation Procedures currently in effect Agreement.A request for mediation shall be made in writing,and delivered to the other party to the Contract, an,7 Fl d ith tl, r „tit,.adm sto g tho ediati,, ' ' Mediation shall proceed in advance of binding dispute resolution proceedings,which shall be stayed pending the completion of mediation-for-a-period ef ,unless stayed for a longer period by agreement of the parties or court order. rlr AIA Document A201 T'''--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA®Document is protected by U.S.Copyright Law and International Treaties. 76 Unauthorized reproduction or distribution of this AIAt5 Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287_1 which expires on 04/26/2013,and is not for resale. rfYY User Notes:Renton—25636001.1 (124 514 9 54 4) rr irrl I §15.3.3 The parties to the mediation shall share the mediator's fee and any filing fees equally.The mediation shall be held in the metropolitan location nearest the place where the Project is located,unless another location is mutually agreed upon.Agreements reached in mediation shall be enforceable as settlement agreements in any court having jurisdiction thereof. §15.3.4 An officer of the Contractor and the Owner's Superintendent or designee must attend the mediation session with authority to settle the Claim. To the extent there are other parties in interest,such as the Architect err or Subcontractors,their representatives,also with authority to settle the Claim,shall also attend the mediation session. Unless the Owner and the Contractor mutually agree in writing otherwise,all unresolved Claims shall be considered at a single mediation session that shall occur after Substantial Completion but prior to Final Acceptance by the Owner. §15.4 LITIGATIONARBITRATION §15.4.1 Litigation. The Contractor may bring no litigation on Claims unless such Claims have been properly oiss raised and considered in the procedures of this Article 15. The Contractor shall have the burden to demonstrate in any litigation that it has complied with all requirements of this Article 15. All unresolved Claims of the Contractor shall be waived and released unless the Contractor has complied with the time limits of the Contract Documents,and litigation is served and filed within the earlier of(a) 120 days after the Date of Substantial Completion approved in writing by the Owner or(b)sixty(60)days after Final Acceptance. This requirement cannot be waived except by an explicit written waiver signed by the Owner and the Contractor. The pendency of a mediation(the time period between the written mediation request and the date of mediation)shall toll these tort deadlines until the earlier of the mediator providing written notice to the parties of impasse or thirty(30)days after the scheduled date of the mediation session. Neither the Contractor nor a Subcontractor of any tier, whether claiming under a bond or lien statute or otherwise,shall be entitled to attorneys' fees directly or indirectly from the Owner(but may recover attorneys' fees from the bond or statutory retainage fund itself to the extent allowable under law). demanded, §15.4.1.1 The Owner may join the Contractor as a party to any litigation or arbitration involving the alleged fault,responsibility,or breach of contract of the Contractor or Subcontractor of any tier.A-demand-fef mill to ..rt hwing j sd' ♦' th rr J J�� e'-eterf AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987, 1997,and 2007 by The Init. American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 77 Unauthorized reproduction or distribution of this Ale Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 7113328287 1 which expires on 04/26/2013,and is not for resale. User Notes:Renton-25636001.1 (1245149544) 1 il • seleeting-afbitfater{e} • • • • • • No n a t . _ de..this Agreement No WI ■r tt NO AIA Document A201 TM--2007. Copyright©1911,1915,1918,1925,1937,1951,1958,1961,1963,1966,1970,1976,1987,1997,and 2007 by The ant American Institute of Architects.All rights reserved.WARNING:This AIA©Document is protected by U.S.Copyright Law and International Treaties. 78 Unauthorized reproduction or distribution of this AlA®Document,or any portion of it,may result in severe civil and criminal penalties,and will be prosecuted to the maximum extent possible under the law.This document was produced by AIA software at 11:34:44 on 1/23/2013 under Order No. 71133282871 which expires on 04/26/2013,and is not for resale. UM User Notes:—Renton—25636001.1 (1245149544) INS dill SPECIAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION A. PERMITS,FEES AND NOTICES 1 The Owner shall pay for the plan review and permit for the following: 1.1 Site Development 1.2 Building 1.3 Mechanical 1.4 Electrical 2 The Contractor shall secure and the Owner will reimburse the Contractor, without markup and in addition to the Contract Sum, all other permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work, including without limitation signage,job trailers, storage facilities,temporary erosion and sediment control,NPDES, clearing, abatement, demolition, right of way, elevator, sewer,water, fire hydrants,plumbing, and low voltage mechanical and electrical permits and fees. The Owner will not pay or reimburse the Contractor for license fees, renewals or penalties,which shall be solely the Contractor's responsibility. The Contractor should not include in the Contract Sum the direct cost of any permits or fees for which the Owner will reimburse the Contractor under this Section. 3 The Contractor shall be responsible for Subcontractor licenses and costs of doing business in the city and county of the Project. 4 It is the Contractor's responsibility to contact authorities having jurisdiction to determine the amounts or estimated amounts for the fees. 5 The Owner shall pay for the following utility connection charges: 5.1 City of Renton Water and Sewer 5.2 Puget Sound Energy B. CONTRACTOR'S CONSTRUCTION SCHEDULE 1 The Contractor's Construction Schedule shall be based upon a critical path method("CPM") analysis of construction and related activities and sequence of operations needed for the orderly performance and completion of all separable parts of the Work in accordance with the Contract Documents and within the Contract Time. It shall include the Notice to Proceed date, the Date(s) of Substantial Completion, and the Date(s) of Final Completion and comply with the requirements of the Contract Documents. �r 2 Review and comment regarding the Contractor's Construction Schedule shall not constitute an approval or acceptance of the Contractor's construction means, methods, or sequencing, or its ability to m complete the Work in a timely manner. 3 The Contractor shall utilize and comply with the Contractor's Construction Schedule. The Contractor will not be entitled to any adjustment in the Contract Time, the Construction Schedule, or the Contract Sum, or to any additional payment of any sort by reason of the Owner's use of float time (the amount of time that one or more activities may be delayed without causing delay to the date of Substantial Completion) between the end of the final construction activity and the final completion date or by reason of the loss or use of any float time, including time between the Contractor's anticipated completion date and the end of the Contract Time, whether or not the float time is described as such on the Construction Schedule. 4 Any float time to activities not on the critical path shall belong to the Project, and may be used by the ++ Project to optimize its construction process. Any float time between the end of the final construction activity and the final completion date shall belong to the Owner, and may be used by the Owner in determining if additional contract days are to be awarded for changes in the contract or for delays to the contract caused by the Owner. 5 At each weekly meeting with the Owner,the Contractor shall submit(a)a short interval schedule in bar chart form showing the activities planned for the next week, and(b) a report showing actual starts and finishes from planned progress from the previous week. 6 In the event the Contractor is entitled to a change in the Contract Time,the adjustment to the Contract Time shall be limited to the actual change in the critical path of construction activities. 7 Should the Contractor fail to meet any scheduled date as shown on the current Contractor's Construction Schedule,the Contractor shall, if requested,be required at its own expense to submit within ten(10)days of the request an updated Contractor's Construction Schedule. If the Owner notifies the Contractor that its progress indicates to the Owner that the Work will not be SubstantiallyNo Completed within the Contract Time or will not meet a scheduled date as shown on the Construction Schedule,the Contractor shall, at its own expense, increase its work force and/or working hours to bring the actual completion dates of the activities into conformance with the Contractor's Construction Schedule and Substantial Completion within the Contract Time. The Contractor shall also submit a revised Contractor's Construction Schedule at its own expense within ten(10)days of notice from the Architect or Owner that the sequence of work varies from that shown on the Contractor's Construction Schedule. Neither the Owner nor the Architect will,however,review the substance or sequence of the Contractor's Construction Schedule. The Owner may withhold some or all of the progress payments until such time as the Contractor has provided an approved revised Construction Schedule in a form satisfactory to the Owner. 8 During the period commencing with the issuance of the Notice to Proceed and ending with the date of Final Completion of the Work,the Contractor shall attend and participate in and ensure applicable Subcontractors of any tier attend and participate in regular weekly Project status meetings scheduled by101 the Owner or by the Architect to review progress of the Work,to discuss the Contractor's progress reports,to obtain necessary Owner's or Architect's approvals, and generally to keep the Owner and Architect informed and involved in the progress of the Project. The Contractor shall also attend regular on-site meetings scheduled by the Owner or by the Architect to review progress of the Work and other pertinent matters. The Contractor shall prepare and submit at the weekly Project status meetings three- week look-ahead schedules that relate to the overall Construction Schedule. aw 9 The Contractor shall attain Final Completion of the Work in accordance with the most recent schedules submitted to the Owner and Architect and shall promptly notify the Owner and Architect of any deviations from those schedules. sir 11111 MEADOW CREST PLAYGROUND SECTION 000730 PROJECT NO. 11.12.116 SUPPLEMENTARY CONDITIONS SUPPLEMENTARY CONDITION 1 LIQUIDATED DAMAGES r®r SC 1.1 Delay in achieving Substantial Completion and Final Completion will cause Owner additional general expenses and other consequential damages. Such expenses and damages include, but are not limited to: community and school publicity; moving expenses; supervision and management expenses; architectural, engineering and legal fees; inspections; storage and lease costs; insurance; extra transportation; and additional custodial and security costs and expenses. SC 1.2 By submitting a bid and by executing the Agreement, Contractor represents that he has reviewed the above referenced costs and damages and agrees with Owner that the following liquidated damages sum is a reasonable estimate of both the direct costs and ,,, damages and consequential costs and damages to Owner which would result in the event of a failure by the Contractor to achieve Substantial Completion for each phase(zone)by the dates indicated in the Contract Documents—Section 011000 — Summary of Work of the Project Manual. For each day, that the Contractor fails to achieve Substantial Completion, the Contractor shall pay to the Owner liquidated damages in the amount of$1,000.00/dav,which amounts may be deducted by the Owner from any payments due the Contractor. For every day that the Contractor fails to achieve Final Completion 45 days after achieving Substantial Completion, the Contractor shall compensate the Owner for all ■r engineering and architectural fees and costs, inspection fees, Owner's personnel costs for administration of the Contract and related expenses assignable to the Work until the date of actual completion of all the Contract Work. SC 1.3 Assessment of liquidated damages shall commence on the Contract Date of Substantial Completion, or as modified by Change Order, and shall continue until actual Substantial Completion has been obtained as evidence by fully executed Certificate of Substantial Completion. No deduction or payment of Liquidated Damages will, in any degree, release the Contractor from further obligations and liabilities to complete the entire contract or to compensate the Owner for any other damages, costs or expenses that are incurred by the Owner as a result of the acts or omissions of the Contractor which are not related to the am Owner's delayed use of the Work. SUPPLEMENTARY CONDITION 2(NOT USED) BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000730- 1 rir wessiostainitsmatir Imo MEADOW CREST PLAYGROUND SECTION 000730 PROJECT NO. 11.12.116 SUPPLEMENTARY CONDITIONS SUPPLEMENTARY CONDITION 3 NON-COLLUSION ■r SC 3.1 Collusion or Restraint of Competition. If the Owner determines that any Bidder or Bidders have directly or indirectly engaged in any collusion or restraint of competition relating to the Bids for this project, none of the Bids of the participants in such collusion or restraint of competition shall be considered. The Owner's determination shall be conclusive. All Bidders shall sign and submit with its Bid the non-collusion affidavit provided herein. Yrr SUPPLEMENTARY CONDITION 4 OTHER REQUIREMENTS rir SC 4.1 PREVENTION OF ENVIRONMENTAL POLLUTION & PRESERVATION OF PUBLIC NATURAL RESOURCES 11111 Pursuant to Chapter 62, Laws of 1973, 1st Ex. Session,those provisions of Federal, State and local statutes, ordinances and regulations dealing with the prevention of environmental pollution and the preservation of public natural resources that affect, or are affected by, the herein described project are, to the extent they are reasonably obtainable, as follows: RCW 43.21C.030; RCW 90.58.140; RCW 90.58.320; and RCW 70.94.152. Conform with provisions thereof SC 4.2 SAFETY STANDARDS Contractor shall comply with pertinent provisions of Chapter 296-155 WAC, "Safety rot Standards for Construction Work." SC 4.3 EMPLOYEES WHO HAVE BEEN CONVICTED OF CRIMES INVOLVING CHILDREN The Contractor, or any of his subcontractors, shall not utilize any employee at the School District site or allow any contact between school children and any employee when an employee has plead guilty to or been convicted of any felony crime involving the physical neglect of a child under Chapter 9A.42 RCW, the physical injury or death of a child under Chapter 9A.32 or 9A.36 RCW (except motor vehicle violations under Chapter 46.61 RCW), sexual exploitation of a child under Chapter 9S.44 RCW where a minor is a victim, promoting prostitution of a minor under Chapter 9A.88 RCW,the sale or purchase of a minor child under 9A.64.030 RCW, or violation of similar laws of another jurisdiction. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000730-2 MEADOW CREST PLAYGROUND SECTION 000730 PROJECT NO. 11.12.116 SUPPLEMENTARY CONDITIONS SC 4.4 SCHOOL DISTRICT RULES +rr Smoking, use of tobacco products, use of alcohol or use of drugs will not be permitted within School Buildings or on the School Site, including within vehicles. .rr END OF SECTION 000730 r�r ase IMO alli wr a wr a a a BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 000730-3 MEADOW CREST PLAYGROUND SECTION 001026 PROJECT NO. 11.12.116 SUBCONTRACTOR'S REPRESENTATIONS tier I. Subcontractor's Affidavit of Payment for Labor and Materials .rr The undersigned, being first duly sworn on oath, deposes and states as follows: 1. He/she is (check one): rr ❑ the , an officer of ("Subcontractor"), which corporation maintains its principal place of business at the address below. ❑ a member of the partnership which does its business under the name of ("Subcontractor"), which partnership maintains its principal place of business at the address below. ,,, ❑ engaged in doing business under his or her own name of ("Subcontractor") at the address. 2. Subcontractor's street address is: 3. Subcontractor has performed work and/or provided services, labor, and/or material under the terms and conditions of subcontract number dated ("Subcontract")for tirw ("Contractor"), on the Project ("Project") of Renton School District("Owner")to perform the following: [general description of work] au 4. The Subcontractor seeks payment from Contractor for work performed during the month of ("Current Month"). The term "Prior Month" refers to the calendar month immediately before the Current Month. 5. All persons, firms and corporations furnishing labor, tools, materials, equipment, services, etc., through and including the Prior Month in connection with the Project at the request of and for and on behalf of the Subcontractor have been paid in full, and no person, firm or corporation who has furnished any such labor, tools, materials, equipment, services, etc. (including Subcontractor) is mor able to file a claim or lien against the Project or the retained portion of either the Subcontract or the main contract between the Contractor and the Owner for labor, tools, materials, equipment, services, etc., except as follows: (None unless stated below) 6. Through and including the Prior Month, there are no municipal, state or federal charges, levies or taxes unpaid or delinquent which constitute an encumbrance, claim or lien against the Project or real property, or the Contractor's bonds or the retained portion of the Contract between Owner ailand Contractor. 7. This affidavit is made by the undersigned with a full understanding of the facts as set forth herein, and for the purpose of inducing the Contractor and the Owner to make payment to the Subcontractor on the assurance that there are no liens, claims or encumbrances through the Prior Month, under, by or through Subcontractor, which may in any way reflect against the Contractor or the Owner of the Project, except as noted in Paragraph 5 above. tirr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 001026- 1 r�► r EARLY CHILDHOOD LEARNING CENTER SECTION 001026 PROJECT NO. 11.12 SUBCONTRACTOR'S REPRESENTATIONS II. Subcontractor's Confirmation of Subcontract Balance 1. Original Subcontract amount $ 2. Amount of Change Orders_through_ $ (None unless otherwise stated) 3. Adjusted Subcontract amount $ (Item 1 plus Item 2) wr 4. Total payments to Subcontractor through Prior Month $ 5. Total Subcontractor retainage through Prior Month $ 6. Other deduction (Explain) $ 1e 7. Gross amount due Subcontractor for Current Month $ 8. Net amount due Subcontractor for Current Month $ (after deduction for retainage) (95%of Item 7.) 1110 IS III. Subcontractor's Full Release of Work Through Prior Month and Conditional Release of Work in Current Month As a material consideration to the Contractor and the Owner, the Subcontractor, for itself, its employees, and its agents and its lower tier subcontractors and suppliers and each of their respective successors and assigns ("Releasing Party"), hereby releases and forever discharges the Contractor, its officers, agents and employees, the Owner, and all sureties and guarantors involved in the Project or having any contractual relationship with the Contractor or the Owner ("Released Parties"), from any and all claims, demands, actions, causes of action, charges, suits, debts, damages, and liabilities, directly or indirectly, in law or in equity ("Claims") related to Work performed through the Prior Month on the Project, and further forever releases, waives and relinquishes all liens, lien claims, lien rights or claims on or against the Project for such Work,which have existed or which now exist, of whatever kind or nature and whether known or unknown or suspected or unsuspected, arising out of or in any way related to the Project; and, contingent upon receipt by Subcontractor of a negotiable draft in the amount confirmed in Part II above, the Releasing Party hereby releases and forever discharges the Released Parties from any and all Claims related to work performed in the Current Month on the Project, and further forever releases, waives and relinquishes all liens, lien claims, lien rights or claims on or against the Project for such Work which have existed or which now exist, of whatever kind or nature and whether known or unknown or suspected or unsuspected, arising out of or in any way related to the Project; PROVIDED, that the Subcontractor does not release or discharge any claim described below it may have against the Contractor nor does it release or discharge any claim for the retainage withheld pursuant to its ors Subcontract with the Contractor. (None unless stated below) el ON BLRB ARCHITECTS 03/18/13 oft RENTON SCHOOL DISTRICT BID SET PAGE: 001026-2 rw NIONNIMMOINN our EARLY CHILDHOOD LEARNING CENTER SECTION 001026 PROJECT NO. 11.12 SUBCONTRACTOR'S REPRESENTATIONS as IV. Subcontractor's Indemnification The Subcontractor will indemnify, defend and hold harmless the Contractor, its sureties, the Owner, and each of their successors and assigns from any pecuniary loss, cost, damage, injury or expense, including attorneys' fees, arising out of or in respect to or in connection with any claim made by any laborer, subcontractor or material supplier which may have furnished any labor, tools, materials, equipment, services, etc., directly or indirectly to the Subcontractor, or by any taxing authority having a claim as a result of Subcontractor's nonpayment of taxes due, or by reason of any action brought or judgment recovered by any such laborer, subcontractor, material supplier or taxing authority, any of which occurred through and including the Prior Month. IN WITNESS WHEREOF, the Subcontractor has caused its name to be subscribed this_day of uur cur Subcontractor By: Title: State of Washington County of )ss kas On this day of , before me personally came , who being by me first duly sworn, did depose and say: That he (or she) is the air of , the corporation, partnership or firm described in and which executed the foregoing instrument, that he (or she) is duly authorized to act for said corporation, partnership or firm, and that he (or she) did acknowledge to me that execution of this instrument is his (or her) voluntary act and deed, for the uses "is and purposes therein expressed. qua Given under my hand and official seal this day of Notary Public in and for the State of Washington. My commission expires: our 'r aw 'a BLRB ARCHITECTS 03/18/13 RENTON SCHOOL DISTRICT BID SET PAGE: 001026-3 aau MEADOW CREST PLAYGROUND SECTION 003119 PROJECT NO. 11.12.116 EXISTING CONDITION INFORMATION 1_1 EXISTING CONDITION INFORMATION err 1.1.1 This Document with its referenced documents is part of the Procurement and Contracting Requirements for Project. They provide Owner's information for Bidders' convenience and are intended se to supplement rather than serve in lieu of the Bidders' own investigations. They are made available for Bidders' convenience and information, but are not a warranty of existing conditions. This Document and its reference documents are not part of the Contract Documents. 1.1.2 Survey information that includes information on existing conditions, prepared by ESM Consulting Engineers, is included with the Drawings Volume 1, and identified as: "Hillcrest Early Learning Center Topographic Survey", dated January 2, 2010, and "N. Highlands Center, Topographic Survey", dated November 27,2011. 1.1.3 Related Requirements: .rr 1.1.3.1 Document 000100 "Instructions to Bidders" for the Bidder's responsibilities for examination of Project site and existing conditions. err 1.1.3.2 Document 003132 "Geotechnical Data" for reports and soil-boring data from geotechnical investigations that are made available to bidders. cur END OF DOCUMENT 003119 Mil .r OM err NI BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 003119- 1 di MI MEADOW CREST PLAYGROUND SECTION 003132 PROJECT NO. 11.12.116 GEOTECHNICAL DATA MI Is PART 1 -GENERAL Is L11 SCOPE 1.1.1 Content: This Section references information on soils and subsurface conditions. 1_2 AVAILABLE INFORMATION Is 1.2.1 Includes: Available information consists of following. 1.2.1.1 Report: Subsurface Exploration, Preliminary Geotechnical Engineering, and Infiltration Feasibility Report for Proposed Early Childhood Learning Center, King County, for Renton School District No. 403, Geotechnical Engineering Study by Associated Earth Sciences, Inc., dated Ir November 18, 2010. 1.2.1.2 Report: Summary of Additional Borings to Delineate Existing Fill for Proposed Early Childhood Learning Center, King County, for Renton School District No. 403, Geotechnical Engineering Study by Associated Earth Sciences, Inc.,dated August 17,2011. 1.2.1.3 Report: Summary of Additional Borings in Planned Playground Area for Proposed Early w+• Childhood Learning Center, King County, for Renton School District No. 403, Geotechnical Engineering Study by Associated Earth Sciences, Inc., dated November 9, 2011. dW 1.2.2 Prerequisite: Review this material prior to bid. 1.2.3 Consideration: Note existing information on soils and their suitability for fill. Note existing information on unknown or partially known subsurface materials that may be present on this site. 1.2.4 Validity: Surveys and reports on subsurface conditions are not part of Contract Documents and are not intended as representations or warranties of accuracy or continuity between soil borings. It is IS expressly understood that Owner will not be responsible for interpretations or conclusions drawn therefrom by Contractor. Data is made available for convenience of Contractor. Additional test borings and other exploratory operations may be made by Contractor at no cost to Owner. rr PART 2 -PRODUCTS (NOT USED) MI PART 3 -EXECUTION (NOT USED) Ir END OF SECTION 003132 (Except for Appendix) rI MI BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 003132- 1 rw Associated Earth Sciences, Inc. air CeI hna6nj Ouer25`Years of&eruiee November 18, 2010 Project No. KE100287A Renton School District c/o Greene Gasaway Architects, PLI,C P.O. Box 4158 Federal Way, Washington 98063 Attention: Mr. Calvin Gasaway Subject: Subsurface Exploration, Preliminary Geotechnical Engineering, "' and Infiltration Feasibility Report Proposed Early Childhood Center 1800 Index Avenue NE Renton, Washington Dear Mr. Gasaway: We are pleased to present these copies of our preliminary geotechnical and infiltration feasibility report for the referenced project. This report summarizes the results of our subsurface exploration, geologic hazards, and geotechnical engineering studies, and offers preliminary recommendations for the design and development of the proposed project. A discussion of the feasibility of infiltrating storm water is also presented. At the time this report was prepared, the site was in the conceptual planning stage and no project layout or plans had been formulated. We recommend that we be allowed to review the recommendations contained in this report and modify them, if necessary, when a project plan has been developed. We have enjoyed working with you on this study and are confident that the recommendations presented in this report will aid in the successful completion of your project. If you should have any questions or if we can be of additional help to you, please do not hesitate to call. �a+ Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington K rt D. Merriman, P.E. Principal Engineer KDM/tb-KE100287A2-Projects1201002871KE\WP ara Kirkland • Everett • Tacoma 425-827-7701 425-259-0522 253-722-2992 www_aecsren_cnm 1101 -to f 3 � l t^ Geotechnical g En ineerin Associated E"` y- Sciences, Inc. $ ap8P2f V8G?PJ o/J8Pu/ice • Subsurface Exploration, Preliminary Geotechnical Engineering, and Infiltration Feasibility Report Water Resources ' PROPOSED EARLY CHILDHOOD CENTER Renton, Washington Prepared for Environmental Assessments and Remediation Renton School District c/o Greene Gasaway Architects, PLLC , Project No. KE100287A w . November 18, 2010 Sustainable Development Services 1.4 , f 1 4 ff 1 ' y~ r om ma •Y Geologic Assessments a ar SUBSURFACE EXPLORATION, PRELIMINARY GEOTECHNICAL ENGINEERING, AND INFILTRATION FEASIBILITY REPORT PROPOSED EARLY CHILDHOOD CENTER Renton, Washington Prepared for: Renton School District ti`" c/o Greene Gasaway Architects, PLLC P.O. Box 4158 Federal Way, Washington 98063 mai Prepared by: Associated Earth Sciences, Inc. 911 5th Avenue, Suite 100 Kirkland, Washington 98033 wr 425-827-7701 Fax: 425-827-5424 arr November 18, 2010 Project No. KE100287A r mi Subsurface Exploration, Prelimintny Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Project and Site Conditions AIN I. PROJECT AND SITE CONDITIONS AIM 1.0 INTRODUCTION This report presents the results of our subsurface exploration, geologic hazards, preliminary geotechnical engineering, and storm water infiltration feasibility studies for the proposed Early Childhood Center. The site location is shown on the "Vicinity Map," Figure 1. The approximate locations of exploration borings completed for this study are shown on the "Site and Exploration Plan," Figure 2. Logs of the subsurface explorations and copies of laboratory test results completed for this study are included in the Appendix. 1.1 Purpose and Scope The purpose of this study was to provide geotechnical engineering design recommendations to be utilized in the preliminary design of the project, and to provide infiltration feasibility recommendations to guide concept and design development phases of the project. This study included a review of selected available geologic literature, advancing seven hollow-stem auger soil borings, installing one ground water observation well, and performing geologic studies to assess the type, thickness, distribution, and physical properties of the subsurface sediments and shallow ground water. Geotechnical engineering studies were completed to establish recommendations for the type of suitable foundations and floors, allowable foundation soil bearing pressure, anticipated foundation and floor settlement, pavement recommendations, and drainage considerations. We also completed a limited study regarding the feasibility of infiltrating storm water generated by the new project. This report summarizes our fieldwork and offers preliminary geotechnical engineering and infiltration feasibility recommendations based on our present understanding of the project. We recommend that we be allowed to review the recommendations presented in this report and revise them, if needed, when a 101 project design has been developed. 1.2 Authorization Authorization to proceed with this study was granted by Mr. Calvin Gasaway of Greene Gasaway Architects, PLLC. Our work was completed in general accordance with our scope of work and cost proposal, dated September 10, 2010. This report has been prepared for the exclusive use of Greene Gasaway Architects, PLLC, the Renton School District (District), and their agents for specific application to this project. Within the limitations of scope, schedule, and budget, our services have been performed in accordance with generally accepted geotechnical engineering, engineering geology, and hydrogeology practices in effect in this area at the time our report was prepared. No other warranty, express or implied, is made. November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. 111111 BWG/tb-KEI00287A2-Projects 1201002871KEIWP Page 1 rrr Subsurface Exploration, Preliminary Geotechnical Engineering, and Infiltration Feasibility Report Proposed Early Childhood Center g ng� .� Renton, Washington Project and Site Conditions ss 2.0 PROJECT AND SITE DESCRIPTION The project site is that of the existing Early Childhood Center, which is housed in a building previously used as an elementary school and middle school. We understand that the proposed project will include demolition of all of the existing buildings and construction of a new Early Childhood Center facility. No project concept had been prepared when this report was written. Storm water management plans has also not been formulated. We anticipate that the new facility will include low rise buildings with foundation loads typical of local school construction. We anticipate that the new buildings will be constructed close to existing grades �r without the need for substantial earthwork cuts or fills. The existing facility includes permanent and portable buildings along the west side of the site, existing paved parking areas west and northeast of the main buildings, and paved and unpaved play areas east of the existing school. A natural turf soccer field is located north and east of the existing buildings. The site is relatively flat, with overall vertical relief visually estimated at less than 10 feet. The site does not appear to contain areas that will trigger geotechnical critical areas regulations related to steep slopes or seismic hazards. trr 3.0 SUBSURFACE EXPLORATION uss Our subsurface exploration completed for this project included advancing seven hollow-stem auger soil borings and installing one ground water observation well. The conclusions and .r recommendations presented in this report are based on the explorations completed for this study. The locations and depths of the explorations were completed within site and budget constraints. 3.1 Exploration Borings vs The exploration borings were completed by advancing hollow-stem auger tools with a track- mounted drill rig. During the drilling process, samples were obtained at generally 2.5- to 5-foot-depth intervals. The exploration borings were continuously observed and logged by a oss representative from our firm. The exploration logs presented in the Appendix are based on the field logs, drilling action, and inspection of the samples secured. Disturbed but representative samples were obtained by using the Standard Penetration Test (SPT) procedure in accordance with American Society for Testing and Materials (ASTM):D 1586. This test and sampling method consists of driving a standard, 2-inch outside-diameter, split-barrel sampler a distance of 18 inches into the soil with a 140-pound hammer free-falling a distance of 30 inches. The number of blows for each 6-inch interval is November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. 2 "e BWG/rb-KE100287�12-Projecls120/00287IKEIWP Page ss AN Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Project and Site Conditions 4111 recorded, and the number of blows required to drive the sampler the final 12 inches is known as the Standard Penetration Resistance ("N") or blow count. If a total of 50 is recorded within one 6-inch interval, the blow count is recorded as the number of blows for the corresponding number of inches of penetration. The resistance, or N-value, provides a measure of the relative density of granular soils or the relative consistency of cohesive soils; these values are plotted on the attached exploration boring logs. The samples obtained from the split-barrel sampler were classified in the field and representative portions placed in watertight containers. The samples were then transported to our laboratory for further visual classification. ids 4.0 SUBSURFACE CONDITIONS Subsurface conditions at the project site were inferred from the field explorations accomplished for this study, visual reconnaissance of the site, and review of selected applicable geologic literature. Because of the nature of exploratory work below ground, extrapolation of subsurface conditions between field explorations is necessary. It should be noted that differing subsurface conditions may sometimes be present due to the random nature of deposition and the alteration of topography by past grading and/or filling. The nature and extent of any variations between the field explorations may not become fully evident until construction. 4.1 Stratigraphy Suiftcial Topsoil mo Our exploration borings which were completed in unpaved areas generally encountered approximately 6 to 8 inches of topsoil and grass. Topsoil is not suitable for structural support, and should be stripped from structural areas. Excavated topsoil may be suitable for reuse in landscape areas. WIII Existing Paving Existing paving was encountered at two of the exploration locations. Measured pavement thickness is shown on the exploration logs, and ranged from 1.5 to 2 inches. Fill Existing fill was encountered in one of our exploration borings (EB-7) to a depth of approximately 7 feet below the existing ground surface. The existing fill was observed to be November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE/00287A2-Projects1201002871KEIWP Page 3 Subsurface Exploration, Preliminary Geotechnical Engineering, Infiltration Feasibility Proposed Early Childhood Center and F ty Report Renton, Washington Project and Site Conditions loose, and appeared to consist primarily of materials derived on-site and moved or disturbed during earlier site work. It is worth noting that historical site plans depict houses that previously existed in the vicinity of EB-7. It seems likely that the existing fill will extend along the north side of the site in the vicinity of the houses that were demolished. The houses do not appear on the oldest, readily available aerial photograph taken in 1990, and must have been demolished prior to then. The existing fill is loose and will require removal or other remedial preparation below planned building areas and remedial preparation below planned paving. Lodgement Till Each of the exploration borings except EB-7 encountered medium dense to very dense silty rrr sand with gravel, interpreted as Vashon lodgement till. The lodgement till observed in our explorations was relatively more oxidized, and less dense than is typical for lodgement till sediments. These variations are likely related to the contact with the underlying advance outwash sediments. From an engineering standpoint, the lodgement till observed in our exploration borings can be expected to perform in a manner similar to typical lodgement till sediments. 11111 Lodgement till was deposited at the base of an active continental glacier and was compacted by the weight of the overlying glacial ice. Lodgement till is suitable for structural support when properly prepared. Excavated lodgement till material is suitable for use in structural fill applications if suitable moisture conditions are achieved and if specifically allowed by project plans and specifications, which will require drying during favorable dry weather. At the time of exploration, we estimate that most of the lodgement till soils that we observed were at or above optimum moisture content for compaction purposes, and therefore, will require drying .6 during favorable weather prior to compaction in structural fill applications. Advance Outwash r� Each of the exploration borings encountered dense to very dense granular sediments, typically below a lodgement till cap, that were interpreted to represent advance outwash sediments. up Advance outwash was deposited at the base of an advancing glacier, and was subsequently compacted by the weight of the overlying glacial ice. Advance outwash is suitable for support of shallow foundations and paving with proper preparation. Excavated advance outwash sediments are expected to be suitable for reuse in structural fill applications if specifically allowed by project plans and specifications, and are expected to be moisture-sensitive, though somewhat less moisture-sensitive than lodgment till sediments. It should be noted that due to - the depth below existing grade where advance outwash sediments were observed, it is unlikely that they will provide direct foundation support for a substantial part of the project. It is also November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. 1?WG/tb-KE100287A2-Projects1201002871KEIWP Page 4 "�` Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Project and Site Conditions unlikely that excavated advance outwash sediments will be available for reuse in structural fill applications in significant quantity. Published Geologic Map We reviewed a published geologic map of the area (Geologic Map of King County, Washington, by Derek B. Booth, Kathy A. Troost, and Aaron P. Wisher, 2006). The referenced map indicates that the site is expected to be underlain by lodgement till, with 10111 recessional outwash mapped to the west, and advance outwash mapped to the east along the May Creek drainage and its tributaries. 4.2 Hydrology We did not encounter substantial ground water in our explorations at the time of drilling. de Isolated perched seepage zones were observed in some locations and are noted on the subsurface exploration logs in the Appendix. We constructed a well in exploration boring EB-1. Establishing a known unsaturated thickness of advance outwash sediments can be valuable in infiltration system design, and data from the well in EB-1 are expected to provide such evidence. GO Ground water is expected to occur seasonally at this site "perched" above the underlying lodgement till and advance outwash sediments, and possibly above existing fills. Perched ground water occurs when vertical infiltration is impeded by less-permeable soil layers, resulting in horizontal flow. The quantity and duration of perched ground water flow from an excavation will vary, depending on season, soil gradation, and adjacent topography. Ground „d water conditions should be expected to vary in response to changes in precipitation, on- and off-site land usage, and other factors. rr 4.3 Laboratory Testing As a part of our investigation of the infiltration potential of the site soils, we completed three laboratory grain size analyses. Copies of the grain size analyses reports are included in the Appendix. 4.4 Infiltration Potential The site is underlain by lodgement till, which is in turn underlain by advance outwash WA sediments. Lodgement till is silty and dense, and is not suitable for use as a storm water infiltration receptor. Advance outwash is suitable for use as an infiltration receptor under some circumstances. At this site, the depth below the existing ground surface where advance November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE100287A2-Projects120100287IKEIWP Page 5 riw Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report rw Renton, Washington Project and Site Conditions outwash sediments were observed in our exploration borings ranged from approximately 8 to 14 feet. The single deep exploration boring completed for this study, EB-1, encountered advance outwash sediments to the full depth explored of 61.5 feet. We installed a well in EB-1, and did not observe water in the well at the time of drilling or on the following day. We will continue to sound the well for water periodically through the winter of 2010 - 2011.. The advance outwash sediments we observed typically consisted of sand with relatively small amounts of silt and gravel, and with some gradational stratification that is typical of advance outwash sediments. In our opinion, the advance outwash we observed in our initial explorations is well suited to storm water infiltration using deeper infiltration strategies, such as infiltration trenches, rock-filled "pit drains", or UIC wells. Use of any of these infiltration methods in a final design should be based on an infiltration study that is specific to the infiltration system design and location. We are available to work with the project civil No engineer to help develop a preliminary storm water management plan, and to formulate an infiltration study that is consistent with the preliminary plan. rik 1111 elk Mil November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE100287A2-Projects120100287IKEIWP Page 6 ■M err , „ Subsurface Exploration, Prelilninaly Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Geologic Hazards and Mitigations as II. GEOLOGIC HAZARDS AND MITIGATIONS The following discussion of potential geologic hazards is based on the geologic, slope, and ground and surface water conditions, as observed and discussed herein. The discussion will be as limited to slope stability, seismic, and erosion issues. gro 5.0 SLOPE HAZARDS AND MITIGATIONS In our opinion, no slopes on or adjacent to the site meet applicable definitions for management au as critical areas in accordance with Renton Municipal Code Section 4-3-050. No detailed slope stability analysis was completed for this study, and none is warranted, in our opinion. 6.0 SEISMIC HAZARDS AND MITIGATIONS The site does not contain areas that meet City of Renton definitions for high seismic hazard areas. The following discussion is a more general assessment of seismic hazards that is intended to be useful to the District in terms of understanding seismic issues, and to the structural engineer for final structural design. Earthquakes occur regularly in the Puget Lowland. The majority of these events are small and are usually not felt by people. However, large earthquakes do occur, as evidenced by the 1949, 7.2-magnitude event; the 2001, 6.8-magnitude event; and the 1965, 6.5-magnitude 01 event. The 1949 earthquake appears to have been the largest in this region during recorded history and was centered in the Olympia area. Evaluation of earthquake return rates indicates that an earthquake of the magnitude between 5.5 and 6.0 is likely within a given 20-year period. Generally, there are four types of potential geologic hazards associated with large seismic events: 1) surficial ground rupture, 2) seismically induced landslides, 3) liquefaction, and 4) ground motion. The potential for each of these hazards to adversely impact the proposed project is discussed below. mig 6.1 Surficial Ground Rupture Generally, the largest earthquakes that have occurred in the Puget Sound area are sub-crustal events with epicenters ranging from 50 to 70 kilometers in depth. Earthquakes that are generated at such depths usually do not result in fault rupture at the ground surface. Current November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE100287A2-Projects120100287IKEIWP Page 7 wl�f am Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, Infiltration Feasibility Report g g� and � Renton, Washington Geologic Hazards and Mitigations research indicates that surficial ground rupture is possible in areas close to the Seattle Fault Zone. Although our current understanding of this fault zone is limited and is an active area of research, the site lies south of the currently recognized limits of the Seattle Fault Zone. Therefore, based on current information, the risk of damage to planned improvements as a result of surface rupture due to faulting is low, in our opinion. 6.2 Seismically Induced Landslides It is our opinion that the potential risk of damage to the proposed development by seismically induced slope failures is low due to the lack of significant slopes on and adjacent to the site. 6.3 Liquefaction Liquefaction is a process through which unconsolidated soil loses strength as a result of vibrations, such as those which occur during a seismic event. During normal conditions, the weight of the soil is supported by both grain-to-grain contacts and by the fluid pressure within the pore spaces of the soil below the water table. Extreme vibratory shaking can disrupt the grain-to-grain contact, increase the pore pressure, and result in a temporary decrease in soil shear strength. The soil is said to be liquefied when nearly all of the weight of the soil is supported by pore pressure alone. Liquefaction can result in deformation of the sediment and settlement of overlying structures. Areas most susceptible to liquefaction include those areas underlain by non-cohesive silt and sand with low relative densities, accompanied by a shallow water table. ,r The subsurface conditions encountered at the site pose little risk of liquefaction due to relatively high density of the lodgement till and advance outwash, high silt content of the lodgement till, and lack of significant ground water observed in our explorations. No detailed liquefaction analysis was completed as part of this final study, and none is warranted, in our opinion. 6.4 Ground Motion Structural design of buildings should follow 2009 International Building Code (IBC) standards using Site Class "C" in accordance with Table 1613.5.2. The 2009 IBC mapped spectral accelerations for short period (Ss) and 1-second period (Si) spectral acceleration values were ■r determined by the latitude and longitude of the project sites using the United States Geological Survey (USGS) software utility Seismic Hazard Curves and Uniform Response Spectra. The USGS software interpolated ground motions at the project site as follows for periods of 0.2 and Via 1.0 seconds, respectively, with a 2 percent chance of exceedence in 50 years: Ss = 1.434, November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. Pa eS BWG/tb-KE100287A2-Projects1201002871KEIWP g err gos Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Geologic Hazards and Mitigations err Si= 0.490. Based on 2009 IBC tables 1613.5.3(1) and (2), an Fa value of 1.0 and an F, value of 1.31 should be used. 7.0 EROSION HAZARDS AND MITIGATIONS The site contains soils that meet City of Renton definitions for Erosion Hazard Areas. The following discussion addresses Washington State Department of Ecology erosion control regulations that will be applicable to the project. The State requirements are relatively new and are extensive. We anticipate that if the project complies with State requirements, it will also be acceptable with respect to City of Renton requirements. As of October 1, 2006, the Washington State Department of Ecology (Ecology) Construction Storm Water General Permit (also known as the National Pollutant Discharge Elimination System [NPDES] permit) requires weekly Temporary Erosion and Sedimentation Control (TESC) inspections and turbidity monitoring for all sites 1 or more acres in size that discharge storm water to surface waters of the state. Because we anticipate that the proposed project will um require disturbance of more than one acre, we anticipate that these inspection and reporting requirements will be triggered. The following recommendations are related to general erosion potential and mitigation. The erosion potential of the site soils is high. The most effective erosion control measure is the maintenance of adequate ground cover. Maintaining cover measures atop disturbed ground provides the greatest reduction to the potential generation of turbid runoff and sediment transport. During the local wet season (October 1st through March 315t), exposed soil should not remain uncovered for more than 2 days unless it is actively being worked. Ground-cover measures can include erosion control matting, plastic sheeting, straw mulch, crushed rock or recycled concrete, or mature hydroseed. gli Some fine-grained surface soils are the result of natural weathering processes that have broken down parent materials into their mineral components. These mineral components can have an um inherent electrical charge. Electrically charged mineral fines will attract oppositely charged particles and can combine (flocculate) to form larger particles that will settle out of suspension. The sediments produced during the recent glaciation of Puget Sound are, however, most commonly the suspended soils that are carried by site storm water. The fine-grained fraction of the glacially derived soil is referred to as "rock flour," which is primarily a silt-sized particle with no electrical charge. These particles, once suspended in water, may have settling times in periods of months. ru November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. I3WG/tb-KE100287A2-ProjectsL01002871KEIWP Page 9 wu mow Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Geologic Hazards and Mitigations Therefore, the flow length within a temporary sediment control trap or pond has virtually no effect on the water quality of the discharge, since it will not settle out of suspension in the time it takes to flow from one end of the pond to the other. Reduction of turbidity from a construction site is almost entirely a function of cover measures and flow control. Temporary sediment traps and ponds are necessary to control the release rate of the runoff and to provide a catchment for sand-sized and larger soil particles, but are very ineffective at reducing the turbidity of the runoff. To mitigate the erosion hazards and potential for off-site sediment transport, we recommend the following: 1. The winter performance of a site is dependent on a well-conceived plan for control of .+i site erosion and storm water runoff. It is easier to keep the soil on the ground than to remove it from storm water. The owner and the design team should include adequate ground-cover measures, access roads, and staging areas in the project bid to give the 1111 selected contractor a workable site. The selected contractor needs to be prepared to implement and maintain the required measures to reduce the amount of exposed ground. A site maintenance plan should be in place in the event storm water turbidity measurements are greater than the Ecology standards. 2. All TESC measures for a given area, to be graded or otherwise worked, should be installed prior to any activity within that area. The recommended sequence of construction within a given area would be to install sediment traps and/or ponds and establish perimeter flow control prior to starting mass grading. 3. During the wetter months of the year, or when large storm events are predicted during the summer months, each work area should be stabilized so that if showers occur, the work area can receive the rainfall without excessive erosion or sediment transport. The required measures for an area to be "buttoned-up" will depend on the time of year and the duration the area will be left un-worked. During the winter months, areas that are to be left un-worked for more than 2 days should be mulched or covered with plastic. During the summer months, stabilization will usually consist of seal-rolling the subgrade. Such measures will aid in the contractor's ability to get back into a work area after a storm event. The stabilization process also includes establishing temporary storm water conveyance channels through work areas to route runoff to the approved treatment facilities. .ir IN November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE100287A2-Projects1201002871KEIWP Page 10 ■11 Subsurface Exploration, Preliminary Geotechnical Wr Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Geologic Hazards and Mitigations ` 4. All disturbed areas should be revegetated as soon as possible. If it is outside of the growing season, the disturbed areas should be covered with mulch, as recommended in the erosion control plan. Straw mulch provides the most cost-effective cover measure and can be made wind-resistant with the application of a tackifier after it is placed. 5. Surface runoff and discharge should be controlled during and following development. Uncontrolled discharge may promote erosion and sediment transport. Under no circumstances should concentrated discharges be allowed to flow over significant slopes. 6. Soils that are to be reused around the site should be stored in such a manner as to reduce erosion from the stockpile. Protective measures may include, but are not limited to, covering with plastic sheeting, the use of low stockpiles in flat areas, or the use of straw bales/silt fences around pile perimeters. During the period between mi. October 1st and March 3151, these measures are required. 7. On-site erosion control inspections and turbidity monitoring should be performed in accordance with Ecology requirements. Weekly and monthly reporting to Ecology should be performed on a regularly scheduled basis. TESC monitoring should be part of the weekly construction team meetings. Temporary and permanent erosion control and drainage measures should be adjusted and maintained, as necessary, at the time of construction. It is our opinion that with the proper implementation of the TESC plans and by field-adjusting appropriate mitigation elements (BMPs) during construction, as recommended by the erosion control inspector, the potential adverse impacts from erosion hazards on the project may be mitigated. rr November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. l3WG/tb-KE100287A2-Projects1201002871KE{WP Page 11 11111 misommoommor rirl Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Preliminary Design Recommendations III. PRELIMINARY DESIGN RECOMMENDATIONS 8.0 INTRODUCTION Some portions of the site are underlain by a layer of surficial existing fill that is loose and variable. Existing fill is not suitable for support of new foundations and warrants remedial preparation where it occurs below paving and similar lightly loaded structures. Structural fill or native sediments are suitable for support of shallow foundations, floor slabs, and paving with proper preparation. 9.0 SITE PREPARATION Existing foundations, floor slabs, paving, buried utilities, vegetation, topsoil, and any other deleterious materials should be removed where they are located below planned construction areas. All disturbed soils resulting from demolition activities should be removed to expose underlying undisturbed native sediments and replaced with structural fill, as needed. All excavations below final grade made for demolition activities should be backfilled, as needed, with structural fill. Erosion and surface water control should be established around the clearing limits to satisfy local requirements. Once demolition has been completed, existing fill should be addressed. The observed fill depth in EB-7 was approximately 7 feet below existing grade. We anticipate that existing fill will also be present below and around the existing building, and associated with buried utilities. We recommend that existing fill be removed from below areas of planned foundations to expose underlying undisturbed native sediments, followed by restoration of the planned foundation grade with structural fill. Removal of existing fill should extend laterally beyond the building footprint by a distance equal to the depth of overexcavation. For example, if existing fill is removed to a depth of 2 feet below a planned footing area, the excavation should also extend laterally 2 feet beyond the footing limits. Care should be taken not to disturb support soils of existing foundations of structures that will remain. Support soils should be considered those soils within a prism projected downward and outward from existing footings at inclinations of 1H:IV (Horizontal:Vertical). Where existing fill is removed and replaced with structural fill, conventional shallow foundations may be used for building support. .n November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE100287A2-Projects1201002871KEIWP Page 12 Iri Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Preliminary Design Recommendations ■r 9.1 Site Drainage and Surface Water Control The site should be graded to prevent water from ponding in construction areas and/or flowing into excavations. Exposed grades should be crowned, sloped, and smooth drum-rolled at the end of each day to facilitate drainage. Accumulated water must be removed from subgrades and work areas immediately prior to performing further work in the area. Equipment access may be limited, and the amount of soil rendered unfit for use as structural fill may be greatly increased, if drainage efforts are not accomplished in a timely sequence. If an effective drainage system is not utilized, project delays and increased costs could be incurred due to the greater quantities of wet and unsuitable fill, or poor access and unstable conditions. Our exploration borings did not encounter substantial free ground water at the time of exploration. We anticipate that perched ground water could be encountered in excavations completed during construction. We do not anticipate the need for extensive dewatering in advance of excavations. The contractor should be prepared to intercept any ground water seepage entering the excavations and route it to a suitable discharge location. Final exterior grades should promote free and positive drainage away from the buildings at all times. Water must not be allowed to pond or to collect adjacent to foundations or within the immediate building area. We recommend that a gradient of at least 3 percent for a minimum distance of 10 feet from the building perimeters be provided, except in paved locations. In paved locations, a minimum gradient of 1 percent should be provided, unless provisions are included for collection and disposal of surface water adjacent to the structures. 9.2 Subgrade Protection To the extent that it is possible, existing pavement should be used for construction staging areas. If building construction will proceed during the winter, we recommend the use of a working surface of sand and gravel, crushed rock, or quarry spalls to protect exposed soils, particularly in areas supporting concentrated equipment traffic. In winter construction staging areas and areas that will be subjected to repeated heavy loads, such as those that occur during construction of masonry walls, a minimum thickness of 12 inches of quarry spalls or 18 inches of pit run sand and gravel is recommended. If subgrade conditions are soft and silty, a geotextile separation fabric, such as Mirafi 500x or approved equivalent, should be used between the subgrade and the new fill. For building pads where floor slabs and foundation construction will be completed in the winter, a similar working surface should be used, composed of at least 6 inches of pit run sand and gravel or crushed rock. Construction of working surfaces from advancing fill pads could be used to avoid directly exposing the subgrade soils to vehicular traffic. November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE100287A2-Projects1201002871KEIWP Page 13 Subsurface Exploration, Preliminary Geotechnical Engineering, and Infiltration Feasibility Report Proposed Early Childhood Center g� g. .� Renton, Washington Preliminary Design Recommendations Foundation subgrades may require protection from foot and equipment traffic and ponding of runoff during wet weather conditions. Typically, compacted crushed rock or a lean-mix concrete mat placed over a properly prepared subgrade provides adequate subgrade protection. Nil Foundation concrete should be placed and excavations backfilled as soon as possible to protect the bearing surface. 9.3 Proof-Rolling and Subgrade Compaction Following the recommended demolition, site stripping, and planned excavation, the stripped subgrade within the building areas should be proof-rolled with heavy, rubber-tired construction equipment, such as a fully loaded tandem-axle dump truck. Proof-rolling should be performed prior to structural fill placement or foundation excavation. The proof-roll should be monitored by the geotechnical engineer so that any soft or yielding subgrade soils can be identified. Any soft/loose, yielding soils should be removed to a stable subgrade. The subgrade should then be scarified, adjusted in moisture content, and recompacted to the required density. Proof-rolling should only be attempted if soil moisture contents are at or near optimum moisture content. Proof-rolling of wet subgrades could result in further degradation. Low areas and excavations may then be raised to the planned finished grade with compacted structural fill. Subgrade preparation and selection, placement, and compaction of structural fill should be performed under engineering-controlled conditions in accordance with the project specifications. 9.4 Overexcavation/Stabilization Construction during extended wet weather periods could create the need to overexcavate exposed soils if they become disturbed and cannot be recompacted due to elevated moisture content and/or weather conditions. Even during dry weather periods, soft/wet soils, which ski may need to be overexcavated, may be encountered in some portions of the site. If overexcavation is necessary, it should be confirmed through continuous observation and testing by Associated Earth Sciences, Inc. (AESI). Soils that have become unstable may require remedial measures in the form of one or more of the following: 1. Drying and recompaction. Selective drying may be accomplished by scarifying or Iw windrowing surficial material during extended periods of dry and warm weather. 2. Removal of affected soils to expose a suitable bearing subgrade and replacement with compacted structural fill. 3. Mechanical stabilization with a coarse-crushed aggregate compacted into the subgrade, possibly in conjunction with a geotextile. 4. Soil/cement admixture stabilization. November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWC/tG-K610028742-Projects 120100287I KEI WP Page 14 mil AO Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Preliminary Design Recommendations 9.5 Wet Weather Conditions If construction proceeds during an extended wet-weather construction period and the moisture- sensitive site soils become wet, they will become unstable. Therefore, the bids for site grading operations should be based upon the time of year that construction will proceed. It is expected that in wet conditions additional soils may need to be removed and/or other stabilization methods used, such as a coarse crushed-rock working mat, to develop a stable condition if silty subgrade soils are disturbed in the presence of excess moisture. The severity of construction disturbance will be dependent, in part, on the precautions that are taken by the contractor to protect the moisture- and disturbance-sensitive site soils. If overexcavation is necessary, it should be confirmed through continuous observation and testing by a representative of our firm. 9.6 Temporary and Permanent Cut Slopes In our opinion, stable construction slopes should be the responsibility of the contractor and should be determined during construction. For estimating purposes, however, we anticipate that temporary, unsupported cut slopes in the existing fill can be made at a maximum slope of 1.5H:1V or flatter. Temporary slopes in unsaturated advance outwash sediments and lodgement till may be planned at 1H:1V. As is typical with earthwork operations, some sloughing and raveling may occur, and cut slopes may have to be adjusted in the field. If ground water seepage is encountered in cut slopes, or if surface water is not routed away from temporary cut slope faces, flatter slopes will be required. In addition, WISHA/OSHA 41111 regulations should be followed at all times. Permanent cut and structural fill slopes that are not intended to be exposed to surface water should be designed at inclinations of 2H:1V or flatter. All permanent cut or fill slopes should be compacted to at least 95 percent of the modified Proctor maximum dry density, as determined by ASTM:D 1557, and the slopes should be protected from erosion by sheet plastic until vegetation cover can be established during favorable weather. 9.7 Frozen Subgrades aim If earthwork takes place during freezing conditions, all exposed subgrades should be allowed to thaw and then be recornpacted prior to placing subsequent lifts of structural fill or foundation components. Alternatively, the frozen material could be stripped from the subgrade to reveal unfrozen soil prior to placing subsequent lifts of fill or foundation components. The frozen soil should not be reused as structural fill until allowed to thaw and adjusted to the proper moisture content, which may not be possible during winter months. 01111 November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/Ib—KE100287A2-Projects1201 00 28 71KEIWP Page 15 Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Preliminary Design Recommendations rw 10.0 STRUCTURAL FILL All references to structural fill in this report refer to subgrade preparation, fill type and placement, and compaction of materials, as discussed in this section. If a percentage of compaction is specified under another section of this report, the value given in that section should be used. 1111 After stripping, planned excavation, and any required overexcavation have been performed to the satisfaction of the geotechnical engineer, the upper 12 inches of exposed ground in areas to receive fill should be recompacted to 90 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. If the subgrade contains silty soils and too much moisture, adequate recompaction may be difficult or impossible to obtain and should probably lr,r not be attempted. In lieu of recompaction, the area to receive fill should be blanketed with washed rock or quarry spalls to act as a capillary break between the new fill and the wet subgrade. Where the exposed ground remains soft and further overexcavation is impractical, placement of an engineering stabilization fabric may be necessary to prevent contamination of the free-draining layer by silt migration from below. After recompaction of the exposed ground is tested and approved, or a free-draining rock course is laid, structural fill may be placed to attain desired grades. Structural fill is defined as non-organic soil, acceptable to the geotechnical engineer, placed in maximum 8-inch loose lifts, with each lift being compacted to 95 percent of the modified Proctor maximum density using ASTM:D 1557 as the standard. Use of soils from the site in structural fill applications is acceptable if the material meets the project specifications for the intended use, and if specifically allowed by project specifications. In the case of roadway and utility trench filling, the backfill should be placed and compacted in accordance with current City of Renton codes 11111 and standards. The top of the compacted fill should extend horizontally outward a minimum distance of 3 feet beyond the locations of the roadway edges before sloping down at an angle of 2H:1V. The contractor should note that any proposed fill soils must be evaluated by AESI prior to their use in fills. This would require that we have a sample of the material 72 hours in advance to perform a Proctor test and determine its field compaction standard. Soils in which the amount of fine-grained material (smaller than the No. 200 sieve) is greater than approximately 5 percent (measured on the minus No. 4 sieve size) should be considered moisture-sensitive. 001 Use of moisture-sensitive soil in structural fills should be limited to favorable dry weather conditions, and is only permitted if specifically allowed by project plans and specifications. The native and existing fill soils present on-site contained significant amounts of silt and are considered highly moisture-sensitive. In addition, construction equipment traversing the site when the soils are wet can cause considerable disturbance. If fill is placed during wet weather November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE100287A2-Projects1201002871KE1WP Page 16 - -4 dre Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Preliminary Design Recommendations or if proper compaction cannot be obtained, a select import material consisting of a clean, free- draining gravel and/or sand should be used. Free-draining fill consists of non-organic soil with the amount of fine-grained material limited to 5 percent by weight when measured on the minus No. 4 sieve fraction with at least 25 percent retained on the No. 4 sieve. A representative from our firm should inspect the stripped subgrade and be present during placement of structural fill to observe the work and perform a representative number of in-place density tests. In this way, the adequacy of the earthwork may be evaluated as filling progresses, and any problem areas may be corrected at that time. It is important to understand that taking random compaction tests on a part-time basis will not assure uniformity or acceptable performance of a fill. As such, we are available to aid the District in developing a suitable monitoring and testing program. 11.0 FOUNDATIONS Spread footings may be used for building support when founded directly on undisturbed lodgement till, advance outwash, or on structural fill placed above suitable native deposits, as previously discussed. We recommend that an allowable bearing pressure of 3,000 pounds per square foot (psf) be used for design purposes, including both dead and live loads. An increase 40 of one-third may be used for short-term wind or seismic loading. Higher foundation soil bearing pressures are possible for foundations supported entirely on undisturbed lodgement till and advance outwash, however, we do not expect that higher bearing pressures will be needed. If higher foundation soil bearing pressures are needed, we should be allowed to offer situation- specific recommendations. vii Perimeter footings should be buried at least 18 inches into the surrounding soil for frost protection. However, all footings must penetrate to the prescribed bearing stratum, and no footing should be founded in or above organic or loose soils. All footings should have a minimum width of 18 inches. It should be noted that the area bound by lines extending downward at 1H:1V from any footing must not intersect another footing or intersect a filled area that has not been compacted to at least 95 percent of ASTM:D 1557. In addition, a 1.5H:1V line extending down from any footing must not daylight because sloughing or raveling may eventually undermine the footing. Thus, footings should not be placed near the edge of steps or cuts in the bearing soils. air Anticipated settlement of footings founded as described above should be on the order of 3/a inch or less. However, disturbed soil not removed from footing excavations prior to footing placement could result in increased settlements. All footing areas should be inspected by AESI November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. DWG/tb-KE100287A2-Projects 2 01 002 8 71KE1WP Page 17 rI1Yt Subsurface Exploration, Preliminary Geotechnical Engineering, and Infiltration Feasibility Report Proposed Early Childhood Center g� g� fi Renton, Washington Preliminary Design Recommendations prior to placing concrete to verify that the design bearing capacity of the soils has been attained alai and that construction conforms to the recommendations contained in this report. Such inspections may be required by the governing municipality. Perimeter footing drains should be provided, as discussed under the "Drainage Considerations" section of this report. 11.1 Drainage Considerations Foundations should be provided with foundation drains. Drains should consist of rigid, perforated, polyvinyl chloride (PVC) pipe surrounded by washed pea gravel. The drains should be constructed with sufficient gradient to allow gravity discharge away from the proposed buildings. Roof and surface runoff should not discharge into the footing drain system, but should be handled by a separate, rigid, tightline drain. In planning, exterior grades adjacent to walls should be sloped downward away from the proposed structures to achieve surface drainage. rr 12.0 FLOOR SUPPORT Floor slabs can be supported on suitable native sediments, or on structural fill placed above suitable native sediments. Floor slabs should be cast atop a minimum of 4 inches of clean, washed, crushed rock or pea gravel to act as a capillary break. Areas of subgrade that are disturbed (loosened) during construction should be compacted to a non-yielding condition prior to placement of capillary break material. Floor slabs should also be protected from dampness sa by an impervious moisture barrier at least 10 mils thick. The moisture barrier should be placed between the capillary break material and the concrete slab. 1111 13.0 FOUNDATION WALLS All backfill behind foundation walls or around foundation units should be placed as per our recommendations for structural fill and as described in this section of the report. Horizontally backfilled walls, which are free to yield laterally at least 0.1 percent of their height, may be designed using an equivalent fluid equal to 35 pounds per cubic foot (pcf). Fully restrained, horizontally backfilled, rigid walls that cannot yield should be designed for an equivalent fluid of 50 pcf. Walls with sloping backfill up to a maximum gradient of 2H:1V should be designed • using an equivalent fluid of 55 pcf for yielding conditions or 75 pcf for fully restrained conditions. If parking areas are adjacent to walls, a surcharge equivalent to 2 feet of soil should be added to the wall height in determining lateral design forces. "` November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. Pa e18 BWG/Jb-KE100287A2-Projects120I002871KEIWP g drr Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Preliminary Design Recommendations err As required by the 2009 IBC, retaining wall design should include a seismic surcharge pressure in addition to the equivalent fluid pressures presented above. Considering the site am soils and the recommended wall backfill materials, we recommend a seismic surcharge pressure of 5H and 10H psf, where H is the wall height in feet, for the "active" and "at-rest" loading conditions, respectively. The seismic surcharge should be modeled as a rectangular distribution with the resultant applied at the midpoint of the walls. The lateral pressures presented above are based on the conditions of a uniform backfill consisting of excavated on-site soils, or imported structural fill compacted to 90 percent of ASTM:D 1557. A higher degree of compaction is not recommended, as this will increase the pressure acting on the walls. A lower compaction may result in settlement of the slab-on-grade MI or other structures supported above the walls. Thus, the compaction level is critical and must be tested by our firm during placement. Surcharges from adjacent footings or heavy construction equipment must be added to the above values. Perimeter footing drains should be "" provided for all retaining walls, as discussed under the "Drainage Considerations" section of this report. mei It is imperative that proper drainage be provided so that hydrostatic pressures do not develop against the walls. This would involve installation of a minimum, 1-foot-wide blanket drain to within 1 foot of finish grade for the full wall height using imported, washed gravel against the walls. 13.1 Passive Resistance and Friction Factors Lateral loads can be resisted by friction between the foundation and the natural glacial soils or supporting structural fill soils, and by passive earth pressure acting on the buried portions of the foundations. The foundations must be backfilled with structural fill and compacted to at least 95 percent of the maximum dry density to achieve the passive resistance provided below. We recommend the following allowable design parameters: • Passive equivalent fluid = 250 pcf • Coefficient of friction = 0.30 14.0 PAVEMENT RECOMMENDATIONS Pavement areas should be prepared in accordance with the "Site Preparation" section of this report. If the stripped native soil or existing fill pavement subgrade can be compacted to 95 percent of ASTM:D 1557 and is firm and unyielding, no additional overexcavation is am November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE100287A2-Project.s1201002871KEIWP Page 19 irr Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Preliminary Design Recommendations required. Soft or yielding areas should be overexcavated to provide a suitable subgrade and backfilled with structural fill. The pavement sections included in this report section are for driveway and parking areas on- site, and are not applicable to right-of-way improvements. At this time, we are not aware of any planned right-of-way improvements, however, if any new paving of public streets is required, we should be allowed to offer situation-specific recommendations. The exposed ground should be recompacted to 95 percent of ASTM:D 1557. If required, structural fill may then be placed to achieve desired subbase grades. Upon completion of the recompaction and structural fill, a pavement section consisting of 21/2 inches of asphaltic concrete pavement (ACP) underlain by 4 inches of 11/4-inch crushed surfacing base course is the recommended minimum in areas of planned passenger car driving and parking. In heavy traffic areas, a minimum pavement section consisting of 3 inches of ACP underlain by 2 inches of 5/s-inch crushed surfacing top course and 4 inches of 11/4-inch crushed surfacing base course + r is recommended. The crushed rock courses must be compacted to 95 percent of the maximum density, as determined by ASTM:D 1557. All paving materials should meet gradation criteria contained in the current Washington State Department of Transportation (WSDOT) Standard MN Specifications. Depending on construction staging and desired performance, the crushed base course material may be substituted with asphalt treated base (ATB) beneath the final asphalt surfacing. The substitution of ATB should be as follows: 4 inches of crushed rock can be substituted with 3 inches of ATB, and 6 inches of crushed rock may be substituted with 4 inches of ATB. ATB should be placed over a native or structural fill subgrade compacted to a minimum of 95 percent relative density, and a 1' - to 2-inch thickness of crushed rock to act as a working surface. If ATB is used for construction access and staging areas, some rutting and disturbance of the ATB surface should be expected. The general contractor should remove affected areas and replace them with properly compacted ATB prior to final surfacing. 15.0 PROJECT DESIGN AND CONSTRUCTION MONITORING .o Our report is preliminary since project plans had not been developed at the time this report was written. We recommend that AESI perform a geotechnical review of the plans prior to final rr design completion. In this way, we can confirm that our earthwork and foundation recommendations have been properly interpreted and implemented in the design. .rr November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE100287A2-Projects1201002871KEIWP Page 20 "'�' Subsurface Exploration, Preliminary Geotechnical Proposed Early Childhood Center Engineering, and Infiltration Feasibility Report Renton, Washington Preliminary Design Recommendations err We are also available to provide geotechnical engineering and monitoring services during construction. The integrity of the foundation system depends on proper site preparation and MNconstruction procedures. In addition, engineering decisions may have to be made in the field in the event that variations in subsurface conditions become apparent. Construction monitoring services are not part of this current scope of work. If these services are desired, please let us know, and we will prepare a cost proposal. We have enjoyed working with you on this study and are confident that these recommendations ++� will aid in the successful completion of your project. If you should have any questions or require further assistance, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington p. MERR -JP�� WARN//1'0 1-`.., 41411. ✓h � a IL/+Illt ', 23580 p = <C" 'G(STE`" f /7 S'°NAt- . .:. 61 / Bruce W. Guenzler, L.E.G. Kurt D. Merriman, P.E. aim Project Geologist Principal Engineer �. Attachments: Figure 1: Vicinity Map Figure 2: Site and Exploration Plan Appendix: Exploration Logs Laboratory Testing Results November 18, 2010 ASSOCIATED EARTH SCIENCES, INC. 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MI on v p Well-graded gravel and Terms Describing Relative Density and Consistency O° GW gravel with sand,little to 12> ut 2 0000t Density SPT blows/foot 41I1 N LL c o o no fines Very Loose 0 to 4 m P°,ro„ Coarse- Loose 4 to 10 > o e>i 00000 Poorly-graded gravel Grained Soils U� yB00o0o Gp Medium Dense 10 to 30 and gravel with sand, Test Symbols 0 0 .r 000.0 Dense 30 to 50 sr o v o 00000 little to no fines Very Dense >50 G =Grain Size e Z o0000 M = Moisture Content z : °c -0 ° 0" 0� Silty gravel and silty Consistency SPTlziblows/foot A=Atterberg Limits o 0 " �" GM Very Soft 0 to 2 C =Chemical c y t gravel with sand Fine- -0 •a d "0" 0 Soft 2 to 4 DO=Dry Density se m ii U, Grained Soils Medium Stiff 4 to 8 K=Permeability :° 2tYe cu T, i Stiff 8 to 15 - ..�.: Clayey gravel and Very Stiff 15 to 30 ^� �!;! GC clayey gravel with sand Hard >30 e Pr; GC Y Y ma AI' to 0 Component Definitions c o c Well-graded sand and Descriptive Term Size Range and Sieve Number ° •: sand withgravel,little m � �. ��:�:�:�:• SW Boulders Larger than 12" ° ` a, Cobbles 3"to 12" sr 2 u- c: •:- - to no fines Gravel 3"to No.4(4.75 mm) In a Poorly-graded d f0 > y-g sand Coarse Gravel 3"to 3/4" cn CJ 2? - SP and sand with gravel, Fine Gravel 3/4"to No.4(4.75 mm) 0tie o e- little to no fines d Sand No.4(4.75 mm)to No.200(0.075 mm) 0 Coarse Sand No.4(4.75 mm)to No.10(2.00 mm) N o co N Silty sand and Medium Sand No.10(2.00 mm)to No.40(0,425 mm) v, SM silty sand with Fine Sand No.40(0.425 mm)to No.200(0A75 mm) us o o ti i gravel Silt and Clay Smaller than No.200(0.075 mm) In ��,�. Clayey sand and (3)Estimated Percentage Moisture Content co SC clayey sand with gravel e Percenta byDry-Absence of moisture,dusty,dry Weight to the e touch Silt,sandy silt,gravelly silt, Trace <5 Slightly Moist-Perceptible >a o ML silt with sand or gravel Few 5 to 10 moisture ar n Little 15 to 25 Moist-Damp but no visible °is '65 �,a _ _ With -Non-primary coarse water oCN4 coo pJ Clay of low to medium constituents: > 15% Very Moist-Water visible but 6 c w CL plasticity;silty,sandy,or Fines content between not free draining , m•- gravelly clay,lean clay 5%and 15% Wet-Visible free water,usually ma ( fp - from below water table a — Organic clay or silt of low Symbolscr = OL plasticity Blows/6"or Sampler portion of 6" - - clayey s c silt, Type Cement grout ° / surface seal Elasti ilt, silt 2 0"OD Sampler Type with micaceous or % ;5 Description entonite o E MH Split-Spoon A„ (4) seal mg ° diatomaceous fine sand or Sampler 3.0"OD Split-Spoon Sam Sampler •N ; silt �� p - :_ Filter pack with o s o P (SPA3.25"OD 5 lit-5 oon Rin Sam ler ta) :- c.blank casinClay of high plasticity, p pg p Q;_ :sectiong a m CH Lo sandy or gravelly clay,fat Bulk sample I3.0"OD Thin-Wall Tube Sampler = Screened casing imul aE clay with sand or gravel (including Shelby tube) : or Hydrotip r7 =':with filter pack 0 •- -o Grab Sample V c Q %,-7/ Organic clay or silt of Q Portion not recovered r' End cap 12 :' i/;;! OH medium to high t,l t �i/�/./ methPercentage by dry weight 14f Depth of ground water ii ii plasticity 121 (SPT)Standard Penetration Test l -- (ASTM D 1586) .t ATD=At time of drilling ° :%� Peat,muck and other ta) SZ Static water level(date) -> c y � In General Accordance with o,o,o ::::_ PT highly organic soils Standard Practice for Description (5) Combined USCS symbols used for iirs = o and Identification of Soils(ASTM D-2488) fines between 5%and 15% ----- - -- JClassifications of soils in this report are based on visual field and/or laboratory observations,which include density/consistency,moisture condition,grain size,and plasticity estimates and should not be construed to imply field or laboratory testing unless presented herein.Visual-manual and/or laboratory classification o methods of ASTM D-2487 and D-2488 were used as an identification guide for the Unified Soil Classification System. No 5 Associated Earth Sciences, Inc. mi o "AiiP ,¢ EXPLORATION LOG KEY FIGURE Al . 3._. tro mo Associated Earth Sciences,Inc. Geologic & Monitoring Well Construction Log Project Number Well Number Sheet v KE100287A EB-1 1 of 2 Project Name Early Childhood Center Location Renton, WA so Elevation(Top of Well Casing) N/A Surface Elevation(ft) Water Level Elevation Date Start/Finish 11/11/1 11/11/10 Drilling/Equipment Boretec/Track Hole Diameter(in) 7 inches Hammer Weight/Drop 140#/30" No 4) V O r Na. N — n a) O'° A S C0 0 DESCRIPTION ow IraWELL CONSTRUCTIQN T Flush monument Grass and topsoil. , .. Concrete 2 to 0 feet - Lodgement Till ro _ Hand dug to 2 1/2 feet. k 10 18 inches recovery. Dense,very moist,mottled,gray and brown, '` T fine to coarse SAND,little silt,little fine gravel(SW-SM). No l 1 z '�% 18 stratification or structure. 5 % Bentonite chips 47 to 2 feet I 8 18 inches recovery. Becomes medium dense,mottled brown. 1 12 Subtle gradational stratification. 16 A so — Advance Outwash —10 % 1 1/4-inch PVC blank to I 20 18 inches recovery. Very dense,very moist,brown,fine to coarse ad surface 333 SAND,little to with silt,little fine gravel(SM). /j - -% 15 ' ; 1 20 18 inches recovery. Very dense,moist,brownish gray,fine SAND, , 32 few silt. Subtle gradational stratification(SP). y,. 38 ill - %% Ili —20 , 35 18 inches recovery. Grades with trace fine gravel. _ - 34 % 29 MO . %- 1 Weak seepage zone(perched). —25 /. I 18 18 inches recovery. Very dense,moist to wet(varies),gray,fine to - 132 coarse SAND,few silt,interbedded with brown,fine SAND,with silt MO 50 (SP with SM). Weak seepage above brown,fine sand go 4 —30 28 18 inches recovery. Very dense,moist,gray,fine to medium SAND, - j! 35 trace to few silt(SP), - 43 - i„ - WI r o %% w-35 4, is .3- 28 As above. %% 35 1- %%< - 28 0 o /j rr E o ;. Sampler Type(ST): or m 2"OD Split Spoon Sampler(SPT) 0 No Recovery M - Moisture Logged by: BWG l 3"OD Split Spoon Sampler(D&M) L Ring Sample V Water Level 0 Approved by: E Grab Sample C1 Shelby Tube Sample 1 Water Level at time of drilling(ATD) rir Associated Earth Sciences,Inc. Geologic & Monitoring Well Construction Log Project Number Well Number Sheet KE100287A EB-1 2 of 2 Project Name Early Childhood Center Location Renton, WA Elevation(Top of Well Casing) N/A Surface Elevation(ft) Water Level Elevation Date Start/Finish 11/11/10 11/11/10 Drilling/Equipment Boretec/Track Hole Diameter(in) 7 inches Hammer Weight/Drop 140#/30" m .0 > U i _. .a n C Q E o WELL CONSTRUCTION T u' DESCRIPTION 3a 18 inches recovery. Trace fine gravel concentrated in zones 1-inch kro thick. 45 zz; is —45 28 18 inches recovery. Trace gravel becomes more evenly distributed. - 35 38 Colorado#10-20 60 to 47 feet —50 j 24 18 inches recovery, Grades without gravel. 1 1/4-inch PVC screen 1 40 50 0.020-inch slot 60 to 50 feet —55 2g 18 inches recovery as above. - 4t 50 sYli _= _ —60 28 18 inches recovery. Gradation as above. Well Tag#BBB 965 - 32 — 34 —Boring terminated at 61 1/2 feet on 11/11/10 ll —65 — its —70 — hilt a -75 — F 0 it 0 all m Sampler Type(ST): 2"OD Split Spoon Sampler(SPT) J No Recovery M - Moisture Logged by: BWG m 3"OD Split Spoon Sampler(D&M) Ring Sample Q Water Level 0 Approved by: ® Grab Sample Shelby Tube Sample T. Water Level at time of drilling(ATD) Ill Associated Earth Sciences,Inc. Exploration Log Exploration Number Sheet 1 of 1 Project Number EB 2 I' I I ;rk KE100287A Project Name _Early Childhood Center Ground Surface Elevation(ft) N/A Mk Location Renton, WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 1 1/1 1/10 11/11/10 Hammer Weight/Drop 140#/30" Hole Diameter(in) 7 inrhts ialli En _ O N m s o sa —iv —IN Blows/Foot 1- a E E >, o e Ealul ° T `� DESCRIPTION " 10 20 30 40 Grass and topsoil. Lodgement Till hiit Hand dug to 2 feet. 18 inches recovery. Dense,moist,mottled,gray,fine to coarse SAND, 13 A34 S-1 with silt,little fine gravel(SM). No stratification. 17 17 ill — 5 — 18 inches recovery, Gradation as above. 13 ` S-2 22 49 — 27 — 10 — 10 inches recovery. Becoming gray and less mottled, 16 illik S-3 35 Awe!,50/8' IN Advance Outwash 15 — 18 inches recovery. Dense,moist,brownish gray,fine SAND,little fine 13 S-4 gravel and silt(SM). Gradational stratification 16 A33 - — 20 illl OM — 20 — 18 inches recovery. Very dense,moist,gray,fine SAND,few silt(SP), No 18 S-5 stratification. 25 55 — ---- 30 Bottom of exploration boring at 21 1/2 feet — 25 isi Iii 30 OM k o— 35 at 0 N_ EE Oilm_ 0 Z a a Sampler Type(ST): c,9 or C 2"OD Split Spoon Sampler(SPT) EI No Recovery M-Moisture Logged by: BWG Ring �Z Water Level Approved by: o m 3"OD Split Spoon Sampler(D&M) a Sample 0 00 ® Grab Sample = Shelby Tube Sample -1 Water Level at time of drilling(ATD) um a Associated Earth Sciences,Inc Exploration Log f Project Number Exploration Number Sheet KE100287A EB-3 1 of 1 Project Name EarlyChildhood Center Ground Surface Elevation(ft) N/A Location Renton, WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 11/11/10,11/11/10 Hammer Weight/Drop 140#/30" Hole Diameter(in) 7 inches a�V O O >at 1E-Q N a S , E o Blows/Foot as 8 c9 cn T DESCRIPTION " g m • 10 20 30 40 ',2 inches asphalt paving. - Lodgement Till aim 18 inches recovery. Very dense,moist,mottled,gray,fine to coarse 24 S-1 SAND,little fine gravel(SM). No stratification. 36 A72 36 - 5 — 18 inches recovery Gradation as above. Becoming brown. 17 S-2 27 A57 — 30 a me — 10 — S 3 18 inches recovery. Very dense,moist,gray,fine to medium SAND,few t4 fine gravel,trace silt(SP). No stratification. 26 A64 38 (Weak seepage zone) - 15 Very dense,very moist to wet,brown,fine SAND,with silt(SM). No 17 S-4 stratification. 27 A54 — 27 aW1i — 20 — Very dense,moist,gray,fine to medium SAND,trace silt and fine gravel 17 S-5 (SP). No stratification, 24 A51 _ 27 Bottom of exploration boring at 21 1/2 feet a — 25 a — 30 �rur r o— 35 0 N E m_ wru N. Sampler Type(ST): 8 r_� 2"OD Split Spoon Sampler(SPT) Q No Recovery M-Moisture Logged by: BWG LL 3"OD Split Spoon Sampler(D&M) Ii Ring Sample SZ Water Level() Approved by: rrs a t Water Level at time of drilling(ATD) ® Grab Sample Q Shelby Tube Sample milk Associated Earth Sciences,Inc. Exploration Log ille Project Number Exploration Number Sheet ;x 1 KE100287A EB-4 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A rrr Location Renton,WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 1 1/11/1 O 11/1 1/1 O Hammer Weight/Drop 140#/30" Hole Diameter(in) 7 inches Ill C N N N O N .to N U) a — �, Blows/Foot t- °� L� Blows/Foot t E EE nr o at m -- c Ili 0 S r7 rn o m T DESCRIPTION 10 20 30 40 —1 1 1/2 inches asphalt paving. Lodgement Till MK I` 18 inches recovery. Very dense,moist,brown,fine to coarse SAND,with 22 S-1 silt,little fine to coarse gravel (SM). No stratification. 38 A88 50 50/8 Ai 5 ii S-2 2 inches recovery. Blowcount overstated- Gradation as above based on Ai recovery and cuttings. MI — 10 — 18 inches recovery. Grades to with fine to coarse gravel(SM). 12 32 A72 Nil S 3— 40 Advance Outwash wii — 15 — 18 inches recovery. Very dense,moist,brown,fine SAND,few silt,trace 29 - S-4 fine gravel(SP). Gradational stratification,primarily of gravel fraction. 40 A80 — 40 20 18 inches recovery. To 21 feet gradation as above. Below 21 feet dense, 16 S-5 moist,gray,fine to medium SAND,trace silt(SP). 22 A47 — 25 Bottom of exploration boring at 21 1/2 feet — 25 rll — 30 i111 0— 35 0 N_ ,r W- E 0 z 0a Sampler Type(ST). 0 I 2"OD Split Spoon Sampler(SPT) _ No Recovery M-Moisture Logged by: BWG o I 3"OD Split Spoon Sampler(D&M) U Ring Sample Water Level 0 Approved by: N w f Grab Sample ElShelby Tube Sample 1 Water Level at time of drilling(ATD) a OS Associated Earth Sciences,Inc. Exploration Log Project Number Exploration Number Sheet KE100287A EB-5 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton, WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 11/11/1 f1 11/11/10 Hammer Weight/Drop 140#/30" Hole Diameter(in) 7 inches rir a) L O N C, co 0 S E a- o Blows/Foot TE .. iu N DESCRIPTION " g 10 20 30 40 _ Grass and topsoil. Lodgement Till 14 inches recovery. Very dense,moist,mottled,brown,fine to coarse 11 S-1 SAND,with silt and fine to coarse gravel(SM). No stratification 29 A62 33 — 5 — 18 inches recovery. Gradation as above- 16 S-2 30 A72 42 t- Advance Outwash — 10 18 inches recovery. Very dense,moist,brown,fine SAND,few silt(SP). 15 r S-3 Significant gradational stratification. 26 A55 29 Y11 — 15 — 18 inches recovery. Gradation as above,but without stratification. S-4 13 21 A46 41111 25 — 20 — 18 inches recovery. As above. 16 S-5 23 A52 29 Bottom of exploration boring at 21 1/2 feet — 25 rn _ cur _ — 30 rrrr _ 0— 35 0 `w- n ai_ 0 Z c9 Sampler Type(ST). o 2"OD Split Spoon Sampler(SPT) Q No Recovery M-Moisture Logged by: BWG U_ 3"OD Split Spoon Sampler(D&M) U Ring Sample Q Water Level() Approved by: _ co a a Grab Sample Q Shelby Tube Sample t Water Level at time of drilling(ATD) so Associated Earth Sciences,Inc. Exploration Log Project Number Exploration Number Sheet AI I T. Iu KE100287A EB-6 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A mil Location Renton, WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 11/11/10,11/11/10 Hammer Weight/Drop 140#130" Hole Diameter(in) 7 inches iiii C Cl) N _ O > if, N N a o - t Blows/Foot E E E 'S o N n S m Mtn m � O is ow T `� DESCRIPTION " 10 20 30 40 _ Grass and topsoil. - Lodgement Till 18 inches recovery- Dense,moist,mottled,brown,fine to coarse SAND, 13 A30 - S-1 with silt,little fine to coarse gravel(SM). No stratification. 13 17 ' — mil5 — 18 inches recovery. Gradation as above. 11 21 A42 _ S-2 21 — lb - 10 — Advance Outwash S 3 18 inches recovery. Dense,very moist,brown,fine SAND,few silt-silt 124 A443 1100 stringer 11 to 11.2 feet(SP with ML). 19 — - 15 -- 18 inches recovery. Becomes very dense. Grades with trace fine gravel. 22 S-4 Significant stratification(SP). 40 A87 — 47 imi - 20 J 18 inches recovery. Gradation as above,but minimal stratification(SP). 18 S-5 24 A54 — 30 Bottom of exploration boring at 21 1/2 feet - 25 L we - 30 IN 0- 35 MN 0 N_ N d_Iow _ 0 z a a▪ Sampler Type(ST): N - ow 0 _ 2"OD Split Spoon Sampler(SPT) � No Recovery M-Moisture Logged by: BWG V Water Level Approved by: te o I 3"OD Split Spoon Sampler(D&M) Ring Sample U ShelbyTube Sample 1 Water Level at time of drilling(ATD) u, Grab Sample ira Associated Earth Sciences,Inc. Exploration Log t. *, -{ Project Number Exploration Number Sheet KE100287A EB-7 1 of 1 arr Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton, WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish J 1/11/101 1/11/1IL._ Hammer Weight/Drop 140#/30" Hole Diameter(in) 7 inr:hr4s -O c U) O > - S Q` 3 Blows/Foot F- T ° DESCRIPTION ° 0 m 10 20 30 40 ° _ Grass and topsoil. Fill S 1 14 inches recovery, Loose,very moist, brown,fine SAND,with silt,few fine gravel(SM). 3 A- 4 nr - 5 6 inches recovery. Gradation as above. 3 S-2 4 Ag 5 Advance Outwash - 10 — 18 inches recovery. Dense,moist,brown,fine SAND,few silt,trace fine S-3 gravel(SP). Gradational stratification, 41 A30 16 - 15 — 6 inches recovery. Disturbed cuttings resemble S-3. S-4 10 23 A53 +YIII 30 - 20 — S-5 No recovery. g _ 17 A34 17 Dense,moist,gray,fine SAND,few silt(SP). No stratification. 9 S-6 14 A3 5 21 - 25 Bottom of exploration boring at 24 feet ii rr - 30 fYl _ 'O o— 35 0 N_ LLi C,- VII _ 2 Sampler Type(ST): o II 2"OD Split Spoon Sampler(SPT) ❑ No Recovery M-Moisture Logged by: BWG I 3"OD Split Spoon Sampler(D&M) II Ring Sample Water Level Q Approved by:- ff Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling(ATD) irk_ GRAIN SIZE ANALYSIS - MECHANICAL Date Project Project No. Soil Description ma 1 111 51201 0 Early Childhood Center KE100287A Tested By Location EB/EP No Depth Sand few silt trace gravel MS Onsite EB-1 S-5 20' Wt. of moisture wet sample +Tat 284.12 Total Sample Tare 395.02 as Wt.of moisture dry Sample +Tare - 268.47 Total Sample wt +tare 780.45 Wt.of Tare 99.38 Total Sample Wt 385.4 Wt. of moisture Dry Sample 169.09 Total Sample Dry Wt 352.8 as ° Moisture% Specification Requirements Sieve No. Diam. (mm) Wt. Retained (g) %Retained % Passing 100.00 Minimum Maximum 3.5 90 - ire 3 76.1 - - 100.00- 2.5 64 -_- 100.00 2 50.8 - - 100.00 - - 1.5 38.1 - 100.00 its 1 25.4 - 100.00 3/4 19 _ - - 100.00 3/8 9.51 2.12 0.60 99.40 #4 4,76 6.86 1.94 98.06 iiili #8 2.38 _ - 16.5 4.68 - 95.32 #10 - 2 - 20.98 _ 5.95 _ 94.05 - - #20 T 0.85 60.75 _ 17.22 82.78 #40 0.42 170.14 48.23 51.77 am #60 0.25 252.44 71.56 28.44 #100 0.149 288.98 81.92 18.08 #200 0.074 303.51 86.03 13.97 rig US STANDARD SIEVE NOS. 3" 3/4" NO 4 NO 16 NO 40 NO 200 illik 100 .. 80 Nil c IN a) 40 a ism 20 0 100 10 1 0 1 0.01 11111 Grain Size,mm sir foli ASSOCIATED EARTH SCIENCES, INC. 911 5th Ave,Suite 100 Kirkland,WA 98033 425-827-7701 FAX 425-827-5424 we re mi ..' GRAIN SIZE ANALYSIS - MECHANICAL do Date Project Project No. Soil Description 11/15/2010 Early Childhood Center KE100287A Tested By Location EB/EP No Depth Sand few silt trace gravel MS Onsite EB-4 S-4 ' " Wt. of moisture wet sample + Tar 350.84 Total Sample Tare 518.65 Wt.of moisture dry Sample+Tare - 328.44 Total Sample wt +tare 999.07 Wt.of Tare 97.74 Total Sample Wt 480.4 Wt.of moisture Dry Sample 230.7 Total Sample Dry Wt 437.9 Moisture% 10% Specification Requirements Sieve No. Diam. (mm) Wt. Retained(g) % Retained % Passing_ Minimum _ Maximum Ea 3.5 90 - 100.00 3 76.1 - 100.00 2.5 64 - 100.00 2 50.8 - 100.00 _ 1.5 38.1 _ - 100.00 1 25.4 _-� - 100.00 3/4 19 __ - 100.00 3/8 9.51 5.05mm � 1.15 98.85 No #4 4.76 15.68 3.58 96.42 #8 2.38 31.9 7.28 92.72 #10 2 38.06 8.69 91.31 #20 0.85 79.73 18.21 81.79 ow #40 0.42 185.25 42.30 57.70 #60 0.25 304.35 69.50 30.50 #100 0.149 357.62 81.67 18.33 #200 0.074 _ 378.18 86.36 13.64 uWt US STANDARD SIEVE NOS. 3" 3/4" NO 4 NO 16 NO 40 NO 200 Mil 100 IN iii 60 ii. AO m _ . 40 rill 0 ; es 100 10 1 0.1 0.01 Grain Size,mm iie ASSOCIATED EARTH SCIENCES, INC. 911 5th Ave,Suite 100 Kirkland,WA 98033 425-827-7701 FAX 425-827-5424 NI itW iiii GRAIN SIZE ANALYSIS - MECHANICAL Date Project Project No. Soil Description ini 11/15/2010 Early Childhood Center KE100287A Tested By Location EB/EP No Depth Sand few silt trace gravel MS Onsite EB-6 S-5 20' _. Wt. of moisture wet sample +Tar 335.45 Total Sample Tare _ 299.08 is Wt.of moisture dry Sample +Tare 315.95 Total Sample wt +tare 692.02 Wt. of Tare 100.9 Total Sample Wt 392.9 Wt. of moisture Dry Sample 215.05 Total Sample Dry Wt 360.3 e, Moisture% 9% Specification Requirements Sieve No. Diam. (mm) Wt. Retained(g) % Retained % Passing Minimum _ Maximum 3.5 90 - 100.00 rer 3 76.1 - 100.00 2.5 64 - 100.00 2 50.8 - 100.00 1.5 38.1 __ - 100.00 ili 1 � 25.4 _ - - 100.00 _ 3/8 9.51 - 100.00 #4 4.76 0.85 0.24 99.76 so #8 2.38 1.11 0.31 99.69 #10 2 4.31 1.20 98.80 #20 0.85 82.6 22.93 77.07 #40 0.42 227.05 63.02 36.98 rrf #60 0.25 304 84.38 15.62 #100 0.149 304.19 84.43 15.57 #200 0.074 329.27 91.39 8.61 __ NM US STANDARD SIEVE NOS. 3" 3/4" NO 4 NO 16 NO 40 NO 200 Illii 100 80 Mil c 60 c Ili a) o 40 a 20 mei 0 100 10 1 0 1 0.01 111 Grain Size,mm Ili ill ASSOCIATED EARTH SCIENCES, INC. 911 5th Ave,Suite 100 Kirkland,WA 98033 425-827-7701 FAX 425-827-5424 SO Associated Earth Sciences, Inc. Lin Serving the Pacific Northwest Since 1981 rr November 9, 2011 am Project No. KE100287A Renton School District c/o Greene Gasaway, PLLC P.O. Box 4158 Federal Way, Washington 98063 aga Attention: Mr. Calvin Gasaway mg Subject: Summary of.Additional Borings in Planned Playground Area Early Childhood Learning Center 1800 Index Avenue NE Renton, Washington Dear Mr. Gasaway: This letter summarizes supplementary exploration borings in the proposed new playground area associated with the above-referenced project. This work is supplementary to our earlier work on- site, which has included completion of subsurface explorations and preparation of a geotechnical engineering report dated November 18, 2010, completion of supplementary exploration borings on the north part of the site summarized in a letter dated August 17, 21011, and completion of infiltration rate testing to support site storm water design. This letter should be considered supplementary to our earlier geotechnical engineering report and addenda. am BACKGROUND Our earlier subsurface exploration program on-site identified subsurface conditions generally characterized by lodgement till that was typically on the order of 8 to 14 feet thick, underlain by advance outwash sediments that will be used as the storm water receptor. During our initial subsurface exploration program, we identified one location on the north part of the site where existing fill was present. We later completed a supplementary exploration program on the north part of the site to delineate existing fill, and identified existing fill at several locations ranging up to 8 feet below existing grades. mg Construction of a new playground complex was recently added to the project. The new playground will occupy portions of the existing school site, as well as the adjacent park. The 11.1 purpose of the additional subsurface explorations summarized in this letter is to provide subsurface information for design of the new playground. The borings also provide additional confirmation g Kirkland • Everett Tacoma 425-827-7701 425-259-0522 253-722-2992 www.aesgeo.com Early Childhood Learning Center Summary of Additional Borings in rrr Renton, Washington Planned Playground Extension to Delineate Existing Fill of the depth to the planned storm water infiltration receptor horizon, which is a valuable confirmation of stratigraphy that affects infiltration system design. ww ADDITIONAL SUBSURFACE EXPLORATIONS We completed two additional subsurface exploration borings for this phase of work labeled EB-16 and EB-17. Attached with this letter are a "Vicinity Map," Figure 1, showing the site location, and a "Site and Exploration Plan," Figure 2, which depicts all of the explorations completed on- site to date. Logs of the additional subsurface exploration borings completed for this phase of 1111 work are also attached. One should refer to our earlier reports for logs of previously completed explorations. In general, the additional exploration borings encountered very dense lodgement till and lodgement till/advance outwash transitional sediments at shallow depths, underlain by advance outwash sediments at depths of approximately 13 feet below the ground surface. At the location of exploration boring EB-16, the native soils were covered by a layer of existing fill approximately 4 feet thick. A surficial layer of sod and topsoil was encountered at each of the additional borings completed during this phase, with observed topsoil thickness of approximately 8 inches. wr CONCLUSIONS AND RECOMMENDATIONS Playground Areas - We anticipate that the planned playground structure will impose relatively light foundation loads on the subsurface soils. We recommend that existing play chips, grass, and topsoil be removed r from planned construction areas. The area should be excavated to planned subgrade elevation as needed. Once stripping any required excavation to subgrade elevation has been completed, we recommend that the existing fill be addressed. We recommend that the subgrade be proof-rolled with a loaded dump truck or other suitable equipment. If satisfactory proof-rolling results are observed, no further preparation is necessary, in our opinion. Any soft, rutting, or yielding areas may require additional preparation. Additional preparation will likely include removal and replacement of all or a portion of the yielding materials. Once the recommended site preparation procedures have been completed, we recommend that foundation and fill subgrades be compacted to 95% of the modified Proctor maximum dry density, and to a firm and unyielding condition. Structural Fill, as defined in our comprehensive geotechnical engineering report for the project, may then be placed to raise grades, as needed, to meet project goals. Areas prepared as described may be assumed to support allowable foundation loads of up to 1,500 pounds per square foot (psf) with 1 inch of allowable settlement. Higher November 9, 2011 ASSOCIATED EARTH SCIENCES, INC. BWG/th-KE100287A9-Projects120100287VKEIWP Page 2 41111 JIM Early Childhood Learning Center Summary of Additional Borings in Renton, Washington Planned Playground Extension to Delineate Existing Fill foundation soil bearing pressures are possible, but are not expected to be needed for the project as proposed. We should be allowed to offer situation-specific recommendations if higher foundation pressures are needed. Play Area Paving Below any playground paving, we recommend completing stripping and excavation to paving subgrade elevation. The resulting surface should be proof-rolled and compacted to 95% of the modified Proctor maximum dry density. Any soft, yielding, or organic areas should receive additional preparation, as dictated by field conditions at the time of construction. The paving sections recommended in our comprehensive geotechnical engineering report can then be constructed as planned. If the pavement areas will not be subjected to wheeled vehicles or maintenance equipment and will be used for playground purposes only, it would be possible to reduce the planned pavement section to 2 inches of Class 1 inch Hot Mix Asphalt above 4 inches of Crushed Surfacing Top Course if desired. , „ CLOSURE We appreciate the opportunity to submit this letter and hope that it meets your needs. If you have any questions, please do not hesitate to call. Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington j,7 inf Bruce W. Guenzler, L.E.G. Project Geologist Kur D. Merriman, P.E. Principal Engineer Attachments: Figure 1 - Vicinity Map Figure 2 - Site and Exploration Plan Subsurface Exploration Logs EB-16 and EB-17 November 9, 2011 ASSOCIATED EARTH SCIENCES, INC. BWG/tb-KE10028 74 9-Projects1201002871KEIWP Page 3 illii .Cs� t r - 'a - ,».-..d' €= d 4 t f I _! ., t I a ,----, r k.i.,.. :t i ,,.. . t. M! _ Y +n r++.w. r +Y�� t ( Q Y d T'A i tt a = t p» , ,.. .;„ ffte € ' (t . r, , <. .x , E Ir', \ 'I( ,j: E , a*a° d''.1,3( f # '^` € i - i i § a e 1 t• ,,,,, X� -:,,,',-1,' *',—,,,,1c 1 1.i ( '- t 4# i ,, , ,f. ,"sowN i x �jQ' �� 1 tdr .1;/ tt f s ° K..�..�- s ar �,a.>- ltf, t '`"' `r s I ,'s $lit a,! 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Tank i t1 1 ® . `, 'i k,„ i. ri,4' ; 4 4 • aMaa �,,� � • �� a§i. � � �� f,. �:, .i a �' � ,.� ,ate*- ,! t ,»mw ..i.. .»,..�- ``.l \ a is .!>� }}} \ k 844, . tpi I » - c i , 11' .8 n �mw f �-x'— ate -- i'i4.#� � ton a , } J � .� �� s - ,sk xzt 1 1 t_ �, t t.3 �. , ' S� —.®-ems m ,, A. � fig" ,•-*� • l', I 16. f i :' ys}a z` q 'y _ l � .�°ar. „ .zr c.^ramaaa � *,, % � Y .S»y � -� .� -, � �i 9 ,."t 1i d 1 • AN P. Park``, c 1 1 , `i \!6t - 01 v� ,,, ', i 1.1 t 1 m L 1t ! ,, .;.; , ..,....„ ; J � ,�(, 3 �.,.), , , ..„ ,,,,c, . '? d 0 1000 2000 REFERENCE: USGS TOPO! FEET a 0 2 - a Associated Earth Sciencranes,Inc. VICINITY MAP FIGURE 1 EARLY CHILDHOOD CENTER DATE 11/11 g RENTON, WASHINGTON PROJ.NO. 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Silty gravel and silty Consistency SPT( Iblowslfoot A=Atterberg Limits o @ c - GM Very Soft 0 to 2 C=Chemical a,,0•i1 S gravel with sand Fine Soft 2 to 4 1111 F. � ® iG .° . Grained Soils Medium Stiff 4 to 8 DD=Dry Density K=Permeability 2 rr be 9,.10.1 r, % Stiff 8 to 15 re r Clayey gravel and VeryStiff 15 to 30 4 GC clayey gravel with sand Hard >30 Component Definitions t o Well-graded sand and Descriptive Term Size Range and Sieve Number m o Y Sw sand with gravel,little Boulders 14 Larger than 12' oil 2 , c; to no fines Cobbles 3°to 12° u, m e Gravel 3"to No.4(4.75 mm) 0 0 , u1 ; Poorly-graded sand Coarse Gravel 3"to 3/4" o N vu .-• SP and sand with gravel, Fine Gravel 3/4°to No.4(4.75 mm) m o. little to no fines rrr .S c d Sand No.4(4.75 mm)to No.200(0.075 mm) c. Z • Coarse Sand No.4(4.75 mm)to No.10(2.00 mm) w SM Silty sand and Medium Sand No.10(2.00 mm)to No.40(0.425 mm) el y _ silty sand with Fine Sand No.40(0.425 mm)to No.200(0.075 mm) us -a gravel i,.."• .• Silt and Clay Smaller than No.200(0.075 mm) Clayey sand and (3) a All— Sc clayey sand with gravel Estimated Percentage Moisture Content are Component Percentage by Dry-Absence of moisture, Weight dusty,dry to the touch Silt,sandy silt,gravelly silt, Trace <5 Slightly Moist-Perceptible ce uu, MI' silt with sand or gravel Few 5 to 10 moisture m Little 15 to 25 Moist Damp but no visible ail in a With -Non-primary coarse water N . CO Clay of low to medium constituents: > 15% Very Moist Water visible but d 'E 3 CL plasticity;silty,sandy,or -Fines content between not free draining N y. gravelly clay,lean clay 5%and 15% Wet-Visible free water,usually as N J N 2 _ _ from below water table ti g. __ -_- Organic clay or silt of low Symbols • v = OL plasticity BIowS/6"or Q as 2 =- Sampler portion of 6" '' Cement grout b- f— Elastic silt,clayey silt,silt Type / S.surface seal �, MH with micaceous or 2.0"OD p SDescri Type 15 Description seal z `o diatomaceous fine sand or Split Spoon //,„ (•) seal iiii y v,2 silt Sampler II 3.0`OD Split-Spoon Sampler F Finer pack with "o `o delil ( D13.25"OD Split Spoon Ring Sampler (4):.• c blank casing rn oClay of high plasticity, $ g u' CH sandy or gravelly clay,fat Bulk sample - _..;section 3.0"OD Thin-Wall Tube Sampler — •.Screened casing I clay with sand or gravel 0 (including Shelby tube) r'or Hydrotip C9 g Grab Sample E t=`with filter pack c Q '1//1�;A Organic clay or silt of 0 Portion not recovered End cep "55 OH medium to high (1)g Percentage by dry weight (4) De rn '�i/i • plasticity t�1 (SPT)Standard Penetration Test Depth of ground water .UCr X. ATD=At time of drilling (ASTM D-1586) Static water level(date) = Peat,muck and other ts) �Z t �-_ In General Accordance with rn a,o �. PT highly organic soils (5) Nigs O N Standard Practice for Description Combined USCS symbols used for and Identification of Soils(ASTM D=2488) fines between 5%and 15% E Classifications of soils in this report are based on visual field and/or laboratory observations,which include density/consistency,moisture condition,grain size,and plasticity estimates and should not be construed to imply field or laboratory testing unless presented herein.Visual-manual and/or laboratory classification o methods of ASTM D-2487 and D-2488 were used as an identification guide for the Unified Soil Classification System, ea Y 5 • Associated Earth Sciences, Inc. �e EXPLORATION LOG KEY FIGURE Al i �. � ,.. ": 5--,, � iy fin Ai Lit, s a rW ask Associated Earth Sciences,Inc. Exploration Log iii f Project Number Exploration Number lheet of 1 :, 1 I `;,;,I "(- c. f 1~,,A KE100287A EB-16 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A ims Location Renton,WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 10/28/11,10/2R/11 Hammer Weight/Drop 140#/30" Hole Diameter(in) 8 inr:hes es C N N O N a) L �'al J N Blows/Foot 1- Ti S cEo 2_,ow 'EO N m t ai ° T `o DESCRIPTION 10 20 30 40 Grass 8 inches. - Hand dug 2 feet. Fill rri _ — Loose,very moist,mottled brown,fine to medium SAND,little silt,little fine 7 S-1 gravel(SM). 3 A6 3 Lodgement Till isis 5 Very dense,very moist,mottled gray,fine to coarse SAND,with silt and 18 S-2 fine gravel(SM). 31 A75 44 it 1_ — 10 ~ S 3 Becoming gray with less mottling. 18 le 5 A52 27 Advance Outwash rrl — 15 Very dense,moist,gray,fine SAND,few silt and fine gravel(SP). 25 S 4 Gradational stratification. 27 A57 — 30 1110 - Bottom of exploration boring at 17 feet INN — 20 — 25 - i — 30 _ Nil llii — 35 N' • 6 a)- -MS 0 z a. 0 Sampler Type(ST):cv rlr o 1 2"OD Split Spoon Sampler(SPT) Q No Recovery M-Moisture Logged by: BWG cc o I 3"OD Split Spoon Sampler(D&M) II Ring Sample „Si Water Level O Approved by: w E Grab Sample E Shelby Tube Sample 1 Water Level at time of drilling(ATD) a fl Associated Earth Sciences,Inc. Exploration Log Project Number Exploration Number Sheet t < J J 4 - , KE100287A EB-17 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton, WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 1 f)/2R/11,10/2R/11 _ Hammer Weight/Drop 140#/30" Hole Diameter in rig (� ) R inches N U p c N .2 ifn S E E v L Blows/Foot T Ocq �o0 co Ed DESCRIPTION ° 10 20 30 40 ° Grass and topsoil 8 inches. Hand dug 2 feet. Lodgement Till/Advance Outwash Transitional Sediments S-1 Dense,moist,brownish gray,fine to medium SAND,few silt,few fine 16 gravel(SP). 20 A39 19 `rr — 5 S-2 Very dense,moist,fine to coarse SAND,little to with silt(varies),little fine 40 gravel(SP-SM). Gradational stratification. roi€" A50/5" +rr — 10 Dense,very moist,gray,fine to coarse SAND,with silt to few silt(varies), 12 Wrr _ S-3 ,49 little fine gravel. 16 33 Advance Outwash — 15 Very dense,moist,gray,fine SAND,few silt,trace fine gravel(SP). 19 S-4 27 A64 37 Bottom of exploration boring at 17 feet — 20 rrr _ — 25 rir _ tra — 30 rtr _ — 35 N' G)' _ 0 • a a a Sampler Type(ST): o _ 2"OD Split Spoon Sampler(SPT) Q No Recovery M-Moisture Logged by: BWG a UI 3"OD Split Spoon Sampler(D&M) [ Ring Sample SZ Water Level O Approved by: err Q t Grab Sample E Shelby Tube Sample_L Water Level at time of drilling(ATD) rir Associated Earth Sciences, Inc. ry CeI hra n Over25 Van'of Service August 17, 2011. ■ Project No. KE100287A Renton School District c/o Greene Gasaway, PLLC P.O. Box 4158 Federal Way, Washington 98063 Attention: Mr. Calvin Gasaway Subject: Summary of Additional Borings to Delineate Existing Fill Early Childhood Learning Center 1800 Index Avenue NE Renton, Washington aro Dear Mr. Gasaway: This letter summarizes supplementary exploration borings to delineate existing fill on the northeast portion of the site. This work is supplementary to our earlier work on-site, which has included completion of subsurface explorations and preparation of a geotechnical engineering report dated November 18, 2010. This letter should be considered supplementary to our earlier geotechnical is engineering report. BACKGROUND Our earlier subsurface exploration program on-site identified subsurface conditions generally characterized by lodgement till that was typically on the order of 8 to 14 feet thick, underlain by advance outwash sediments that would be used as the storm water receptor. One boring, EB-7, identified existing fill to a depth of approximately 7 feet above the native sediments on the r northeast part of the site. Review of available historic information showed that the northeast portion of the site had previously been occupied by houses that were demolished. We speculated that existing fill observed at EB-7 may have been related to the previous houses in this area. We proposed to complete additional subsurface explorations in the vicinity of EB-7 to further explore the limits of the existing fill. This report summarizes the results of those additional exploration borings. ADDITIONAL SUBSURFACE EXPLORATIONS We completed a total of eight additional subsurface exploration borings. Attached with this letter are a "Vicinity Map," Figure 1, showing the site location; a "Site and Exploration Plan," Figure 2, which depicts all of the explorations completed on-site to date; and "Enlarged Site and rir Kirkland Everett Tacoma 425-827-7701 425-259-0522 253-722-2992 www.aesgeo.com no rw Early Childhood Learning Center Renton, Washington Summary of Additional Borings to Delineate Existing Fill rr Exploration Plan," Figure 3, which depicts explorations in the vicinity of EB-7 at a larger scale. Figure 3 also displays the depth of observed existing fill at each exploration boring location. rw In general, the additional exploration borings identified an area of existing fill that extends north and south of EB-7. The existing fill appears to extend beyond the limits of the previously existing houses in this area, and therefore may not be directly related to the previous residential development. In general, the existing fill is of similar gradation and appearance as the native site soils, but is looser. Our exploration borings did not encounter substantial quantities of deleterious materials such as organic material or demolition waste in the existing fill. Detailed descriptions of the conditions observed in each exploration boring are included on the interpretive subsurface exploration logs included with this letter. dim CONCLUSIONS AND RECOMMENDATIONS We do not recommend that new foundations be constructed above existing fill. We recommend that below foundation elements the existing fill be removed, and the planned foundation grade restored, as needed, with structural fill as defined in our earlier geotechnical engineering report. New foundations can then be constructed with an allowable foundation soil bearing pressure of 3,000 pounds per square foot (psf) above the new structural fill. If desired, slab-on-grade floors may be underlain by existing fill capped with 2 feet of new structural fill. If this approach is selected, we recommend that the existing fill be excavated as needed to allow placement of at least 2 feet of new structural fill below the planned floor and capillary break materials. The resulting surface should be proof-rolled and compacted to 95% of the modified Proctor maximum dry density. Any soft, yielding, organic, or otherwise unsuitable soils should receive additional preparation as dictated by field conditions at the time of construction. Following subgrade preparation, 2 feet of new structural fill should be placed. This approach will result in floor slabs constructed above existing fill. This approach will result in cost savings as compared to removing all of the existing fill as previously described for areas below new foundations, and will also result in risk of some additional floor slab settlement if undetected unsuitable fill remains below the floors. This risk is difficult to quantify, and settlement of floor slabs in the finished building could be challenging to repair. If the risks of larger than normal floor slab settlement are not acceptable, all existing fill should be removed from below floor slabs. Below paving, we recommend completing stripping and excavation to paving subgrade elevation. v The resulting surface should be proof-rolled and compacted to 95% of the modified Proctor maximum dry density. Any soft, yielding, or organic areas should receive additional preparation, as dictated by field conditions at the time of construction. The paving sections recommended in our comprehensive geotechnical engineering report can then be constructed as planned. This approach will result in considerable cost savings as compared to removing all of the existing fill below paving, but will result in somewhat higher risks of paving settlement. Paving areas are generally easier and less expensive to repair than previously described for floor slabs. If the August 17, 2011 ASSOCIATED EARTH SCIENCES, INC. KDMIth-KE100287A5-Projects120100287IKEIWP Page 2 Early Childhood Learning Center Renton, Washington Summary of Additional Borings to Delineate Existing Fill trr potential for larger than normal total and differential settlement of paving areas is unacceptable, all existing fill should be removed from below planned paving. ow Below grade sensitive buried utilities, such as gravity drains, we recommend that at least 1 foot of the existing fill be removed. The subgrade should be proof-rolled and compacted to 95% of the modified Proctor maximum dry density. Any soft, yielding, or organic areas should receive additional preparation as dictated by field conditions at the time of construction. One foot of new structural fill should be placed to reach planned grade for pipe bedding materials. This approach will result in some additional risk of settlement as compared to removal of all of the existing fill. It may be appropriate to increase drainage gradients of utilities constructed above existing fills such that some settlement can be tolerated while still maintaining planned flow directions and positive gradients in the pipes. CLOSURE We appreciate the opportunity to submit this proposal and hope that it meets your needs. If you have any questions, please do not hesitate to call. err Sincerely, ASSOCIATED EARTH SCIENCES, INC. Kirkland, Washington , i, Kurt D. Merriman, P.E. Principal Engineer Attachments: Figure 1 - Vicinity Map Figure 2 - Site and Exploration Plan Figure 3 - Enlarged Site and Exploration Plan Subsurface Exploration Logs wry Mil August 17, 2011 ASSOCIATED EARTH SCIENCES, INC. KDM/tb-KE100287A5-Projects1201002871KEIWP Page 3 Y1Y1 dill e gg �< . .w c ,>. •,�p I P i il sv- , ray ,. s� • ,�$[ '"x ,..5`,?� ,--. � 1 ' aria�. �t� �, ..x' r r ., v d /G., `�;, Er 0/g mor digg i .(p E'£: ., y park " 2 .'� A. 99 `t {({ Mg 4LMt?{�aG' T b / 9•,s' ^M Z A '/ p � � �. ' l' Power 1 s - t'A 'rwt '' :. .ift ' .. ‘t', ' . 1 i t \ ';'.‘I'..;.;443*", 1 --- - ' - ' - \ ,s,.s - \3} Ey } pri£ 3 Sm f, i` T„, , 4 £ j .r » '� .' �xwt:•-' i *'S� �"� y,•5 ...ftiJ i ,„,,,,,._ Ali I. 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MI '8‘ 0 W .co \ (D RS' \ Ct 0 la •.... , '),/, < / CO, _1 • l' / LIJ b Z •,, /\ No, ex 0 co C \ ,.. LU\ 4, /0 Z 0 \ :-,.. 4.4, -I 0 U. '\ / -,, „., \ do W17-.. 0 a. \., •%:,.. l'R g Z \ ,, - I- r \ ,,, \ \ 0 ,< -' R —I W f.-_- •\ 0 LL CI Li. do fx ..-. x ••-• . \ ••.., . "1,.,,11:,4. ,. ‘4;•., •\ 6', v) " ,-- / , ill il -WIN c 13' ..--- , CD ,,.., ,..., / V V- / --- e -- .--- o- .-- -,-, -\ /.., I-- W .• l',ri ,.." ei% ,' ,---' \ ''•A Ct ••••1 -::At , o .„, , ..,- \ , c%jj ..c . , _.,- 4 ,1,,:,hIL..,.,..\ '•,.; w evii ,es • „7 " z-•'•o...•E?, , '',0, ,6 '1'-' --T i --I 4 kat ,-." ,2r'a',-:• 3 \ / - :51.': --- 0 0 ..., .• 14111 / "/' tij CD '441,1 / . , 11J ci FL', 0 -,--k1 u_ Lij som rt ' •tt '.'15-T''' Jpo En lidxa pue en L9Z00 1.1•a11200 PooLIPIMI Alig3 L9Z001. Wil Nil _ I Associated Earth Sciences,loc. Geologic & Monitoring Well Construction Log __ - Project Number Well Number Sheet I �' EB-1 1 of 2 err �` '� 1. - I " �-,<' ��_, KE100287A Project Name Early Childhood Center Location Renton, WA Elevation(Top of Well Casing) N/A Surface Elevation(ft) Water Level Elevation Date Start/Finish 11/1 1/1(,1 1/1 1L10 I Drilling/Equipment Boretec/Track _ _ Hole Diameter(in) 7 inches so Hammer Weight/Drop 140#/30" N 0 o L _J a- n'E iiii n s w as WELL CONSTRUCTION DESCRIPTION T -.74-P Flush monument Grass and topsoil Concrete 2 to 0 feet - Lodgement Till Nil j ✓ Hand dug to 2 1/2 feet. 18 inches recovery. Dense,very moist,mottled,gray and brown, fine to coarse SAND,little silt, little fine gravel(SW-SM). No � I� 12 18 stratification or structure. MI (- 5 Bentonite chips 47 to 2 feet 8 18 inches recovery. Becomes medium dense,mottled brown t2 Subtle gradational stratification 16 I I - Advance Outwash 10 1 1/4-inch PVC blank to 20 18 inches recovery. Very dense,very moist,brown,fine to coarse Ill surface 33 SAND,little to with silt,little fine gravel(SM) 30 15 20 18 inches recovery Very dense, moist,brownish gray,fine SAND, ' 32 few silt Subtle gradational stratification(SP) 38 MI 20 - I 35 18 inches recovery Grades with trace fine gravel 34 29 57 Weak seepage zone(perched) 25 18 18 inches recovery. Very dense,moist to wet(varies),gray,fine to 32 coarse SAND,few silt,interbedded with brown,fine SAND,with silt 50 (SP with SM). Weak seepage above brown,fine sand ail -30 28 18 inches recovery Very dense,moist,gray,fine to medium SAND, • 35 trace to few silt(SP). 43 35 28 As above 35 NS c 28 E' I. 0 0 _ -------- — 0 • Sampler Type(ST): a 2"OD Split Spoon Sampler(SPT) _ No Recovery M - Moisture Logged by: BWGMI _ 3"OD Split Spoon Sampler(D&M) ® Ring Sample Water Level() Approved by: 5 Grab Sample 0 Shelby Tube Sample Y- Water Level at time of drilling(ATD) ---- rril mu Associated Earth Sciences,Inc. Geologic & Monitoring Well Construction Log Project Number Well Number Sheet dill ' '. : - ', KE100287A EB-1 2 of 2 Project Name Early Childhood Center Location Renton, WA Elevation(Top of Well Casing) N/A T^ _ Surface Elevation(ft) Water Level Elevation _ Date Start/Finish 1 j/1 1/10 11/11/1n All Drilling/Equipment Boretec/Track Hole Diameter(in) 7 inches Hammer WeighUDrop 140#/30° a) r > uo l a� v' o 15 = ill aE �� o tll Oco - T WELL CONSTRUCTION T w CD(0 DESCRIPTION urr ` 34 18 inches recovery. Trace fine gravel concentrated in zones 1-inch 38 thick 45 MN I =15 • 1 z8 18 inches recovery. Trace gravel becomes more evenly distributed 35 38 MN 1 Colorado#10-20 60 to 47 feet - MI 50 24 18 inches recovery Grades without gravel- - = 1 1/4-inch PVC screen 40 = 50 0 020-inch slot 60 to 50 feet 55 i Zfi 18 inches recovery as above Mil51 = 50 MS 60 Well Tag#BBB 965 _I1 38 18 inches recovery. Gradation as above 34 —Boring terminated at 61 1/2 feet on 11/11/10 rill 4-65 - iiiiii (. -70 - 11111 ` _ I _ 0 milliz 75 -r 1-- o U u iil o ------- Sampler Type(ST): illy W I 2"OD Split Spoon Sampler(SPT) _ No Recovery M - Moisture Logged by: BWG - 3"OD Split Spoon Sampler(D&M) ® Ring Sample .Q Water Level() Approved by: 8 Grab Sample i Shelby Tube Sample T Water Level at time of drilling(ATD) is a Associated Earth Sciences,Inc. Exploration Log Project Number Exploration Number Sheet K--s' `t KE100287A EB-2 1 of 1 No Project Name _Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton WA Datum _N/A Driller/Equipment Boretec/Track Date Start/Finish 111/1 1/1 f.,UJJ Hammer Weight/Drop _140#/ 30" _ Hole Diameter(in) _Linche5 Nil v -E o 2 Blows/Foot n aE zE v o ° T m cn J ° O ° T " DESCRIPTION " 10 20 30 40 Grass and topsoil. Lodgement Till NI Hand dug to 2 feet. 18 inches recovery. Dense,moist,mottled,gray,fine to coarse SAND, 13 S-1 with silt,little fine gravel(SM). No stratification 17 ©3,1 17 111. S2 18 inches recovery Gradation as above 132 2 4 J 27 a I I - 10 I—, 10 inches recovery Becoming gray and less mottled 16 Illiii 5-3 35 n50/5. a Advance Outwash - 15 -- 18 inches recovery. Dense,moist,brownish gray,fine SAND,little fine 13 S-4 gravel and silt(SM) Gradational stratification 16 A33 a la 20 18 inches recovery Very dense,moist,gray,fine SAND,few silt(SP). No 18 S-525 A55 stratification_ 30 Bottom of exploration boring at 21 1/2 feet ilili - 25 i ill - 30 1 a I o - 35 a 0 _ u `m- n ,ii3 MI ji Sampler Type(ST): _ Logged by: BWG T 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Approved by: Ringa Sample 52 Water Level() 1 3"OD Split Spoon Sampler(D&M) ❑ p Water Level at time of drilling(ATD) ' Grab Sample E Shelby Tube Sample - imi � Associated Fnoh Sciences, Inc. Exploration LOq Project Number Exploration Number Sheet - KE100287A EB�3 1 of Pm�n Name Early Center - - ^ _ Ground Surface Elevation(o) N/A usaunn Renton, WA Datum N/A - Driller/Equipment Borehao/Tnsnk _ ootestampmiah 11/1//1rL1 ill 1/10 m� Hammer wwiohmorom 1404/30" Hole Diameter(|n) 7inrhes -- � � AN � � Blows/Foot � a n s � � � � � r � �m s � DESCRIPTION 0 -E m zo ao 40 - - --- ?inches acp��pawog -- --- | -- Lodgement Till mmo»es recovery Very dense,moist,mottled,gray,fine mcoarse z^ � smvu.»memmom"vpm0� No stratification ua 72 36 - s , /ainr�x recovery Gradation above Becoming brown- /r s� �� ' _ 30 / - - - - - - - - - - ' - - -- - - - - - - - � - `o minches recovery, very dense moist,gray,fine m medium zAwo.� w a'^ nnoo�voim trace sill oaon (sP} wvxnaoo^ | m 464 uu � (Weak seepage zone) - /o - vr�dense,ve�nmm/m wet,omwn.�eSAND,vmmnm(sm) No n s� stratification o 54 27 - zo | ve�uo^oom�u v. ono�mom"m SAND,v ace xn/and n000m,p| n s'o (xp) No stratification z* o, - --�-- ----------- - --------' - c/ | Bottom m exploration boring mz/ `ofeet - 25 - m | | as � � . Sampler Type(ST) z'oo Split Spoon Sampler(spr) _ woRecovery M Mmvm= Logged by: owa l a^oo Split Spoon Sampler(omw) Ring Sample IZ Water Level Approved by: eaosamv/o 71 n»e|bvTu»enamn/��� vvom,Level otumou/umnno(ATo) aft Me Associated Earth Sciences,inc. Exploration Log Project Number Exploration Number Sheet '_; E ., 4 KE100287A EB 4 1 of 1 _ im Project Name Early Childhood Center Ground Surface Elevation (ft) N/A Location Renton. WA Datum N/A DrilleriEquipment Boretec/Track Date StarUFinish _1 1/11Lt0,iiJi D Hammer WeighUDrop 140#/ 30" -. Hole Diameter(in) 7 inches_____..____ IS N cD Ill e N N U O - J w Blows/Foot -.L C >d 2 D N IIS a S_ E E > o m m ° " �� DESCRIPTION `� g 10 20 30 40 ° '1 1/2 inches asphalt paving Lodgement Till 18 Inches recoveryVerydense,moist,brown,fine to coarse SAND,with 22 i S-1 silt,little fine to corse grvel(SM). No stratification 38 88 50 illa - (Tl S-2 2 inches recovery. Blowcount overstated Gradation as above based on 50r recovery and cuttings 1 it I - 10 ; 18 inches recovery Grades to with fine to coarse gravel(SM). 1272 S-3 40 Advance Outwash M. I I - 15 -01 14 18 inches recovery Very dense,moist,brown,fine SAND,few silt,trace 29 ao S- fine gravel(SP) Gradational stratification,primarily of gravel fraction 40 Q I 40 I I - 20 .. 18 inches recovery To 21 feet gradation as above. Below 21 feet dense, 1s 0 IN S-5 moist,gray,fine to medium SAND,trace silt(SP) 22 25 Bottom of exploration boring al 21 1/2 feet illi -- 25 Ili - .30 al o-- 35 1 , la J_ al L- - Sampler Type(ST) _ 2"OD Split Spoon Sampler(SPT) _ No Recovery M-Moisture Logged by: BWG m SL Water Level 0 Approved by: r� o o lll 3"OD Split Spoon Sampler(D&M) ® Ring Sample m Grab Sample j Shelby Tube Sample Water Level at time of drilling(ATD) a Associated Earth Sciences,Inc. Exploration Log ---- _-_:.LL7y b..] [-:,,.! k'75;:, "A7- Project Number Exploration Number Sheet ie _____ KE100287A EB-5 1 of 1 Project N3111R Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton, WA Datum N/A Driller/Equipment BoreteciTrack Dale StarUFinish iiiiiilarLun-Lao dia Hammer WeighUDrop 140#/ 30 Hole Diameter(in) 7 jachps 'Igi 1'1 •L...) o c Tii 17; Blows/Foot H- 111111 11 s E o T (7) 6 cn . ,,, cci DESCRIPTION o 10 20 30 40 6 _ Grass and topsoil. rilli Lodgement Till • 14 inches recovery Very dense,moist,mottled,brown,fine to coarse 11 S-1 SAND,with silt and fine to coarse gravel(SM). No stratification 29 •132 to H 33 - 5 -- 18 inches recovery Gradation as above i 6 S-2 30 •7,' —I 92 a Advance Outwash - 10 -[ 18 inches recovery Very dense,moist,brown,fine SAND,few silt(SP) 15 kill S 3 Significant gradational stratification 26 A 55 — 29 lin - 15 -- 18 inches recovery. Gradation as above,but without stratification. 13 S-4 21 A4v -- 25 a aim - 20 — 18 inches recovery As above 16 S-5 23 52 — . • • 29 I Bottom of exploration boring at 21 1/2 feel a - 25 mil a - 30 a ? -- 35 a- .0 E aiM z (.9 n. — i'.:. Sampler Type(ST), _ _ 2"OD Split Spoon Sampler(SRI) No Recovery M-Moisture Logged by: BWG _ 6 I 3"OD Split Spoon Sampler(D&M) lil Ring Sample _ii._ Water Level() Approved by: LLI 7.T Grab Sample 7 Shelby Tube Sample I Water Level at lime of drilling(AID) L, Will Ili Associated Earth Sciences,Inc. Exploration Log Project Number Exploration Number Sheet I I''.;:: 7.5d ,--, KE100287A EB-6 1 of 1 sii Project Name I . l Early Childhood Center _- Ground Surface Elevation(ft) N/A Location Renton, WA Datum _D1/A Driller/Equipment Boretec/Tract( Date StarUFinish 11/11/111 11/11/1D__. Hammer Weight/Drop _140#/ 30" _ Hole Diameter(in) 7 inrhnc NI c m 1,2 N 0 > s, a s Blows/Foot r-- o. S E a> E o T rn <n c a DESCRIPTION (1' 10 20 30 40 O ' I:. -- Grass and topsoil._ I Lodgement Till Nil " 1 f 18 inches recovery. Dense,moist,mottled,brown,fine to coarse SAND, 13 30 S 1 with silt,little fine to coarse gravel(SM). No stratification. 13 I 17 lii - ' 18 inches recovery. Gradation as above. 11 S-2 21 1142 21 I11 l Advance Outwash 0 18 inches recovery. Dense,very moist,brown,fine SAND,few silt-silt 14 S-3 24 a 13 stringer 11 to 11 2 feet(SP with ML). 19 iii L-- rWl - 15 18 inches recovery Becomes very dense Grades with trace fine gravel 22 40 187 S-4 Significant stratification(SP)—I 9 47 a - 20 iiii 18 inches recovery Gradation as above,but minimal stratifiralion(SP) 18 S 5 24 A 54 1 30 Botton'of exploration boring at 21 1f2 feat iii - 25 Ili 1 Ili - 30 . I o- 35 r, Ili E o ai s Sampler Type(ST): 2„ No RecoveryM-Moisture Logged by: BWG T OD Split Spoon Sampler(SET) I RingSample n Water Level O Approved by: lb .;• r� 3"OD Split Spoon Sampler(D&M) ❑ L' Grab Sample ] Shelby Tube Sample Water Level at time of drilling(ATD) _- ill Associated Earth Sciences,Inc. Exploration Log Project Number Exploration Number Sheet all t - KE100287A EB-7 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A __ Location Renton, WA _ Datum 1J Driller/Equipment Boretec/Track Date Start/Finish 1 1/1 1L1_0,1 1/11LifI_ Hammer Weight/Drop 140#/30" Hole Diameter(in) 7 inches _ V, U) O O O > - a' o. 0 E t i -r N Blows/Foot A' am o. S E E >. E o °`> vCan T `° n ° I DESCRIPTION v �'. m 10 20 30 40 Grass and topsoil. -- t i Fill 14 inches recovery Loose,very moist, brown,fine SAND,with silt,few 6 S-1 fine gravel(SM). 3 ©, 11. P 4 - o 6 inches recovery. Gradation as above 3 S-2 4 A0 li 5 I siii Advance Qutwash 1 . li - 0 1-1 18 inches recovery. Dense,moist,brown,fine SAND, few silt, trace fine 9 S-3 gravel(SP) Gradational stratification 14 ♦30 16 gilill - 15 — 6 inches recovery. Disturbed cuttings resemble S-3. 10 S`1 23 53 WIj 30 kW - 20 -- No recovery 9 S-5 17 6,34 — 17 soDense,moist,gray,fine SAND,few silt(SP) No stratification. g S-6 14 Z133 21 - 25 Bottom of exploration boring at 24 feet Nal - .30 I imit 0- 35 -• IN oil P Sampler Type(ST): fil OW W 2"OD Split Spoon Sampler(SPT) _ No Recovery M-Moisture Logged by: BVVG 0 3"OD Split Spoon Sampler(D&M) ® Ring Sample 2 Water Level O Approved by: ( v' Grab Sample = Shelby Tube Sample Water Level at time of drilling(ATD) NO Associated Earth Sciences,Inc. Exploration Log Project Number Exploration Number Sheet iiiii I' i+` KE100287A EB-8 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton,WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 7/74/11 7/04/11 rlli Hammer Weight/Drop 140#/30" Hole Diameter(in) c m w g aa) 10 ai co o -'� Blows/Foot t- MN nS E t0 >, 'SE °.- o a) T m 0 cn o fD m o DESCRIPTION " 10 20 30 40 ° Grass and topsoil-5 inches. ill Lodgement Till Hand dug 1 1/2 feet. Medium dense,very moist,light brown,fine SAND,with silt,little fine gravel(SM). 10 A60 S-1 Very dense,moist,light brown with mottling,fine to medium SAND,with 14 silt,little fine to coarse gravel(SM);no stratification. 41 10 - 5 Very dense,moist,gray,fine to coarse SAND,with silt,few fine to coarse 20 S 2 gravel(SM);no stratification. 41 A50/5" - — 50/E III Bottom of exploration boring at 6 1/2 feet - 10 1 - 11111 i. - 15 _ Ili• 20 Ill - 25 - 30 al - 35 OM 0 N N- T J- IN a a Sampler Type(ST): m 2"OD Split Spoon Sampler(SPT) El No Recovery M-Moisture Logged by: BWG ec r� o LL 3"OD Split Spoon Sampler(D&M) Ill Ring Sample SZ Water Level() Approved by: 111 03 w E. Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling(ATD) Q �1r Associated Earth Sciences, Inc. Exploration Log a• I l � �; ( Project Number Exploration Number Sheet .1 —tJ 1 ;J it i KE100287A EB-9 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton,WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 7/24/11 7/24/11 Hammer Weight/Drop 140#/30" Hole Diameter(in) a) _ o u) Blows/Foot cn (.9to 'o m m a) DESCRIPTION ° 10 20 30 40 ° 1 S 1 Grass and topsoil. 6 Lodgement Till 10 A Medium dense,moist,light brown,fine SAND,with silt,few fine gravel 9 _ (SM);no stratification, Dense,moist,brown,fine to medium SAND,with silt(SM). 15 �flli S-2 19 £'49 30 - 5 Very dense,moist,gray,fine to coarse SAND,with silt,little fine gravel 25 S-3 (SM);no stratification. Sample smeared with material from above. 38 -50/z" 0/4" Advance Outwash Cuttings become gray,with less silt, err 10 — Very dense,moist,gray,fine to medium SAND,few to little silt(varies),few 15 S-4 fine gravel(SP-SW);gradational stratification. 24 •53 29 Bottom of exploration boring at 11 1/2 feet — 15 411 — 20 — 25 dill alai — 30 rYf — 35 0 N (ri- m iW a a ci Sampler Type(ST): o II 2"OD Split Spoon Sampler(SPT) 111 No Recovery M-Moisture Logged by: BWG err all 3"OD Split Spoon Sampler(D&M) Ring Sample - Water Level() Approved by: EN Grab Sample Shelby Tube Sample 1 Water Level at time of drilling(ATD) i» Associated Earth Sciences,Inc. Exploration Log T �c Project Number Exploration Number SheetWO - I N 1 I' KE100287A EB-10 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton,WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 7/74/11,7/74/11 Hammer Weight/Drop 140#/30" Hole Diameter(in) IN c a> to n S E c E a °' T. Blows/Foot o m m 43 T �' (9(1, DESCRIPTION 10 20 30 40 Grass and topsoil. 5 I S-1 Fill 7 Al2 Illi 111J Medium dense,moist,light brown,fine SAND,little to with silt,trace coarse 5 sand/fine gravel,trace organic(topsoil)(SM) 8 S-2 7 A19 - — 12 NA — 5 — Loose,moist,light brown,fine SAND,with silt,few fine gravel/coarse sand, 3 S-3 trace organic(topsoil)(SM). 2 Ag — 7 WI Advance Outwash — 10 — Dense,moist,brown,fine SAND,few silt,trace fine gravel/coarse sand 9 11111 S-4 (SP);no stratification. 13 A23 - — 13 tiff — 15 — Becomes very moist,with thin(1/4-inch)silty stringers(SP) 12 _ S-5 12 A2f. — 13 Bottom of exploration boring at 16 1/2 feet — 20 lib — 25 iii — 30 — 35 lib N N- J- OI Q a siii U' Sampler Type(ST): II 2"OD Split Spoon Sampler(SPT) 111 No Recovery M-Moisture Logged by: BWG o EC 3"OD Split Spoon Sampler(D&M) Ill Ring Sample Q Water Level() Approved by: is W ® Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling(ATD) a alto rrt Associated Earth Sciences, Inc. Exploration Log fj Project Number Exploration Number Sheet — = I c�� " KE 100287A EB-11 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton,WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 7/24/11 7/24/11 Hammer Weight/Drop 140#/30" Hole Diameter(in) c a� CD a a E _ Blows/Foot a S E Er >, �a 3 T in ® 'E ° L DESCRIPTION " m 10 20 30 40 ° Grass and topsoil. 6 1 S-1 Fill 8 At4 Medium dense,moist,mixed brown and gray,fine to coarse SAND,with 6 silt,few fine gravel(SM). Loose,moist,brown and dark brown,fine SAND,few to little silt,trace fine S-2 gravel(SP-SM). 5 A9 gift - — 4 — 5 — Lodgement Till S-3 Dense,moist,gray,fine to coarse SAND,with silt,little fine gravel(SM);no 9 stratification. 17 A40 23 Smoother drilling — 10 — S-4 Becomes very dense. 28 50/E" A78 Bottom of exploration boring at 11 feet I- — 15 YIM — 20 rir - — 25 rrt - rr — 30 rwl — 35 0 - a. Sampler Type(ST): m 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: BWG �ru 3"OD Split Spoon Sampler(D&M) E Ring Sample -V Water Level() Approved by: a L Water Level at time of drilling(ATD)Grab Sample Z Shelby Tube Sample al► III ;Associated Earth Sciences,Inc. Exploration Log --1 Project Number Exploration Number Sheet � r I L`J --<<_� Ij KE100287A EB-12 1 of 1 WI Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton.WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 7/24/11,7/74/11 Hammer Weight/Drop 140#/30" Hole Diameter(in) WI c a3 y o —o, _, �, Blows/Foot I- a� to �,_ a � 3 ses eL S E i > m o T o @m .c DESCRIPTION " 10 20 30 40 0 Grass and topsoil. 4 Si I S 1 Lodgement Till 7 £12 111 5 _ — Very dense,moist,gray,fine to medium SAND,with silt,few fine gravel 12 A66 S-2 (SM);no stratification 506 - — am 5 _ Advance Outwash 8 S 3 Very dense,moist,gray,fine SAND,few silt,trace coarse sand/fine gravel 40 A5014" — {SP). 0aa„ Bottom of exploration boring at 6 1/2 feet — 10 SIN - Illi — 15 — 20 Wit — 25 lib — 30 L WI — 35 110 b" N N- in a a aile 0 a Sampler Type(ST): o CO 2"OD Split Spoon Sampler(SPT) Ei No Recovery M-Moisture Logged by: BWG rt Approved by: wit • m 3"OD Split Spoon Sampler(D&M) Ring Sample V. Water Level() co N ® Grab Sample Q Shelby Tube Sample Water Level at time of drilling(ATD) L. a llti Associated Faith Sciences, Inc. Exploration Log ' t Project Number Exploration Number Sheet __ ( i 11� KE100287A EB-13 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton,WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 7/74/11 7/74/11 Hammer Weight/Drop 140#/30" Hole Diameter(in) vN U CO j - N L Se Blows/Foot F- O ST E E n ` 3 0 0 'GB o DESCRIPTION " co 10 20 30 40 ° Grass and topsoil, S-I Lodgement Till 10 A2f. Medium dense,moist,brown,fine to coarse SAND,with silt,little fine 15 1 gravel(SM). i Advance Outwash 12 Dense,moist,gray,fine SAND,few silt,trace coarse sand/fine gravel(SP); 24 2 4 A18 — gradational stratification. 24 5 Grades with little silt, Gradational stratification, 29 S 3 EWE" A79 Bottom of exploration boring at 6 feet — 10 dill eYilr — 15 WiY — 20 — 25 YI�III " — 30 rr — 35 0 In- a. Sampler Type(ST): S [ 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: BWG tins m ft] 3"OD Split Spoon Sampler(D&M) U Ring Sample SZ Water Level() Approved by: ® Grab Sample Q Shelby Tube Sample 1 Water Level at time of drilling(ATD) ■Y ANIL Associated Earth Sciences,Inc. Exploration Log Project Number Exploration Number Sheet '." _J i�t KE100287A EB 14 1 of 1 Project Name Early Childhood Center Ground Surface Elevation(ft) N/A Location Renton,WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 7/74/1 1 7/24/1 Hammer Weight/Drop 140#/30" Hole Diameter(in) o > ( m t n o n ▪ S E 5 -J 3 Blows/Foot HIS `° > ° o T in 0c') �U m L DESCRIPTION 10 20 30 40 ° Grass and topsoil. 5 I S-1 Fill '11 A20 11116 Medium dense,moist,light brown,fine SAND,with silt,few fine gravel 9 (SM). Loose,moist,brown,fine SAND,with silt,trace fine gravel(SM) 8 S-2 4 5 — 5 — Loose,moist,gray,fine SAND,few silt,few coarse sand/fine gravel(SP). 4 S-3 4 Ag 5 Advance Outwash — 10 — Very dense,moist,gray,fine SAND,few silt and fine gravel(SP). 35 �50/�" rlli S-4 ,0/4" Bottom of exploration boring at 11 feet — 15 _ r11i — 20 tit — 25 _ rrli - II111 — 30 — 35 �lllll vi- rn n. 0 ¢ Sampler Type(ST): o UI 2"OD Split Spoon Sampler(SPT) � No Recovery M-Moisture Logged by: BWG 3"OD Split Spoon Sampler(D&M) 111 Ring Sample V Water Level 0 Approved by: NO W ff Grab Sample ® Shelby Tube Sample 1 Water Level at time of drilling(ATD) ¢ t Associated Furth Sciences,Inc. Exploration Log j Project 1 KE100287Ar Exploration Numbertuber 1 of Sheet 1 Project Name Early Childhood Center _, Ground Surface Elevation(ft) N/A Location Renton.WA Datum N/A Driller/Equipment Boretec/Track Date Start/Finish 7/24/1 1 7/24/11 Hammer WeighUDrop 140#/30" Hole Diameter(in) N V O O > c a S E E n 3 Blows/Foot (S' T cc/3O rn �E �' 3 DESCRIPTION ° 10 20 30 40 ° Grass and topsoil. rrl I S-1 5 Lodgement Till 10 A2° Medium dense,moist,brown,fine to medium SAND,with silt,few fine 15 gravel(SM). S-2 Becomes dense,brownish gray. 14 14 A34 20 - 5 — S-3 Becomes very dense. 20 EWE." A50/`„ Bottom of exploration boring at 6 feet - 10 WIIII - 15 mit - 20 - 25 rir - 30 - 35 NS m -, a Sampler Type(ST): m 2"OD Split Spoon Sampler(SPT) No Recovery M-Moisture Logged by: BWG m Ea 3"OD Split Spoon Sampler(D&M) [ Ring Sample SZ Water Level() Approved by: W 1 Water Level at time of drilling(ATD) IN Grab Sample J Shelby Tube Sample1111 UI UI Ur 1111 I. ur am am ur am am wr am UI UI 1111 Mil MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK lie PART 1 GENERAL 1.01 SUMMARY Mk A. Section Includes: 1. Description of the Work. 2. Special work requirements. +rr 3. Separate work. 4. Owner-furnished Contractor installed products. 5. Coordination. 1.02 RELATED DOCUMENTS go A. This Section applies to all Technical Specification Sections, and supplements the General Conditions. 1.03 PROJECT/WORK IDENTIFICATION A. General 1. Project name is: Meadow Crest Playground 2. Contract Documents prepared by: err Architect: BLRB Architects,p.s. Contact: Douglas DuCharme, Project Architect Phone: 253-627-5599 air B. Inclusion of portions of the work under particular divisions of the specifications or sections of the drawings does not in every case conform to the categories of work customarily subcontracted to particular crafts or trades. In such cases,the Contractor shall be responsible wit to inform bidders, subcontractors, crafts and trades,that work assigned to them is contained in sections other than the usual. In every case,the Contractor shall be responsible to provide and coordinate at its cost, all work required in the Contract Documents. de 1.04 DESCRIPTION OF THE WORK A. Provide all work and materials to complete all general, temporary facilities, demolition, hazardous material abatement,architectural, civil, landscape, structural,mechanical and electrical work under a single general contract for the construction of Meadow Crest Playground, Renton, Washington, including site work therefore, for Renton School District No. 403,all as shown and described in the Contract Documents prepared by BLRB Architects, dated April 2,2013. +�++� B. In general,the Project includes construction of a playground with equipment, fencing,paving, play surfaces, and associated work. .r� C. Site work includes excavation, on-site drainage,paving, curbs,walks, landscaping and irrigation system, as well as connections to sanitary sewer, water and other identified utilities. Wr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000- 1 rrr MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK D. Contractor to provide all coordination and work related to utility installations including but not limited to excavation,bedding,backfill, compactions, and restorations. E. The Project includes inherent complexities due to the requirement for work adjacent to an of occupied school site and the North Highlands Neighborhood Center,where existing facilities will continue to be utilized and the construction of the new Meadow Crest Early Learning Center is underway.This will require coordination with the owner,public agencies, other , contractors, and utility providers to assure temporary utilities are provided and maintained. Construction traffic will need to be kept separate from school traffic,while at the same time minimizing the impact to the neighborhood. F. Quantities and areas may be indicated on the Code Compliance Drawings portion of the contract documents. These are for agency review purposes only, unless specifically indicated otherwise. G. Contractor shall be responsible for determining all areas and quantities. 1.05 PRIMARY PROJECT CONTACTS A. Owner: Renton School District ist 300 SW 7th Avenue Renton, WA 98057 425-204-2340 mai B. Owner's Representative: Greene Gasaway P.O.Box 4158 Federal Way, WA 98063-4158 253-941-4937. rrl C. Architect: BLRB Architects 1250 Pacific Avenue, Suite 700 Tacoma WA 98402 253-627-5599 D. Landscape Architect: Design Concepts 211 N. Public Road, Suite 200 Lafayette, CO 80026 (303)664-5301 to E. Structural Engineer: PCS Structural Solutions, 1250 Pacific Avenue, Suite 701, Tacoma, WA 98402 253-383-2797 F. Civil Engineer: rr AHBL,Inc. .rr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000-2 MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK lie 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253-383-2422 ai G. Mechanical and Electrical Engineer: BCE Engineers +�• 6021 12th Street East, Suite 200 Fife, WA 98424 253-922-0446 111111 1.06 WORK BY SEPARATE CONTRACT A. The Owner has active and anticipated contracts which will be ongoing during the contract period of this project. Work under these contracts will include: 1. Meadow Crest Early Learning Center-has been awarded 2. Installation of furniture and equipment rr 3. Stocking of facility supplies B. Review work of these separate contracts, for impact on this Contract. rr C. Coordinate work of this contract with the work activities of separate contracts to minimize conflicts and to facilitate work of separate contracts. D. Integrate work of separate contracts into the progress schedule, where applicable. 1.07 WORK NOT INCLUDED IN CONTRACT A. Items of work noted on Drawings and/or described in the Project Manual as "NIC" (Not In Contract)or"FIO" (Furnished and Installed by Owner)will be performed under other contracts operating concurrently with the work of this contract, and are not included in this contract. B. Contractor is responsible for scheduling the work, storing such equipment if requested, and coordinating related work in the Contract with installation of NIC and FIO equipment. Contractor shall provide all preparatory work necessary for proper installation including blocking and backing,and finish work including caulking, grouting, furring, and painting „ill adjacent surfaces as required for NIC and FOIO equipment. 1.08 OWNER-FURNISHED PRODUCTS A. Owner's Responsibilities: 1. Obtain and review shop drawings, product data,and samples of Owner furnished products in timely manner to meet construction schedule. Deliver Owner reviewed items to Contractor;forward one set of product data and samples to Architect. a. Owner Furnished Owner Installed(OFOI)Products: (See plans for items noted OFOI) b. Owner Furnished Contractor Installed(OFCI)Products: (See plans for items noted OFCI) 2. Arrange and pay for product delivery to site. 3. Inspect products. BLAB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000-3 rig MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK MI 4. Submit claims for transportation damage and replace damaged or defective items. 5. Arrange for manufacturers'warranties, inspections, and service. ma B. Contractor's Responsibilities: 1. Submit schedule to Architect,prior to beginning the Work, indicating date each Owner furnished item must be available on premises to assure timely progress of the Work. Contractor must provide reasonable work line item durations in coordination with Owner's separate Contractor or sub-contractor. 2. Review Owner reviewed shop drawings, product data, and samples. 3. Request Architect to obtain additional clarifications from Owner about equipment and products that might be required to properly coordinate the work. 4. Submit installer quantity takeoffs for each type of finish covering material at pre- construction conference. 5. Receive and unload products at site; inspect for completeness or damage(except FOIO items). 6. Handle, store,uncrate,install, and finish products(except FOIO items). 7. Repair or replace items damaged after receipt if damaged by Contractor activities or lack of protection or security. 1.09 TIME OF COMPLETION&LIQUIDATED DAMAGES A. Time is of the essence for commencement and completion of the Work.Refer to General, Supplementary and Special Conditions for description of conditions that relate to Contract rr Time,and liquidated damages. B. Interim key events and dates identified in the Contract Documents must be part of Contractor's go Construction Schedule. Overall time limits for the Project is as follows: 1. Project Time Requirements a. Start: Upon Notice to Proceed(NTP)(Anticipated to be May 15,2013) ori b. Substantial Completion: October 15,2013. c. Final Completion: in accordance with the General Conditions. C. Liquidated Damages:Assessed in accordance with the terms of the General and Supplementary Conditions, and in the following amounts per calendar day: 1. Project: $1,000.00 1.10 CONTRACTOR'S WORK&RESPONSIBILITIES-GENERAL A. Contractor is required to coordinate all related requirements and work specified throughout the Contract Documents. B. Unless otherwise indicated,Contractor's work and responsibilities also include,but are not limited to the following: 1. Providing and paying for labor,materials,equipment,tools,machines, facilities, and it services necessary for proper execution and completion of work. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000-4 rW MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK AO 2. Paying required taxes. 3. Securing and paying for, as necessary for proper execution and completion of work rr permits, fees, licenses, utility connections, inspections as indicated or required by the General Conditions and Special Conditions. 4. Giving required notices. 5. Maintaining required egress, emergency vehicle access and other requirements in accordance with governing codes, ordinances and School District policies throughout the work. 6. Maintaining site and buildings in secure condition at all times to prevent unauthorized access. 7. Protecting completed work from damage, deterioration,rotting, and mold or algae accumulation. C. Summary of References: Work of the Contract can be summarized by references to the Contract, General Conditions, Special Conditions, Supplementary Conditions, Specification Sections,Drawings, addenda and modifications to the contract documents issued subsequent to the initial printing of this project manual and including but not necessarily limited to printed material referenced by any of these. It is recognized that work of the contract is also unavoidably affected or influenced by governing regulations,natural phenomenon including weather conditions and other forces outside the contract documents. 1.11 CONTRACTOR USE OF PREMISES „0 A. At the pre-construction meeting, and in conformance with the Contract Drawings, the Owner shall instruct the Contractor as to the location to be used by the Contractor for storage and set- up of material and equipment to be used in the work. B. General: The Contractor shall limit use of the premises to the work or project boundary indicated. Allow for Owner occupancy of existing on-site facilities for the operation of school activities and use by the public. The existing Hillcrest Early Learning Center, its playground, supporting improvements and driveways/parking lots will be occupied during portions of the Contract Time for of this project. The North Highlands Neighborhood Center will remain in use during the Project. Porter Brothers Construction is constructing the Meadow Crest Early Learning center concurrently on an adjacent site. 1. Use of the Site: Confine operations at the site to the areas permitted under the Contract. Portions of the site beyond areas on which work is indicated are not to be disturbed. Conform to site rules and regulations affecting the work while engaged in project construction. 2. Keep existing driveways and entrances serving the premises clear and available to the Owner and their employees at all times. Do not use these areas for parking or storage of materials. 3. Do not unreasonably encumber the site with materials or equipment. Confine stockpiling of materials and location of storage sheds to the Staging area indicated and/or within the work area. If additional storage is necessary, obtain and pay for such storage off-site. 4. Lock automotive type vehicles, such as passenger cars and trucks and other mechanized or motorized construction equipment,when parked and unattended, so as to prevent BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000-5 A MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK rr unauthorized use. Do not leave vehicles or equipment unattended with the motor running or the ignition key in place. 5. Smoking or open fires will not be permitted within the building enclosure or on the premises. Persons violating this condition are in violation of State of Washington law for school sites and shall be removed from the project permanently if this rule is violated more than once. 6. Secure all openings and work zone perimeter to prevent unauthorized entry. 7. Assume full responsibility for the protection and safekeeping of tools,equipment, MIN materials, and products under this Contract, stored on the site. 8. Assume full responsibility for site security and safety. 9. Include barriers, directional signs, fencing and security as needed to prevent unauthorized ilk trespassing into construction areas. 10. The construction limits or work zones indicated on the drawings indicate the area to which operation in connection with this project shall be confined for the indicated construction period. 11. Keep work and storage areas in a neat, clean and orderly condition at all times. Should it be necessary at any time to move materials or sheds, Contractor shall move same at his expense. 12. Contractor is responsible for damage to existing property adjacent to the project site andNIP damage must be repaired as work proceeds.Restore/return existing property to its original condition as it was prior to start of project work. 13. Schedule deliveries to prevent conflicts with school start,lunch and stop times between ■r the hours of 8:00 a.m. and to 9:00 a.m., 12:00 to 100 p.m. and the hours of 3:00 p.m. to 4:00 p.m.No deliveries are to occur between these times. 14. Provide traffic control measures as required by local ordinances. 15. Coordinate needs of local transit authority bus stop affected by construction operations. 1.12 MISCELLANEOUS PROVISIONS art A. Stored Products—Refer to Section 016000. 1. Assume full responsibility for the protection and safekeeping of products under this Nil Contract, stored on and off the site. 2. Move any stored products,under Contractor's control, interfering with operations of theno Owner or separate Contractors. 3. Obtain and pay for the use of additional storage,parking or work areas needed for operations. B. Existing Utilities 1. Utilities of record are shown on the Drawings insofar as is possible to do so. These, ,a however, are shown for convenience only and the Owner or Consultants assume no responsibility for improper locations or failure to show utility locations on the Drawings. r■ um BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000-6 rr 4111 MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK do 2. Exercise reasonable care to prevent damage to existing utilities. At Contractor's expense, immediately repair,restore, or relocate. Contractor shall not leave site until repairs have been accomplished. 3. See Drawings and Specifications for particular provisions. C. Objections to Application of Products: All Contractors and Subcontractors performing work on this project shall thoroughly familiarize themselves with specified products and installation procedures and submit to Architect any objections(in writing)no later than ten(10)days prior to Bid Date. Submittal of Bid constitutes acceptance of products and procedures specified. D. Conflicts and Omissions in Drawings and Specifications 1. Bring immediately to Architect's attention any conflicts and omissions between the gie Drawings and Specifications and between the Drawings or specifications and actual site conditions. E. Subcontractor Instructions: Require subcontractors to become familiar with requirements of Division 0,Division 1 and the work of Sections related to their own work. Instruct them that these conditions and requirements apply to their work in each Section of the technical specifications. F. Field Verification: It is the Contractor's responsibility to verify all field measurements and site conditions. No allowance will be made for any items incorrectly fabricated or installed due to failure to perform such verification prior to ordering materials/products or commencing the work. If the Contractor discovers discrepancies between the Contract Documents and actual field measurements,notify the Architect, and allow reasonable time for review of the problem, irr and response to resolve the problem. PART 2 PRODUCTS - (NOT USED) PART 3 EXECUTION 3.01 WORK ZONES-PHASING A. Contractor is required to perform the Work accommodating the Owner's use of the premises during the construction period. Coordinate operations with the construction schedule and Owner. Provide after hours work,multiple shifts,additional crews/supervision/equipment and any other techniques required to accomplish the work on schedule without impacting Owner's use of the site or neighbors with noise,dust, inoperative systems, safety concerns or other impacts. 1111 B. Erosion control measures shall be installed by the Contractor and accepted by the City prior to any other work on-site. C. The existing adjacent building, (e.g. Hillcrest Early Learning,North Highlands Neighborhood Center)shall remain in the Owner's use during the project. All building systems, including, but not limited to safety, light,heat, electricity, communications/data, ingress and egress systems shall be maintained in operation at all times. 1. Take measures to prevent interruptions. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000-7 4r MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK 3.02 COOPERATION AND COORDINATION A. The Contractor is responsible for coordinating and scheduling work of the Subcontractors to expedite progress of the project. General Contractor assumes all responsibility if his Subcontractors do not perform. When emergencies occur or if school operations are compromised due to incomplete or inaccurate work by Subcontractors,the Contractor will take whatever measures are necessary to correct problems at no expense to the Owner and before El leaving the site. 1. Cooperate and coordinate with any other separate Contractors who may be under contract with the Owner on this project. 'El B. Coordinate all uses of premises with the Owner, if Owner occupied. Use of streets and public rights of way must be in accordance with City regulations and ordinances. Obtain Right of Way use permits as the City may require for any in street or street frontage work or work that may otherwise block or limit use of the streets. C. Contractor shall notify the Owner a minimum of seven(7)days prior to interrupting any systems or utilities that affect Owner use of the premises,if occupied. Contractor shall follow any City or utility company protocols for informing neighbors who may be affected by utility shutdowns. In any case,provide affected neighbors minimum of same seven(7)day notice in am writing,unless City/utility has more stringent requirements which then shall govern. 3.03 WORK RESTRICTIONS A. On-Site work hours: Work shall be only performed during hours allowed by the locality. 1. Hours for power,building systems and utilities shutdowns: Schedule during after operating hours or on weekends and at Owner's convenience only. Restore power shutdown services to full operation by 6:00 a.m.on the following day. Provide not less than 7 days notice to Owner of activities that will affect Owner's operations. El 2. Provide temporary power,building systems,and utilities when disruptions affect occupancy. Provide generators and similar items where required. B. Noise control: Comply with all applicable state and local laws, ordinances, and regulations E" relative to noise control. 1. The Contractor shall give the Architect a minimum of seven(7)days notice prior to commencing any activity or operation of machinery from which the noise may be disturbing to occupants of nearby buildings. Any consequences resulting from failure to give such notice shall be the sole responsibility of the Contractor. The Contractor shall comply with any directives the Architect may issue for the purpose of excluding or 'l mitigating any annoyance or disruption due to noise to occupants of the buildings,or the public in general,by the operations under this contract. 2. Use electrically driven equipment rather than pneumatically driven equipment where noise is a concern. 3. Erect temporary noise barriers around noisy equipment where operation cannot be El avoided. 4. Verify and insure that equipment mufflers and noise shrouds are intact and operational. 5. Shut off all equipment that is not in use. El El BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000-8 irri MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK C. Dust Control: Execute Work by methods to minimize raising dust from construction operations. war 1. Provide positive means to prevent air-borne dust from dispersing into atmosphere and surrounding environment. Cover stockpiled material with tarps,wet down, and take other measures appropriate. """ D. Tobacco products are not permitted on grounds and construction site during the Work of this Contract. 3.04 OWNER OCCUPANCY: A. The Owner will occupy the existing facilities(Hillcrest Elementary School and North Highlands Community Center)at all times as indicated in the contract documents. Owner will perform routine maintenance and operations activities. Owner will perform or award contracts for miscellaneous small works projects during the contract period of this project. B. Cooperate with Owner to minimize conflict,and to facilitate Owner's operations. C. Schedule the Work to accommodate Owner occupancy. D. Owner reserves the right to occupy the project prior to the Owner's acceptance of the work. E. Use and occupancy by Owner prior to project acceptance does not relieve Contractor of his responsibility to maintain all insurance and bonds required of Contractor under the contract until project is completed and accepted by Owner. wry 3.05 UTILITY CONNECTIONS A. Contractor shall provide all utilities indicated, servicing the site, complete and operational for their intended use. 1. Work of utilities shall be performed by members of the trades which would normally perform that Work. B. Utilities may include,but are not limited to water, sewer,electrical power,telephone, cable TV and natural gas. C. Coordinate Work activities with utility providers. D. Provide all Work not provided by utility providers including but not limited to excavation, trenching,backfill, fill, compaction,restoration and related activities. E. Provide temporary utility service for systems taken out of service during construction to remaining occupied areas. F. Coordinate work of and provide for all work required by utility providers including but not limited to the following: 1. Initial contact 2. Set up and coordinate site meetings,walk,reviews, etc. 3. Existing utility shut-offs/decommissioning and removal. Coordinate meter/transformer location and orientation. 4. Scheduling of installation and start up activities. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000-9 MEADOW CREST PLAYGROUND SECTION 011000 PROJECT NO. 11.12.116 SUMMARY OF WORK mut 5. Troubleshooting"issues" as needed to provide complete and operational installation. 6. Temporary utility set-up when necessary. 7. Raceway and vault routing and location. 8. Submittal of application and supplemental documents requested by utility provider. 9. Providing timely notices for required responses and payments required of Owner. wr 10. Other activities and support necessary for the timely execution of the Work. 3.06 HAZARDOUS MATERIALS A. Hazardous material remediation is not anticipated in the scope of work of this project. 3.07 ECOLOGICAL REQUIREMENTS A. Conform to Washington State Department of Ecology and with local codes and guidelines regarding pollution control, waste reduction, and recycling. B. Contractor is responsible for securing applicable environmental control permits for all authorities having jurisdiction over construction practices. 3.08 EXISTING CONDITIONS A. Utilities of record require field verification and identification. Where unknown utility lines are encountered,protect from damage and do not assume abandoned before identification is made by utility company. Notify Architect of unauthorized cutting or other damage to utility lines resulting from construction activity and promptly take such measures as directed to make reparation. B. Surveys and reports of existing topographical and subsurface conditions, including locations of utilities, are provided without warranty as to their accuracy or completeness and are intended as general reference to probable conditions. C. Where existing conditions differ from that indicated by Contract Documents: 1. Document and notify Architect immediately of differing conditions. 2. Coordinate and distribute corrections prior to preparing Shop Drawings and before rrr beginning work dependent upon accurate knowledge of conditions. END OF SECTION 011000 alii till BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 011000- 10 MEADOW CREST PLAYGROUND SECTION 012300 PROJECT NO. 11.12.116 ALTERNATES PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY +rr A. Section Includes: 1. Administrative and procedural requirements governing Alternates. B. Related Sections: dr. 1. Division 00 Section through Division 33 Sections. 1.3 DEFINITIONS A. Definition: An alternate is an amount proposed by bidders and stated on the Bid Form (Section 000200) for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if the Owner decides to accept a corresponding change in either the amount of construction to be completed, or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. rr 1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate the Alternate into the Work. No other adjustments are made to the Contract Sum. 410 2. The Contract Time will remain unchanged. 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent Work as necessary to completely and fully integrate that Work into the Project. 401 1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not mentioned as part of the Alternate. r�r B. Notification: Immediately following the award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate whether alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. C. Execute accepted alternates under the same conditions as other Work of this Contract. D. Schedule: A non-technical summary description entitled "Schedule of Alternates" is included at the end of this Section. Specification Sections referenced in the Schedule contain requirements for materials necessary to achieve the Work described under each alternate. Refer to Contract Documents for the scope of Work. .u� BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012300- 1 MEADOW CREST PLAYGROUND SECTION 012300 PROJECT NO. 11.12.116 ALTERNATES PART 2 —PRODUCTS 2.1 SUMMARY DESCRIPTIONS A. Following descriptions are, of necessity, summary in nature. Description is intended to identify general scope of Work included in the Alternate Bid. See Contract Documents for all requirements. 2.2 SCHEDULE OF ALTERNATES sir A. Alternate Bid No. l A—Play Equipment by Landscape Structures 1. Base Bid: Provide Base Bid equipment and surfacing systems only,as indicated in the Contract Documents. 2. Alternate Bid: Provide and install alternate bid equipment at locations indicated on Drawing Sheets L2.4 and L2.5 and specified in Section 329550.Provide associated Work as required by Contract Documents. "1111 B. Alternate Bid No. 1B—Play Equipment by Play World Systems 1. Base Bid: Provide Base Bid equipment and surfacing only, as indicated in the Contract Documents. 2. Alternate Bid: Provide and install alternate bid equipment at locations indicated on Drawing Sheets L2.6 and L2.7 and specified in Section 329550. Provide associated Work as required by Contract Documents. C. Alternate Bid No. 2A—Boulder-Climber by Landscape Structures 1. Base Bid: Provide Base Bid equipment and surfacing only, as indicated in the Contract Documents. 2. Alternate Bid: Provide and install Boulder-Climber at location indicated on Drawing Sheet L2.5 and specified in Section 329550. Provide associated Work as required by Contract Documents. D. Alternate Bid No. 2B—Boulder-Climber by Play World Systems 1. Base Bid: Provide Base Bid equipment and surfacing only,as indicated in the Contract Documents. 2. Alternate Bid: Provide and install Boulder-Climber at location indicated on Drawing Sheet L2.7 and specified in Section 329550. Provide associated Work as required by Contract Documents. ,r E. Alternate Bid No. 3 —Provide Synthetic Turf and Drainage System in lieu of Sod 1. Base Bid: Provide Soil Preparation,Irrigation System, and Sod at locations indicated on Sheet L1.1 and as required by the Contract Documents. r' 2. Alternate Bid: In lieu of Base Bid work,provide synthetic turf and drainage system in accordance with the requirements of the Contract Documents. Provide so associated Work as required by Contract Documents. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012300-2 ' Sri 10 MEADOW CREST PLAYGROUND SECTION 012300 ■r PROJECT NO. 11.12.116 ALTERNATES F. Alternate Bid No. 4—Picnic Shelters and Tables 1. Base Bid: Provide concrete paving with concrete foundations below as indicated to on the Drawings. 2. Alternate Bid: In addition to Base Bid product, provide and install shelters and picnic tables at location indicated on Drawing Sheet L1.1 and as indicated on the Drawings and as specified. Provide associated Work as required by Contract Documents. rr G. Alternate Bid No. 5—Caterpillar Climber 1. Base Bid: Provide poured in place surfacing system over sub-base as indicated. 2. Alternate Bid: Provide Caterpiller Climber at locations indicated on Drawing Sheets L2.5 and L2.7 and associated work complete and ready for use. Integrate equipment into surfacing system. H. Alternate Bid No. 6—Climbing Wall with Slides 1. Base Bid: Provide poured in place surfacing system over sub-base and exposed concrete retaining wall as indicated. err 2. Alternate Bid: Provide Climbing Wall with Slide Assembly at locations indicated on Drawing Sheets L2.5 and L2.7 and associated work complete and ready for use. Integrate equipment into surfacing system. IMO PART 3 —EXECUTION—NOT USED END OF SECTION 012300 rrr 111 011 OS NO BLRB ARCHITECTS 04/02/13 as RENTON SCHOOL DISTRICT PAGE: 012300-3 dik rI MO Ole Mill irir r w nr Or r MEADOW CREST PLAYGROUND SECTION 012500 PROJECT NO. 11.12.116 PRODUCT SUBSTITUTIONS &OPTIONS PART 1 -GENERAL 1.01 DESCRIPTION A. General Requirements 1. Drawings and general provisions of the Contract, including General and other Conditions and other Division 1 - General Requirements sections, apply to the work specified in this Section. 2. Furnish and install products specified, under options and conditions for substitutions stated in this Section. all B. Related Requirements 1. Coordinate related requirements specified in other parts of the Project Manual. C. Products 1. Where specified only by performance or reference standards, select a product meeting standards by any Manufacturer. 2. Where specified by naming several products or Manufacturers, select any product and Manufacturer named. 3. Where specified by naming one or more products, but indicating "or approved" or similar wording after specified listing, submit request for another product substitution on attached form. 4. Where specified by naming only one product and Manufacturer, there is no option, and no substitution will be allowed. D. Substitutions 1. Prior to bid date; submit Product Substitution Requests to Architect: a. Two(2)copies of each form and attachments. b. Submit ten(10)days minimum prior to scheduled Bid Date. c. Accepted substitutions will be acknowledged via Addenda. 2. After Contract date, Owner may, at his option consider certain other substitutions submitted in accordance with requirements of the Section. Indicate one or more of the following reasons for request. a. Substitution is required for compliance with final code interpretation requirements, or insurance regulation. b. Specified product is unavailable through no fault of Contractor. c. Subsequent information discloses specified product unable to perform properly or fit designated space. d. Manufacturer or fabricator refuses to certify or guarantee performance of specified product, as required. e. Substitution saves substantial cost, time or other considerations. (Show accurate cost data on proposed substitution in comparison with product or method specified.) 3. In making request for Substitution,Manufacturer/Contractor represents: a. He has personally investigated proposed product and, in his opinion, it is equal or superior in all respects to that specified. Substantiate whenever requested by Architect. b. He will coordinate installation of accepted substitution into work and guarantees to complete it in all respects. He has outlined any and all changes required in accordance with Form. rr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012500- 1 rrr MEADOW CREST PLAYGROUND SECTION 012500 PROJECT NO. 11.12.116 PRODUCT SUBSTITUTIONS&OPTIONS so c. He will provide the same or an improved guarantee for substitution as for specified product. d. He waives all claims for additional costs related to substitution which consequently al become apparent. e. He agrees to pay all of Owner's additional costs related to substitution which consequently become apparent such as redesign expenses, utility and service relocations,etc. ati f. He agrees to pay for any and all direct or indirect costs on other parts of the Work. g. Cost data is complete and includes all related costs under his Contract,but excludes: 1) Cost under separate Contractors. (Show impact on attached Form). 2) Design Consultants'redesign, unless designated. 4. Substitution will not be considered if: a. They are indicated or implied on Shop Drawings or other Project data submittals, aft without proper notice shown on attached Form. b. Acceptance will require substantial revisions of Contract Documents. 5. Contractor shall pay Architect and his Consultants for time required to review substitutions, if requested. 6. Architect is sole judge of suitability of substitution and decision is final. um PART 2—PRODUCTS-NOT USED PART 3—EXECUTION-NOT USED END OF SECTION wr is No BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012500-2 rrii I SECTION 012500A flento PRODUCT SUBSTITUTION REQUEST Project: Date: dig To: We hereby submit for consideration the following product substitution: ita Section: Page: Paragraph: Specified Item: Proposed Substitution: •" Attached data includes product description, specifications, drawings, photographs and performance and test data adequate for the evaluation of the request; applicable portions of the data are clearly identified. Attached data also includes a description of the changes to the Contract Documents that the proposed im substitution will require for its proper installation. REASON FOR SUBSTITUTION (check one): ❑ Pre-Bid Request WI ❑ Specified item does not meet Code requirements ❑ Specified product unavailable through no fault of Contractor ❑ Specified product unable to perform properly or fit designated space •. ❑ Manufacturer or fabricator refuses to certify or guarantee performance ❑ Substantial cost or time savings •r The Undersigned certifies: • Proposed substitution has been fully investigated and determined to be equal to or superior in all respects to specified item. • Same warranty will be furnished for proposed substitution as for specified product. or • Same maintenance service and source of replacement parts, as applicable, is available • Proposed substitution will have no adverse effects on other trades and will not affect or delay progress schedule. WI • Proposed substitution does not affect dimensions and functional clearances. • Payment will be made for changes to building design, including NE design, detailing and construction costs caused by the substitution. Am Submitted by: Firm: Signed by: Address: WI Telephone: Email: do Supporting Data Attached: ❑Drawings ❑Product Data ['Samples ['Tests ['Reports ❑ NE REVIEW AND ACTION ❑ Substitution Approved—submit in accordance with Specification Section 012500 "a ❑ Substitution Approved as Noted—submit in accordance with Specification Section 012500 ❑ Substitution rejected—submit and use specified materials ❑ Substitution Request Received Too Late—use specified materials illi Signed by: Date: (Architect) Accepted by: Date: ifei (Owner) AN RSD 012500A Rev.02/2012 Page 1 MO MEADOW CREST PLAYGROUND SECTION 012600 PROJECT NO. 11.12.116 CHANGE PROCEDURES PART 1 -GENERAL arw 1.01 GENERAL A. Changes to and/or clarifications of the work may be initiated by a Request for Information, an am Order for a Minor Change in the Work, a Construction Change Directive, a Change Order Proposal or a Change Order. vim B. A change to the Contract Sum and/or Contract Time is only implemented by a Change Order. 1.02 DOCUMENTATION OF COSTS vio A. Unit prices noted on Bid Form shall include all overhead, profit and related costs. Adjustments shall be made in accordance with General Conditions. Contractor shall document quantities used. B. Actual or proposed costs shall be summarized on forms provided by Owner, with all necessary substantiating documentation attached thereto. Contractor and Subcontractor of all tiers shall tio submit Cost Proposal Summary Calculation Forms 1. Form"A"to be filled out by the Contractor. 2. Form`B"to be filled out by Subcontractors and lower tier sub-subcontractors. 3. Summary Forms shall be used to summarize required detailed substantiating cost data. C. Estimates of Not-to-Exceed costs may only be used for the purpose of expediting the Work. D. The Owner reserves the right to request notarized time sheets, invoices and other documentation as necessary to protect the public interest. E. Contractor's quotations shall be valid for 60 days. 1.03 CHANGES TO SCHEDULE A. Contractor shall make every effort to comply with Contract completion date. +a B. Contractor may not make claim for costs or loss of bonus associated with use of float time, if any,between anticipated completion and Contract completion date. 411 C. Only impacts on critical path activities which can be documented as delaying Contract Date of Substantial Completion shall be considered for Contract completion date extension requests. 1.04 REQUEST FOR INFORMATION(RFI) es A. Prepared by Contractor. 1 1" B. Form provided by Owner. C. Delivered to Architect and Owner. D. Response by Architect. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012600- 1 dirmommow +rr MEADOW CREST PLAYGROUND SECTION 012600 PROJECT NO. 11.12.116 CHANGE PROCEDURES so E. Acceptance by Owner. F. Delivered by Architect to Contractor. G. Contractor must either: 1. Proceed upon receipt of response if no cost impact, or, 2. Submit a statement of cost impact within 5 days of receipt of response. a. If cost impact is justified,Architect shall issue a CCD and/or COP. b. If cost impact is not justified, Architect will issue a Notice to Proceed, directing the rr► Contractor to proceed with the work in question,with no change to the Contract sum. H. RFIs and responses shall be numbered consecutively. RFIs reissued for additional clarification or information shall be given decimal extensions(e.g. 12.1). I. Responses shall be marked weekly on Record Drawings and Specifications. 1.05 ORDER FOR A MINOR CHANGE IN THE WORK(OMCW) A. Prepared by Architect. B. Form provided by Owner. so C. No change in time or cost as determined by Architect. D. Delivered to Contractor and Owner for signature. No E. Contractor must either: 1. Proceed upon receipt. 2. Submit a statement of cost impact within the number of days, indicated in the General Conditions,of receipt. a. If cost impact is justified,Architect shall issue a CCD and/or COP. b. If cost impact is not justified, Architect will issue a Notice to Proceed, directing the Contractor to proceed with the work in question,with no change to the Contract sum. F. Order for a Minor Change in the Work shall be numbered consecutively. Reissued OMCWs shall be decimal extensions (e.g. 17.1). so G. Changes shall be marked weekly on record drawings and specifications. 1.06 CONSTRUCTION CHANGE DIRECTIVE(CCD) A. Issued by Architect: 1. in response to an unresolved Order for Minor Change in the Work. 2. in the absence of agreement on Change Order Proposal costs submitted by Contractor. 3. to expedite the work and avoid delays. B. Form provided by Owner. C. Signed by Architect and Owner. D. Contractor must proceed immediately. E. Method of adjustment of Contact sum shall be determined per General Conditions 7.3. Nib BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012600-2 r�r MEADOW CREST PLAYGROUND SECTION 012600 PROJECT NO. 11.12.116 CHANGE PROCEDURES F. Contractor must resubmit substantiation of costs within the number of days indicated in the General Conditions unless otherwise amended on CCD. 1111 1.07 CHANGE ORDER PROPOSAL(COP) A. Issued by Architect. B. May be initiated by Contractor by submitting a written notice to Architect indicating justification and proposed cost impact. C. Must be on form provided by Owner utilizing only mark-ups indicated. 1. Direct costs of labor and fringe benefits shall be limited to the amounts shown in Statement of Intent to pay Prevailing Wages. Additional labor burden costs shall be limited to actual costs substantiated in writing by the Contractor and approved by the Owner and Architect. 2. All indirect costs, including but not limited to such items as insurance, taxes, (except Sales Tax), general conditions, small tool allowance, job truck, plant and equipment costs, and 'li the like, shall be included in the fee allowance, per General Conditions 7.5.6. The fee shall not exceed the percentages specified in the General Conditions. ia" D. Delivered to Contractor. E. Contractor must provide cost data and submit substantiation within the days indicated in arr General Conditions, of receipt. Prime Contractor Cost Proposal Summary Calculation—Form "A" provided by Owner, must be submitted utilizing only markups indicated, along with subcontractor's additional breakdown and backup information on their own format. urn F. Each subcontractor or sub-subcontractor of any tier must submit their cost data on Subcontractor Cost Proposal Summary Calculation — Form "B" provided by Owner, utilizing only mark-ups indicated and attaching additional breakdown and backup information on their own format. G. Architect makes recommendation. H. Owner accepts or rejects: 1. Architect prepares Change Order, or, 2. Architect requests additional cost data,and/or issues CCD. 3. Architect may issue Notice to Proceed to expedite Work. I. Accepted and signed COP is binding on both Owner and Contractor. It is the Notice to Proceed and authorization to do the work as soon as practical. art J. COPs shall be numbered consecutively. Reissued COPs shall be given decimal extensions. K. Changes shall be marked on Record Drawings and Specifications. 1.08 CHANGE ORDER(CO) A. Prepared by Architect. B. May include several COPs or CCDs. rr� BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012600-3 rr a MEADOW CREST PLAYGROUND SECTION 012600 PROJECT NO. 11.12.116 CHANGE PROCEDURES a C. Shall be signed by Contractor as soon as practicable. D. Orders shall be numbered consecutively. E. Changes shall be marked on Record Drawings and Specifications. a F. May be included in Application for Payment only after Board approval. a PART 2—PRODUCTS—NOT USED PART 3—EXECUTION—NOT USED END OF SECTION a a a a r a a ■r BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012600-4 r Mil E. ¢ CAPITAL PROJECTS OFFICE PROJECT: RFI No.: CONTRACTOR: REQUEST FOR INFORMATION Item: Ref. Drawing and/or Spec.: DESCRIPTION OF REQUEST: CONTRACTOR'S INTERPRETATION OR SUGGESTION: aw 4111 Request prepared by: Date: Ailli RESPONSE: err Response prepared by: Date: Owner Acceptance: Date: Copies to: Attachments: RSD RFI 2010-1 CONTRACT MODIFICATION PROCEDURES FORMS 012600A-1 ar e to <,$ , CAPITAL PROJECTSam OFFICE PROJECT: OMC No.: so CONTRACTOR: ORDER FOR A MINOR CHANGE IN THE WORK Item: mit Ref. Drawing and/or Spec.: Description of Minor Change: am am err MO am r. r. ar Prepared by: Date: Owner Acceptance: Date: O M This work shall be performed with no change in Contract cost nor Contract schedule, nor will implementation result in any other subsequent impact to the Contract, unless noted herein. am Contractor Acceptance Date oar RSD OMC 2010-1 CONTRACT MODIFICATION PROCEDURES FORMS 012600B-1 O M ari .E ft E t-, CAPITAL PROJECTS OFFICE PROJECT: CO No.: CONTRACTOR: DATE: CHANGE ORDER Type of Change(s): ❑ Unforeseen 0 Program ❑ Facility ❑Agency ❑ Document Error Condition Enhancement Enhancement Requirement or Omission You are directed to make the following changes to this Contract: arr dill �wr Original Contract Sum $ Net change by previously authorized Change Orders $ Previous Total $ 0.00 Change Amount $ New Contract Sum $ 0.00 The above amount constitutes complete and final settlement of all direct and indirect costs, damages and impacts related to this change,and no change to the Contract Date of Substantial Completion is included in this Change Order unless otherwise directed above. dill Architect: Date: Contractor: Date: Board of Directors Approval: Date: RSD CO-2012-1 012600C-1 �rE I 1E CAPITAL PROJECTS OFFICE am PROJECT: C.O.P. No.: CONTRACTOR: DATE: CHANGE ORDER PROPOSAL Please furnish your proposal and include cost breakdown for performing the changes to the +�. Contract outlined below and/or detailed on the attachments referred to: Reason for Change: ❑ Unforeseen ❑ Program ❑ Facility ❑Agency ❑ Document Error Condition Enhancement Enhancement Requirement or Omission Originator: Date: We propose to perform all changes described in the above request for a total (check one) ❑Addition ❑ Deduction ❑ No change to the Contract Sum of I- , ($ ) (Washington Sales Tax Not Included) in accordance with Article 7 of the General Conditions of the Contract for Construction. The foregoing amount covers all direct and indirect costs related to this change and to the effect of this change on the remainder of the project. All other provisions of the Contract remain in full force and effect. Unless stated to the contrary, the above amount covers all costs, damages and impacts related to this change and no AIM extension of time of completion is requested. Contractor agrees to be bound to this quotation for 60 days after this date, and hereby certifies that all attached documentation supporting above change to Contract Sum is accurate and correct. Contractor: Date: rrr We have carefully examined the foregoing proposal, negotiated with the Contractor where necessary and find it to be reasonable. Architect: Date: aur Project Manager: Date: cur Renton School District hereby accepts the foregoing proposal. This instrument when fully signed constitutes the conditions upon which a Change Order will be issued. Director of Facilities: Date arr RSD COP-2010-1 012600D-1 rrr arr • f t _ CAPITAL PROJECTS OFFICE C PROJECT: CCD No.: +�+ CONTRACTOR: CONSTRUCTION CHANGE DIRECTIVE Item: Ref. Drawing and/or Spec.: In order to expedite the work and avoid delays in the work, the Contract documents are hereby amended as described below and/or detailed on the attachments referred to: ate 111111 ell rr Reason for Change: ❑ Unforeseen ❑ Program ❑ Facility ❑Agency ❑ Document Error nr Condition Enhancement Enhancement Requirement Or Omission Architect: Date: ear Owner Acceptance: Date: Wr You are directed to proceed with this work immediately. Submit costs for work for inclusion in Change Order as follows: ❑ Lump sum per General Conditions 7.3.3.1 ❑ Unit prices per General Conditions 7.3.3.2 ❑ Actual documented costs per General Conditions 7.3.7 and 7.5 err Contractor Acceptance: Date: RSD CCD-2010-1 012600E-1 4111 RENTON SCHOOL DISTRICT FORM 'A' PRIME CONTRACTOR CHANGE ORDER PROPOSAL SUMMARY CALCULATION (ATTACH FORM 'B' FOR SUBCONTRACTORS) CCD# PROJECT &#: COP# CONTRACTOR: DATE: is CHANGE DESCRIPTION: PRIME CONTRACTOR WORK(ATTACH ALL NECESSARY SUBSTANIATING DOCUMENTATION) AMOUNT REVISIONS dio 1. LABOR HRS. @ RATE = - LABOR HRS. @ RATE = - LABOR HRS. @ RATE = - 2. MATERIAL QUAN @ UNIT C= - MATERIAL QUAN @ UNIT C= - MATERIAL (without sales tax) QUAN @ UNIT C= - 3. EQUIPMENT - to 4. SUB-TOTAL (1+2+3) - 5. OVERHEAD & PROFIT (15% OF 4) (Includes Supervision & Management) - 6. TOTAL (4+5) - gill SUBCONTRACTOR'S WORK (ATTACH FORM B, SUBCONTRACTOR COP SUMMARY CALCULATION,&ALL NECESSARY SUBSTANTIATING DUCUMENTATION FOR EACH SUBCONTRACTOR LISTED BELOW) A. (NAME OF SUBCONTRACTOR) 7. SUBTOTAL (Line 4, Form B) 8. TOTAL (Line 6, Form B) fa B. (NAME OF SUBCONTRACTOR) 7. SUBTOTAL (Line 4, Form B) 8. TOTAL (Line 6, Form B) O" C. (NAME OF SUBCONTRACTOR) 7. SUBTOTAL (Line 4, Form B) 8. TOTAL (Line 6, Form B) D. (NAME OF SUBCONTRACTOR) 7. SUBTOTAL (Line 4, Form B) " 8. TOTAL (Line 6, Form B) SUB-TIER SUBCONTRACTOR'S WORK (ATTACH FORM B,SUBCONTRACTOR COP SUMMARY CALCULATION,&ALL NECESSARY SUBSTANTIATING DUCUMENTATION FOR EACH SUBCONTRACTOR LISTED BELOW) A. (NAME OF SUB-TIER SUBCONTRACTOR) 9. SUBTOTAL (Line 7, Form B) III 10. TOTAL (Line 8, Form B) B. (NAME OF SUB-TIER SUBCONTRACTOR) 9. SUBTOTAL (Line 7, Form B) oms 10. TOTAL (Line 8, Form B) C. (NAME OF SUB-TIER SUBCONTRACTOR) r 9. SUBTOTAL (Line 7, Form B) 10. TOTAL (Line 8, Form B) D. (NAME OF SUB-TIER SUBCONTRACTOR) 9. SUBTOTAL (Line 7, Form B) 10. TOTAL (Line 8, Form B) SUMMARY 13. PRIME CONTRACTOR'S WORK (from line 6) 14. SUBCONTRACTOR'S WORK (8A+8B+8C+8D) rr 14a.SUB-TIER SUBCONTRACTOR'S WORK (1 0A+1 0B+1 0C+1 OD) 15. PRIME CONTRACTOR'S 0/P ON SUBCONTRACTORS (8% OF 7A+7B+7C+7D) 15a PRIME CONTRACTOR'S 0/P ON SUB-TIER SUBCONTRACTORS (5% OF 9A+9B+9C+9D) 16. TOTAL SUBCONTRACTOR'S 0/P ON SUB-TIER SUBS (Add all Line 15's, Form B's) 17. SUB-TOTAL (13+14+14a+15+15a+16) 18. PRIME CONTRACT BOND AND INSURANCE PREMIUM 19. TOTAL COST (17+18) PRIME CONTRACTOR'S SIGNATURE OFFICIAL TITLE a a mai a w a a a No a r RENTON SCHOOL DISTRICT FORM 'B' SUBCONTRACTOR CHANGE ORDER PROPOSAL SUMMARY CALCULATION dig (ATTACH ADDITIONAL FORMS FOR EACH LOWER TIER SUBCONTRACTOR) CCD# PROJECT &#: COP# SUBCONTRACTOR: DATE: a CHANGE DESCRIPTION: in SUBCONTRACTOR WORK(ATTACH ALL NECESSARY SUBSTANIATING DOCUMENTATION) AMOUNT REVISIONS 1. LABOR (w/Benefits) (No Supervision or Mgmt.) HRS. @ RATE = - LABOR (w/Benefits) (No Supervision or Mgmt.) HRS. @ RATE = - "�' LABOR (w/Benefits) (No Supervision or Mgmt.) HRS. @ RATE = - 2. MATERIAL (without sales tax) QUAN @ UNIT C= - MIN MATERIAL (without sales tax) QUAN @ UNIT C= - MATERIAL (without sales tax) QUAN @ UNIT C= - 3. EQUIPMENT - "�' 4. SUB-TOTAL (1+2+3) - 5. OVERHEAD & PROFIT (12% OF 4) (Includes Supervision & Management) - 6. TOTAL (4+5)mrs - SUB-TIER SUBCONTRACTOR'S WORK (ATTACH FORM B,SUBCONTRACTOR COP SUMMARY CALCULATION,&ALL NECESSARY SUBSTANTIATING DUCUMENTATION FOR EACH SUBCONTRACTOR LISTED BELOW) a A. (NAME OF SUB-TIER SUBCONTRACTOR) 7. SUBTOTAL (Line 4, Form B) 8. TOTAL (Line 6, Form B) B. (NAME OF SUB-TIER SUBCONTRACTOR) 7. SUBTOTAL (Line 4, Form B) ifs 8. TOTAL (Line 6, Form B) C. (NAME OF SUB-TIER SUBCONTRACTOR) 7. SUBTOTAL (Line 4, Form B) err 8. TOTAL (Line 6, Form B) D. (NAME OF SUB-TIER SUBCONTRACTOR) i 7. SUBTOTAL (Line 4, Form B) 8. TOTAL (Line 6, Form B) SUMMARY 13. SUBCONTRACTOR'S WORK (from line 6) 14. SUBCONTRACTOR'S SUBCONTRACTED WORK (8A+8B+8C+8D) „ ; 15. SUBCONTRACTOR'S O&P ON SUB-SUB'S (8% OF 7A+7B+7C+7D) 16. SUB-TOTAL (13+14+15) 17. TOTAL COST (16) (NO BOND PREMIUMS INCLUDED UNLESS OWNER REQUIRED) rr " SUBCONTRACTOR'S SIGNATURE OFFICIAL TITLE a MEADOW CREST PLAYGROUND SECTION 012900 PROJECT NO. 11.12.116 PAYMENT PROCEDURES doe PART 1 -GENERAL air 1.01 DESCRIPTION A. Progress payments shall be made per General Conditions and as specified hereinafter. 1.02 INCORPORATED DOCUMENTS aaar A. The following documents are incorporated as part of the Contract Documents as if bound herein: 1. Application and Certificate for Payment,AIA Document G702. 2. Continuation Sheet,AIA Document G703. 3. State of Washington Invoice Voucher, F717A. 4. Consent of Surety Company to Final Payment,MA Document G707. 5. Contractor's Affidavit of Release of Liens, AIA Document G706A and Subcontractor's aaalil Representations(Lien Release,Mandatory Form,attached). 6. Contractor's Affidavit of Payment of Debts and Claims, AIA Document G706. B. Payment procedures shall comply with requirements of the above incorporated forms and shall be per General Conditions as modified by the Supplemental Conditions. Invoice formats shall be as approved by District. ma 1.03 PROCEDURES A. Submit itemized payment request as required in General Conditions together with Schedule of Values and other submittals as listed herein. B. Except as otherwise indicated, sequence of progress payments is to be regular, only once per each month and each must be consistent with previous applications and payments; it is recognized that certain applications involve extra requirements, including initial application, application at times of substantial completion, and final payment application. C. The Contractor shall certify that to the best of his knowledge, information, and belief, the work covered by each Application for Payment has been completed in accordance with the Contract IIM Documents, that all amounts have been paid by him for work for which previous Applications for Payment were issued and that all computations, attachments, invoices and representations are truthful and accurate. wr D. Except as otherwise indicated, complete every entry provided for on the various forms, including notarization and execution by authorized persons; incomplete applications will be returned by Architect without action. ais 1. Entries must match current data of schedule of values and progress schedule. E. All entries shall be rounded off to the nearest dollar,with the exception of retainage. 1.04 INITIAL APPLICATION FOR PAYMENT as ar BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012900- 1 MEADOW CREST PLAYGROUND SECTION 012900 PROJECT NO. 11.12.116 PAYMENT PROCEDURES ers A. The principal administrative actions and submittals which must precede or coincide with submittal of first payment application can be summarized as follows, but not necessarily by Oil way of limitation: 1. Statements of Intent to Pay Prevailing Wages on Public Works Contract; Contractor and each Subcontractor. 2. Schedule of Values, allocated to the various portions of the work, including separate 4% close out amount for each line item; the schedule shall be used as a basis for the Contractor's Application for Payment. 3. List of subcontractors and major material suppliers. 4. Schedule of Unit Prices, as applicable. 5. Schedule of Submittals(preliminary if not final). 6. Listing of Contractor's staff assignments; Superintendent, Project Engineer, Administrative Project Manager. 7. Copies of acquired building permits and similar authorizations and licenses from governing authorities for current performance of the work. No 8. Initial progress report,including report of preconstruction meeting. 9. WMBE utilization statement,as applicable. 10. Performance and Payment Bonds. 11. Certificate of Insurance. 12. Retainage Option Form. a. If contractor elects to place retainage funds in an escrow account then submit three original copies of completed escrow agreement for retained funds from a bank or trust. . r 13. Progress Schedule. 14. Quality Control Plan 15. Waste Management Plan 1.05 APPLICATIONS EACH MONTH DURING CONSTRUCTION A. Submit itemized Application for Payment only once per month, in number of copies specified - below, each with Contractor's notarized affidavit and signed receipts from principal subcontractors and suppliers as specified below. rim B. After the first Application for Payment, all copies of each subsequent Application shall be accompanied by Contractor's notarized original signature with the statement that all subcontractors and suppliers have been paid to date as their interests appeared in the previous Application received (less earned retainage applicable to subcontractors). Each subsequent Application shall also be accompanied by signed 'Subcontractor's Representations" forms (the Owner's Lien Release Form) from each subcontractor and supplier, stating that all sub- subcontractors' and suppliers' wages, fringes and taxes arising out of such subcontracts have been paid in full as their interest appeared in the previous Application for Payment. Payment will not be released until all required Subcontractors Representations have been received and .r� reviewed. C. Each Application shall be preceded by or accompanied with"Partial Waiver of Mechanics'Lien by General Contractor" for all subcontracted work and materials supplied from the previous application. Complete lien releases, and notices of intent to pay prevailing wages from all subcontractors for the previous pay request must be received prior to the release of each payment by the Owner. All subcontractors and suppliers will be sent the Owner's pay schedule wu and contact phone number to provide payment information to all inquiries. ■r BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012900-2 rrr MEADOW CREST PLAYGROUND SECTION 012900 PROJECT NO. 11.12.116 PAYMENT PROCEDURES D. Percentages invoiced for Overhead and Profit, Management and Supervision cannot exceed the percentage complete of the entire project. E. Monthly payment period shall begin on the first day of the month and end on the last day of the "° month. F. Draft Application for Payment shall be reviewed by the Owner and Architect at the first weekly Construction Progress Meeting following the end of the subject payment period. G. With each monthly Application for Payment, Contractor shall submit completed and notarized copy of"Summary of Entities Requesting Payment." Use form attached at the end of Section. 1.06 APPLICATION AT TIME OF SUBSTANTIAL COMPLETION A. See Division 1 and General Conditions for principal administrative actions and submittals which must precede or coincide with such special applications. 1.07 FINAL APPLICATION FOR PAYMENT A. See Division 1 and General Conditions for administrative actions and submittals which must precede or coincide with submittal of final payment application. 1.08 APPLICATION TRANSMITTAL A. Submit five (5) executed copies of each approved Application for Payment, one copy of which shall be complete with waivers of lien and similar attachments. a B. Transmit each copy with a transmittal form listing those attachments, and recording appropriate information related to the Application in a manner acceptable to Architect. C. Transmit to Architect by means ensuring receipt within 24 hours. 1.09 PAYMENT FOR STORED MATERIAL A. Payment for stored items will be subject to prior approval by the Owner. 1. On-Site Materials: Progress payments may be made for permanent materials and equipment to be incorporated in the work if approved in advance and suitably stored on the project site. 2. Off-Site Materials: Progress payments may be made for permanent, pre-fabricated err materials or specially designed equipment to be incorporated into the work if approved in advance per terms of General Conditions and stored in a bonded facility, in accordance with manufacturer's instructions. a B. Proof of Need: With payment request for stored material, submit a copy of purchase order and payment voucher clearly identifying the material, specification reference, contract number, and price. The following additional documentation may be requested: 1. Notarized certification of payment from supplier. 2. Copy of canceled check to supplier. r BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012900-3 a eit MEADOW CREST PLAYGROUND SECTION 012900 PROJECT NO. 11.12.116 PAYMENT PROCEDURES irr 3. Lien release from supplier on the Owner's Form. C. Stored materials items may be included in monthly application for payment only after drawing ■r and data submittals, if any are required, have been completed and approved, per Contract Documents. D. Verification of price and payment: The Contractor shall demonstrate that the costs of materials have been paid and will establish the Owner's title to such materials or equipment or otherwise protect the Owner's interest including applicable insurance and transportation for those items stored off-site. E. Partial payment for materials and equipment in advance of installation shall not constitute acceptance thereof and will not relieve Contractor of full responsibility for condition and subsequent acceptance by the Owner. Faulty materials discovered will be rejected even though partial payment may have been made. 1.10 SUBSTANTIATING DATA A. When Architect/Engineer requires substantiating information, submit data in a timely manner + ' justifying line item amounts in question. PART 2—PRODUCTS—NOT USED Si PART 3—EXECUTION—NOT USED END OF SECTION rr ami Si Si Si BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012900-4 rr� RETAINED PERCENTAGE ON PUBLIC WORKS CONTRACT Superintendent of Public Instruction Olympia,Washington Renton School District No.403 dial Contract: RCW 60.28 allows each prime contractor on a public works contract the following options concerning the moneys reserved as retainage from the moneys earned by the Contractor. The Contractor also has the option to submit a bond subject to all claims and liens and in the same manner and priority as set forth for retained percentages for all or any portion of the retainage in a form acceptable to the public body and from a bonding company meeting standards established by the public body. The public body can refuse to accept a bond for good cause. rr School district officials shall require each prime Contractor to complete the following form for the above public works project. STATE FUNDS WILL NOT BE DISTRIBUTED UNTIL THIS FORM IS ON FILE WITH THE SUPERINTENDENT OF PUBLIC INSTRUCTION. CONTRACTOR'S OPTIONS FOR MONEYS RESERVED Retained in a non-interest bearing fund by the public body until 45 days following the Final Acceptance of said improvement or work as completed. Deposited by the public body in an interest bearing account in a bank, mutual savings bank, or savings and loan +rr association designated by the contractor (SPI Form D-162), not subject to withdrawal until after the Final Acceptance of said improvement or work as completed, or until agreed to by both parties: PROVIDED, that interest on such account shall be paid to the Contractor. (Contractor is required to set up separate restricted bank account for this option) to Placed in escrow with a bank or trust company by the public body. When the moneys reserved are placed in escrow, the public body shall issue a check representing the sum of the moneys reserved payable to the bank or trust company and the Contractor jointly. This check shall be converted into bonds and securities chosen by the Contractor and approved by the public body and the bonds and securities shall be held in escrow. Interest on the bonds and securities shall be paid to the Contractor as the interest accrues. (Contractor is required to set up separate restricted bank account for this option) Signature Title Name of Firm Address Date war diss RSD 012900A-1 wr SUBCONTRACTOR'S REPRESENTATIONS rir I. Subcontractor's Affidavit of Payment for Labor and Materials The undersigned,being first duly sworn on oath,deposes and states as follows: arr 1. He/she is(check one): ❑ the ,an officer of ("Subcontractor"),which corporation maintains its principal place of business at the address below. ❑ a member of the partnership which does its business under the name of ("Subcontractor"),which partnership maintains its principal place of business at the address below. '� ❑ engaged in doing business under his or her own name of ("Subcontractor")at the address. rr 2. Subcontractor's street address is: 3. Subcontractor has performed work and/or provided services, labor,and/or material under the terms and conditions of subcontract number dated ("Subcontract")for to ("Contractor"),on the Project("Project")of Renton School District("Owner")to perform the following: [general description of work] 4. The Subcontractor seeks payment from Contractor for work performed during the month of ("Current Month"). The term"Prior Month"refers to the calendar month immediately before the Current Month. 5. All persons,firms and corporations furnishing labor,tools,materials,equipment,services,etc.,through and including the Prior Month in connection with the Project at the request of and for and on behalf of the Subcontractor have been paid in full,and no person,firm or corporation who has furnished any such labor,tools,materials, equipment,services,etc.(including Subcontractor)is able to file a claim or lien against the Project or the retained rr portion of either the Subcontract or the main contract between the Contractor and the Owner for labor,tools, materials,equipment,services,etc.,except as follows: (None unless stated below) rs 6. Through and including the Prior Month,there are no municipal,state or federal charges,levies or taxes unpaid or delinquent which constitute an encumbrance,claim or lien against the Project or real property,or the Contractor's bonds or the retained portion of the Contract between Owner and Contractor. 7. This affidavit is made by the undersigned with a full understanding of the facts as set forth herein,and for the purpose of inducing the Contractor and the Owner to make payment to the Subcontractor on the assurance that there are no liens,claims or encumbrances through the Prior Month,under,by or through Subcontractor,which may in any way reflect against the Contractor or the Owner of the Project,except as noted in Paragraph 5 above. H. Subcontractor's Confirmation of Subcontract Balance 1. Original Subcontract amount $ "o 2. Amount of Change Orders through $ (None unless otherwise stated) 3. Adjusted Subcontract amount $ (Item 1 plus Item 2) 4. Total payments to Subcontractor through Prior Month $ 5. Total Subcontractor retainage through Prior Monthto $ 6. Other deduction(Explain) $ 7. Gross amount due Subcontractor for Current Month $ 8. Net amount due Subcontractor for Current Month $ (after deduction for retainage) (95%of Item 7.) RSD 012900B-1 rr III. Subcontractor's Full Release of Work through Prior Month and Conditional Release of Work in Current Month As a material consideration to the Contractor and the Owner,the Subcontractor,for itself,its employees,and its agents and its lower tier subcontractors and suppliers and each of their respective successors and assigns("Releasing Party"),hereby releases and forever discharges the Contractor,its officers,agents and employees,the Owner,and all sureties and guarantors rw involved in the Project or having any contractual relationship with the Contractor or the Owner("Released Parties"),from any and all claims,demands,actions,causes of action,charges,suits,debts,damages,and liabilities,directly or indirectly,in law or in equity("Claims")related to Work performed through the Prior Month on the Project,and further forever releases, waives and relinquishes all liens,lien claims,lien rights or claims on or against the Project for such Work,which have existed or which now exist,of whatever kind or nature and whether known or unknown or suspected or unsuspected,arising out of or in any way related to the Project;and, contingent upon receipt by Subcontractor of a negotiable draft in the amount confirmed in Part II above,the Releasing Party hereby releases and forever discharges the Released Parties from any and all Claims related to work performed in the Current Month on the Project,and further forever releases,waives and relinquishes all liens,lien claims,lien rights or claims on or against the Project for such Work which have existed or which now exist,of whatever kind or nature and whether known or unknown or suspected or unsuspected,arising out of or in any way related to the Project;PROVIDED,that the Subcontractor does not release or discharge any claim described below it may have against the Contractor nor does it release or discharge any claim for the retainage withheld pursuant to its Subcontract with the Contractor. (None unless stated below) IV. Subcontractor's Indemnification The Subcontractor will indemnify,defend and hold harmless the Contractor,its sureties,the Owner,and each of their la successors and assigns from any pecuniary loss,cost,damage,injury or expense,including attorneys'fees,arising out of or in respect to or in connection with any claim made by any laborer, subcontractor or material supplier which may have furnished any labor,tools,materials,equipment,services,etc.,directly or indirectly to the Subcontractor,or by any taxing as authority having a claim as a result of Subcontractor's nonpayment of taxes due,or by reason of any action brought or judgment recovered by any such laborer,subcontractor,material supplier or taxing authority,any of which occurred through and including the Prior Month. IN WITNESS WHEREOF,the Subcontractor has caused its name to be subscribed this day of Subcontractor rr By: Title State of Washington ) County of )ss On this day of , ,before me personally came ,who being by me first duly sworn,did depose and say: That he(or she)is the of ,the corporation,partnership or firm described in and which executed the foregoing instrument, that he(or she)is duly authorized to act for said corporation,partnership or firm,and that he(or she)did acknowledge to me as that execution of this instrument is his(or her)voluntary act and deed,for the uses and purposes therein expressed. Given under my hand and official seal this day of as Notary Public in and for the , State of Washington. My commission expires: RSD 012900B-2 rri we or ca co= > a) f2 £ 0f § .0 2 k 2 c & mil / k \ & 2a) 2 § R q .ta) •% f [ ) du tk ƒ [ R - 2 % . ■ = Rg ± ± -0 � � k O a).Q— c 1 . k c � j R / @ o a _ cn err 7 ƒ § 2y2 � - « $ a f = o § a) c k o ca. cu § f o c ar 2 c $ R R k 2 < a ue = Ear . m cr co c) m £ 2 - k ail as 0 k / _ dim / < 0- a E 2 0 4— ii — Ma 2 § x - 0- .o 0co0 5 7 \ Qf as < ¥ . @ iii t \gic $ { � a) :ES '- a) o .0 0. a) a_ < / I $ >. we a 8 di z $ 2 >- « liea. Q 2 2 a) co .c . err m re 2 I iso RS L. \ 2 al & f E \ 2 / 1- \ re MEADOW CREST PLAYGROUND SECTION 012973 PROJECT NO. 11.12.116 SCHEDULE OF VALUES PART 1—GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions, Special rrr Conditions, Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. do 1.02 GENERAL A. Submit Schedule of Values to Architect in accordance with the General Conditions. die 1. Coordinate and integrate with CPM schedule. 2. Support values as requested by Architect. 3. Use Schedule as basis for Application for Payment. B. Submit quantities as requested. C. Coordinate related requirements specified in other parts of the Project Manual. ,,, D. Obtain Architects acceptance of schedule of values prior to submittal of initial payment application. 1.03 FORM A. Submit the schedule of values in form approved by the Architect, listing not less than one item for all pertinent activities applicable to each specification Section of the Project Manual, and relating directly to the pertinent application activities of the CPM Schedule. Refer to applicable Divisions 20 through 28 work for additional specific Mechanical and Electrical breakdown requirements. B. Identify each line item with number and title of respective major Specification Section. C. Correlate line items with other administrative schedules and forms required for the work, including CPM progress schedule, project work zones, payment request forms, listing of subcontractors, schedule of alternates, listing of products and principal suppliers and fabricators, and schedule of submittals. D. Provide breakdown of Contract Sum in sufficient detail to facilitate continued evaluation of payment request and progress reports. 1. Each line item shall include a minimum of three sub-items: a. Material b. Labor c. Closeout(4%of total) E. For each line item of installed value exceeding $40,000.00 show breakdown by major projects or operations under each item. F. Break down principal subcontract amounts into several line items; round off to nearest whole dollar,with total equal to Contract sum. G. Upon request of the Architect, submit further breakdown of the work in any of the Sections of the Project Manual. H. Change Orders and their approved sums are to be listed as separate items, with detailed breakdown as requested by Architect. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012973 - 1 rr MEADOW CREST PLAYGROUND SECTION 012973 PROJECT NO. 11.12.116 SCHEDULE OF VALUES I. Listings: Arrange schedule with columns to indicate the following: 1. Item number: Use sequential numbering system. 2. Specification Section: Indicate Specification Section, using decimal extensions, as required, if more than one subcontractor, supplier, etc., is involved, or if Work is broken down by work zone,phase or area(e.g.work zone,wall framing,roof framing, etc.). 3. Description of Work: Provide individual line items for; Subcontractor/Supplier name, and Material, Labor and Closeout values. Where separate material and labor line items are not provided,it shall be assumed that value indicated includes both material and labor. 4. Total dollar value of each line item(individual rows for Material,Labor and Closeout). 5. Percentage of Contract Sum(total shall add up to 100%). 1.04 CONTENT A. Work Zones (phasing): Breakdown schedule of values by phase(work zone) areas indicated on Drawing Sheet PH1.00. B. Include separate line item values for: 1. General Contractor's overhead and profit for entire project 2. General Contractor's project management and supervision 3. Final documentation and punchlist completion of at least 4% of total Contract amount. This shall be calculated and shown separately on each line item. This shall be held in its "o entirety until the item is 100% complete (including completion of punch list), all closeout requirements have been completed and received, and Final Completion has been attained. Release of any portion of this closeout amount on a progress payment will be at the Owner's discretion, subject to the Work in question being deemed 100%complete,with no punch list items anticipated, no outstanding Notices of Non-compliance, and no other outstanding concerns. ■r 4. Construction Surveying. 5. CPM Schedule 6. Mobilization—General(subject to limits indicated in General Conditions). 7. Bond 8. Insurance 9. Security Fencing 10. Site Demolition 11. Site Work On-Site 12. Site Work Off-Site 13. Owner Training 14. Final Cleaning. 15. Operations&Maintenance Manuals 16. Landscape Maintenance. .w 17. Commissioning—General 18. Record Drawing Submittals(subject to limits indicated in General Conditions) C. Provide subtotals for each specification Division in a visually contrasting manner. 1.05 SCHEDULE UPDATING A. Update and resubmit schedule of values when Change Orders affect listing and when actual performance of the work involves necessary changes of substance to values previously listed. 1.06 SUBMITTAL BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012973 -2 MEADOW CREST PLAYGROUND SECTION 012973 PROJECT NO. 11.12.116 SCHEDULE OF VALUES A. Submit(6)copies of schedule to Architect. END OF SECTION err dl Wr rr dl dl dl r■ dl rr dl rw wr ®r BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 012973 -3 .r ow MEADOW CREST PLAYGROUND SECTION 013119 PROJECT NO. 11.12.116 PROJECT MEETINGS me PART 1 -GENERAL 1.1 RELATED DOCUMENTS dli A. Drawings and general provisions of the Contract, including General and Supplementary sr Conditions,and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY die A. This Section specifies administrative and procedural requirements for project meetings, including but not limited to,the following: 1. Preconstruction meeting; so 2. Weekly construction progress meetings; 3. Contractor's coordination meetings; and 4. Pre-installation meetings us5. Commissioning Meetings. 6. Ariel Photography. 1.3 PRECONSTRUCTION MEETING mg A. Preconstruction Meeting: A meeting shall be scheduled by the Architect following contract award. Administrative requirements such as Schedule of Values, Contractor's Quality Control goo Plan, payment applications, progress schedules, Change Order procedures, commissioning, Substantial Completion,Project Closeout, and Final Completion shall be addressed. B. Agenda: Architect shall prepare agenda and provide for Owner's review one week prior to meeting. C. Discussion will cover items of significance including but not limited to the following: 1. Communication chain and persons authorized to direct changes; 2. The Work; 3. Owner's Site Representatives roles; 4. Work hours, sequence,phasing and occupancy; 5. Procedures and processing; a. Applications for Payments; b. Change Order Proposals(COPs); c. Construction Change Directives(CCDs); d. Change Orders(COs); e. Requests for Information(RFIs); f. Orders for Minor Changes to the Work(MCWs); g. Submittals and Submittal Transmittal Forms (STFs); h. Notices of Non-compliance(NNCs); and i. Others as appropriate. 6. Project Record Document(Drawings and Specifications)review on a regular basis; ur 7. Construction facilities and controls; 8. Temporary utilities; 9. Security procedures; 10. Housekeeping procedures; 11. Parking and Deliveries; 12. Project Schedule; BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013119- 1 rw MEADOW CREST PLAYGROUND SECTION 013119 PROJECT NO. 11.12.116 PROJECT MEETINGS 13. Contractor's Quality Control Plan(CQC); a. CQC Representative b. CQC Daily Report c. CQC pre-installation and installation conditions documentation; and d. CQC pre-installation meetings. 14. Hazardous material abatement procedures, if any; 15. Use of site and premises by Owner and Contractor; 16. Emergency phone numbers; 17. Others as appropriate. 18. Emergency phone numbers. D. Record: Meeting minutes shall be taken by Owner and shall stand as record unless objected to in writing by the Contractor within five(5)days of receipt. ri E. Attendees: 1. Testing Lab Representative 2. Soils Engineer 3. Asbestos Consultant 4. Owner 5. Architect and major subconsultants 6. Contractor's Project Manager, Superintendent, and major Subcontractor including: Earthwork,Utilities,Mechanical,Electrical,Demolition and Abatement if applicable. 1.4 CONSTRUCTION PROGRESS MEETINGS A. The Contractor will schedule weekly meetings at Contractor's job site field office to enable an orderly review of the construction progress and to provide for systematic discussion and analysis of concerns that may arise relative to execution of the Work. B. Attendees: 1. Architect and Architect's Consultants,as appropriate; 2. Owner's representatives; 3. Contractor's superintendent,project manager and CQC Plan Administrator; 4. Subcontractors, as appropriate; 5. Suppliers, as appropriate; and 6. Others, as appropriate. C. Agenda: The following items will be discussed: 1. Review and approve minutes of previous minutes; „v 2. Review work progress since previous meetings(3-week short-term schedule); 3. Review work scheduled for next two weeks(3-week short-term schedule); 4. Review CPM schedule to confirm current status of Work; 5. Review Contractor's Quality Control System; 6. Review processing status of the following procedural documents; a. Applications for Payments; b. Change Order Proposals(COPs); c. Construction Change Directives(CCDs); d. Change Orders(COs); e. Requests for Information(RFIs); '' f. Orders for Minor Changes to the Work(MCWs); um BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013119—2 err ININSIONOONNoommim NO MEADOW CREST PLAYGROUND SECTION 013119 PROJECT NO. 11.12.116 PROJECT MEETINGS g. Submittals and Submittal Transmittal Forms(STFs); and h. Notices of Non-compliance(NNCs); and 7. Present, discuss and, when possible, resolve field observation problems, conflicts and tia concerns pertaining to: a. Civil/Landscape items; b. Structural items; "O c. Controls items; d. Mechanical items; e. Electrical items; and f. Architectural/Miscellaneous items. 8. Coordination of separate contracts; and 9. Other business as required. ea C. Record: Meeting minutes shall be taken by Architect, and shall be reviewed/approved at the following Meeting, subject to comments/corrections noted and incorporated into the Minutes of said Meeting. Minutes shall be kept at job site. taa D. Monthly: Monthly tasks shall include: 1. Update and coordination of submittal and change logs. e" 2. Review of request for payment. 3. Review of schedule revisions. NO 1.5 CONTRACTOR'S COORDINATION MEETINGS A. Contractor shall hold weekly coordination meetings with his subcontractors and suppliers for Or coordination of the Work. Meetings shall be held on-site. B. Contractor's Coordination Meetings are in addition to meetings held for other purposes such as weekly Construction Progress Meetings or CQC Pre-installation Meetings. 480 C. Contractor shall record minutes of meeting and distribute copies to Owner and Architect, and to others affected by decisions or actions resulting from each meeting. 1.6 CQC PRE-INSTALLATION MEETINGS A. General: Prior to commencement of work listed below, or as otherwise determined by the Architect or the Owner, the General Contractor or his superintendent, the responsible foremen for the subcontractors performing said Work,plus all associated sub-subcontractors, suppliers, r fabricators, vendors, and others as appropriate, shall attend a meeting for the purpose of establishing a full understanding of the procedures and requirements for the orderly progress of the designated Work. B. All subcontractors and major suppliers are required to attend these pre-installation meetings prior to commencing work on their respective Specification Sections. Contractor may elect to group several Sections or Divisions to minimize the number of these meetings. Refer to Specification Section 01050 for additional requirements pertaining to the Contractor's Quality Control System. �.. C. Contractor shall notify the Architect and Owner not less than seven (7) days prior to the scheduled starting of any of the Work listed below so that they may schedule said meetings. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013119-3 MEADOW CREST PLAYGROUND SECTION 013119 rr PROJECT NO. 11.12.116 PROJECT MEETINGS OM All applicable submittals as well as the Contractor's safety plan and insurance certificates shall have been submitted to and approved by the Owner prior to scheduling. Work requiring pre- installation meetings shall include,but is not necessarily limited to the following: 1. All critical systems,whether or not listed below; 2. Landscaping; 3. Masonry; 4. Structural and miscellaneous steel; 5. Waterproofing/water repellent treatment; 6. Insulation; 7. Sheet metal flashing and metal wall panels; 8. Roofing; 9. Firestopping/firepr000fing; rim 10. Joint sealers; 11. Hollow metal doors and frames; 12. Windows/storefronts/curtain walls; 13. Gypsum board assemblies; 14. Resilient flooring; 15. Carpeting; 16. Painting; rig 17. HVAC equipment and ductwork. 18. Plumbing; 19. Fire sprinkler system; and 20. Fire alarm system. D. Contractor shall record minutes of meeting and distribute copies to Owner and Architect, and to others affected by decisions or actions resulting from each meeting,within seven(7)days of date of Meeting. 1.7 COMMISSIONING MEETINGS A. Refer to Section 019113, Commissioning General Conditions, for attendance, scheduling, and agenda requirements and responsibilities. PART 2- PRODUCTS—NOT USED IMO PART 3- EXECUTION—NOT USED rw END OF SECTION err n o ✓uin ow BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013119-4 All MEADOW CREST PLAYGROUND SECTION 013200 PROJECT NO. 11.12.116 CONSTRUCTION PROGRESS DOCUMENTATION PART 1 - GENERAL err 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General, Supplementary and/or Special Conditions and other Division 01 Specification Sections, apply to this Section. +■ 1.2 SUMMARY 1.2.1 This Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following: 1.2.1.1 Preliminary Construction Schedule. 1.2.1.2 Contractor's Construction Schedule 1.2.1.3 Submittals Schedule. mil 1.3 SUBMITTALS rr 1.3.1 Schedule/Report Submittals: Submit all schedules and reports in both hard copy and machine- readable electronic format. 1.3.2 Submittals Schedule: Submit three copies of schedule. Arrange information in a tabular format. 1.3.3 Preliminary Construction Schedule: Submit three copies. 1.3.4 Construction Progress Schedule Checklist: Include all checklist items on CPM. Submit with initial CPM Schedule do 1.3.5 Contractor's Construction Schedule: Submit two opaque copies of initial schedule, large enough to show entire schedule for entire construction period broken down by work zone area.. 1.3.5.1 Submit an electronic copy of schedule, using software indicated, on CD-R, and labeled to comply with requirements for submittals. Include type of schedule (Initial or Updated) and date on label. 1.3.6 Purchase Orders: Within 10 days of the contractor's receipt, submit copies of purchase orders and acknowledgements of fabrication,production and shipping schedules for all items on the critical path. ;rr 1.3.7 Reports: Concurrent with CPM schedule, submit three copies of each of the following computer- generated reports. Format for each activity in reports shall contain activity number, activity description, cost and resource loading, original duration, remaining duration, early start date, early finish date, late ii"' start date, late finish date, and total float in calendar days. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 013200- 1 r ass MEADOW CREST PLAYGROUND SECTION 013200 PROJECT NO. 11.12.116 CONSTRUCTION PROGRESS DOCUMENTATION 1.3.7.1 Activity Report: List of all activities sorted by activity number and then early start date, or actual start date if known. 1.3.7.2 Logic Report: List of preceding and succeeding activities for all activities, sorted in ascending order by activity number and then early start date,or actual start date if known. 1.3.7.3 Total Float Report: List of all activities sorted in ascending order of total float. 1.3.7.4 Earnings Report: Compilation of Contractor's total earnings from the Notice to Proceed until MO most recent Application for Payment. 1.3.8 Three Week Look-Ahead Schedule: ' ' 1.3.8.1 Short Interval Schedule: Prepare and update for weekly progress meeting, 3-week interval schedule. Show 1 week of actual previous weeks' progress (planned vs. actual performance). Forecast 2 weeks ahead of current time period and completion dates for each activity, task, or event in comparison to prepared schedule. 1.3.8.2 Activities: Short Interval Schedule shall relate directly to activities in construction progress schedule. wn 1.4 REVIEW 1.4.1 Neither the Architect nor the owner shall be deemed to have approved or accepted any such ry material, or its schedule, nor deemed to have waived requirements if some or all of the documentation is not received. 1.4.2 The Architect's review is solely to evaluate compliance with the requirements of the Checklist. Mil The Architect's review shall not constitute an approval or acceptance of the Contractor's means methods, techniques, or sequencing,or its ability to complete the Work in a timely manner. 1.5 COORDINATION/DISTRIBUTION 1.5.1 Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate contractors. 1.5.2 Coordinate and correlate Contractor's Construction Progress Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports. to 1.5.3 Distribute Construction Schedule, including submittal schedule/report, critical path material delivery report, and any other report that should be printable from the information contained in the Schedule's data base. Distribute to owner, Architect, principal subcontractors suppliers or fabricators and others with a need to know the schedule. Post copies in project meeting rooms and field offices. Distribute and post subsequent updated issues to same entities when revisions are made. Delete entities from distribution when they have completed assigned Work, and are no longer involved in performance of scheduled work. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 013200-2 rw MEADOW CREST PLAYGROUND SECTION 013200 PROJECT NO. 11.12.116 CONSTRUCTION PROGRESS DOCUMENTATION 1_6 QUALITY ASSURANCE rr 1.6.1 Prescheduling Conference: Conduct conference at Project site to comply with requirements in Division 01 Section "Project Coordination". Review methods and procedures related to the Preliminary Construction Schedule and Contractor's Construction Schedule. 1.7 USE OF FLOAT TIME 1.7.1 Float time shall be used as indicated in the Special Conditions. PART 2 -PRODUCTS 2.1 SUBMITTALS SCHEDULE 2.1.1 Preparation: Submit a schedule of submittals, arranged in chronological order by dates required by construction schedule. Include time periods allowed by General and Special Conditions for review, resubmittal, ordering,manufacturing, fabrication, and delivery when establishing dates. 2.1.1.1 Coordinate Submittals Schedule with list of subcontracts, the Schedule of Values, and Contractor's Construction Schedule. 2.1.1.2 Recurring Submittal: Submit concurrently with submittal of Contractor's Construction Schedule. 2_2 CONTRACTOR'S CONSTRUCTION SCHEDULE,GENERAL 2.2.1 Procedures: Unless otherwise indicated, comply with procedures contained in AGC's die "Construction Planning& Scheduling." 2.2.2 Time Frame: Extend schedule from date established for the Notice to Proceed to date of Final Completion. 2.2.2.1 Contract completion date shall not be changed by submission of a schedule that shows an early completion date,unless specifically authorized by Change Order. AIN 2.2.3 Activities: Designate each work zone or separate building area as a separate numbered activity for each principal element of the Work. Comply with the following: 2.2.3.1 Activity Duration: Define activities so no activity is longer than 15 days. 2.2.3.2 Submittal Review Time: Include review and resubmittal times indicated in Division 00 Document "General Conditions" in schedule. Coordinate submittal review times in Contractor's Construction Schedule with Submittals Schedule. tie as BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 013200-3 MEADOW CREST PLAYGROUND SECTION 013200 PROJECT NO. 11.12.116 CONSTRUCTION PROGRESS DOCUMENTATION 2.2.3.3 Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 30 days, as separate activities in schedule. Procurement cycle au activities include,but are not limited to,submittals, approvals,purchasing, fabrication, and delivery. 2.2.3.4 Substantial Completion: Indicate completion in advance of date established for Substantial Completion, to allow time for Architect's administrative procedures necessary.for certification of Substantial Completion. 2.2.4 Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected. 2.2.4.1 Work under More Than One Contract: Include a separate activity for each contract. ■r 2.2.4.2 Work by Owner: Include a separate activity for each portion of the Work performed by Owner. 2.2.4.3 Owner-Furnished Products: Include a separate activity for each product. Include delivery date indicated in Division 01 Section "Summary of Work." Delivery dates indicated stipulate the earliest possible delivery date. 2.2.4.4 Work Restrictions: Show the effect of the work restrictions or limitations on the schedule: w 2.2.5 Cost Correlation: At the head of schedule, provide a cost correlation line, indicating planned and actual costs. On the line, show dollar volume of the Work performed as of dates used for preparation of payment requests. 2.2.5.1 Correlate with schedule of values. rig 2.2.5.2 Contractor shall assign cost to construction activities on the CPM schedule. Costs shall not be assigned to submittal activities unless specified otherwise indicated but may, with Architect's approval,be assigned to fabrication and delivery activities.. am 2.2.5.3 Each activity cost shall reflect an accurate value subject to approval by Architect. 2.2.5.4 Total cost assigned to activities shall equal the total Contract Sum. 2.2.6 Activities: Indicate the estimated time duration, sequence requirements, and relationship of each activity in relation to other activities. 2.2.7 Network Diagram: Indicate in detail, and order, the sequence of all significant activities with the following information indicated for each activity on the Network Diagram: 2.2.7.1 Description; 2.2.7.2 Lead Times between order placement and delivery dates; 2.2.7.3 Start and Finish Dates with duration not to exceed 15 days; rr 2.2.7.4 Trade; BLRB ARCHITECTS 04/02/13 rim TACOMA,WASHINGTON PAGE: 013200-4 nr err MEADOW CREST PLAYGROUND SECTION 013200 PROJECT NO. 11.12.116 CONSTRUCTION PROGRESS DOCUMENTATION a 2.2.7.5 Equipment; a 2.2.7.6 Total Float time and free float time 2.2.7.7 Dates for work that must be performed and completed by other contractors and subcontractors to support the Work and the interfaces with other entitities. 2.2.8 Computer Software: Prepare schedules using a program that has been developed specifically to manage construction schedules. 2.2.8.1 Use the most recent version of scheduling software, "Primavera Project Planner (P3) for current Windows version for operating system to produce Construction Schedule and reports. Microsoft"Project"is an acceptable scheduling software. Mr 2.2.8.2 Three Week Look-ahead: "SureTrak" or "Microsoft Excel" may be used for 3-week, look- ahead interval schedules. °ir 2_3 PRELIMINARY CONSTRUCTION SCHEDULE(BAR CHART SCHEDULE) 2.3.1 Bar Chart Schedule: Submit preliminary horizontal bar-chart-type construction schedule with seven(7)days of date established for the initial Notice to Proceed. 2.3.2 Preparation: Indicate each significant construction activity separately and organize around project work zones. Identify first workday of each week with a continuous vertical line. Outline significant construction activities for first 60 days of construction. Include skeleton diagram for the remainder if the Work and a cash requirement prediction based on indicated activities. a 2.4 CONTRACTOR'S CONSTRUCTION SCHEDULE (CPM SCHEDULE) 2.4.1 CPM Schedule: Prepare Contractor's Construction Schedule using a computerized,cost- and resource-loaded,time-scaled CPM network analysis diagram for the Work. 2.4.2 CPM Schedule Preparation: Prepare a list of all activities required to complete the Work. Using the preliminary network diagram, prepare a skeleton network to identify probable critical paths. 2.4.2.1 Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates. 2.4.2.1.1 Identify one critical path only. 2.4.2.2 Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time. 2.4.2.3 Initial Issue of Schedule: Prepare initial network diagram from a list of straight "early start- total float" sort. Identify critical activities. BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 013200-5 so err MEADOW CREST PLAYGROUND SECTION 013200 PROJECT NO. 11.12.116 CONSTRUCTION PROGRESS DOCUMENTATION 2.4.3 Schedule Updating: Concurrent with making revisions to schedule, prepare tabulated reports showing the information required under Coordination paragraph,above. 2.5 WEEKLY LOOK AHEAD SCHEDULE 2.5.1 Three Week Look-Ahead Schedule: Provide data on all upcoming activities including days of work on activity, subcontractors involved, and potential effects on other activities or operations. mg 2.5.1.1 Review: Provide a weekly review of look-ahead schedule. Look-ahead schedule to show all activities for previous week since last meeting and planned work for following two(2)weeks. PART 3 -EXECUTION m 3.1 CONTRACTOR'S CONSTRUCTION SCHEDULE 3.1.1 Contractor's Construction Schedule Updating: At monthly intervals, update schedule to reflect actual construction progress and activities unless need arises. Issue schedule one week before each regularly scheduled progress meeting. 3.1.1.1 Revise schedule immediately after each meeting or other activity where revisions have been recognized or made. Issue updated schedule concurrently with the report of each such meeting. 3.1.1.2 Include a report with updated schedule that indicates every change, including,but not limited to, changes in logic,durations, actual starts and finishes, and activity durations. 3.1.1.3 As the Work progresses, indicate Actual Completion percentage for each activity. 3.1.2 Weekly Three-week look-ahead update: Distribute to meeting attendees, a 3-week look-ahead schedule at the Weekly Progress meeting to allow review of progress and planning of schedule. rri 3.1.3 Distribution: Distribute copies of approved schedule to Architect, Owner, separate contractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility. 3.1.3.1 Post copies in Project meeting rooms and temporary field offices. 3.1.3.2 When revisions are made, distribute updated schedules to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities. so 3.1.4 Failure to Meet Scheduled Dates: Should the Contractor fail to meet any scheduled date as shown on his current Construction Progress Schedule, the Contractor shall, if requested, be required to submit within ten (10) calendar days of the request, an updated Schedule, at its own expense. If the Contractor's progress indicates to the Owner that the Contractor will not achieve Substantial Completion within the Contract Time, the Contractor shall, at its own expense increase its work force and/or working No hours to bring the actual completion dates of the scheduled activities into conformance with its Schedule, BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 013200-6 rir MEADOW CREST PLAYGROUND SECTION 013200 PROJECT NO. 11.12.116 CONSTRUCTION PROGRESS DOCUMENTATION aww and achieve Substantial Completion within the Contract Time. The Contractor shall also submit updated schedule within ten days notice from the Architect that the sequence of the Work varies significantly from that shown on the current Schedule, at its own expense. Neither the Owner nor the Architect will review the substance or sequence of the Contractor's Construction Schedule. r�r 3.1.5 Notifications: The Contractor shall,within seven(7)calendar days of the event,notify the Owner and Architect, in writing, of any proposed changes in the Contractors Construction Progress Schedule, or the Contract Time, and of any event that could delay performance or supplying of any item of the Work, and shall indicate the expected duration of the delay, the anticipated effect of the delay on the Contractor's Schedule, and the action being taken to correct the delay situation. In the event the Contractor is entitled to a change in the Contract Time, the adjustment to the Contract Time shall be limited to the change in the Critical Path of construction activities as authorized by Change Order to the Work NW 11111 di NW WI ■r rr rar '10 BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 013200—7 .rr NW MEADOW CREST PLAYGROUND SECTION 013200 PROJECT NO. 11.12.116 CONSTRUCTION PROGRESS DOCUMENTATION CONSTRUCTION PROGRESS SCHEDULE CHECKLIST (To be submitted with Contractor's Initial Schedule Submittal) The Contractor shall complete the following checklist addressing format and content of Contractor's Con- struction Progress Schedule. For submittal to be complete, all boxes must be checked, and each item cer- tified (initialed) by the Contractor. Architect shall review schedule and confirm that each item is com- plete. CONTR. ARCH. NO. DESCRIPTION CERT. CERT. El 1. Title"Construction Schedule" ❑ 2. Date to be that of original submittal with revision date noted for each subsequent update ❑ 3. Use paper size and production method suitable for up- dating and reproduction throughout duration of project ❑ 4. Schedule shall be a Time-Scaled CPM network diagram indicating project completion at Contract Date of Final Completion ❑ 5. Indicate no more than one (1) critical path (building & sitework) ❑ 6. An Activity Type CPM Schedule clearly identifying the activity and time required for the activity ❑ 7. Be plotted to a calendar-day-based horizontal time scale divided into weekly increments. ❑ 8. Show a logical sequence of the Work to be accom- plished. ❑ 9. Show the order and interdependence, if any, of the Con- tractor's planned activities. Indicate CPM dummy con- straints ❑ 10. No activity shall be longer than 15 calendar days. Break longer activities into separate, smaller units of shorter duration. ❑ 11. Indicate phases or major work zones of construction on the CPM Schedule by logically grouping activities and indicating phase or area in large print. El 12. Show start and finish dates, and lag or overlap of each major element of construction and work zone ❑ 13. Show projected percentages of reasonably anticipated completion for each item as of the last day of each pay + ► period. El 14. Indicate work related to entire project, including work to be performed by others, if any. +�+ BLRB ARCHITECTS 04/02/13 "e TACOMA,WASHINGTON PAGE: 013200-8 um MEADOW CREST PLAYGROUND SECTION 013200 PROJECT NO. 11.12.116 CONSTRUCTION PROGRESS DOCUMENTATION ❑ 15. Indicate actions of Owner materially and logically affect- ing completion date. ❑ 16. Delivery dates of all major items, especially long lead time items. ❑ 17. All interconnecting phases of work among trades, espe- cially where one trade's work affects the schedule of others. ❑ 18. All work affected by seasonal conditions. ❑ 19. Construction of all facilities. '�"' ❑ 20.. Allowance for inclement weather. ❑ 21.. Identify all float times, including total days. - ❑ 22. Final clean up. ❑ 23.. Schedule Owner training for all Critical Systems (prereq- uisite for Substantial Completion). List each training session individually(preliminary 0 &M Manuals must be made available to Owner prior to training sessions). ❑ 24.. Identify all instances of required Notifications from Con- tractor related to specific events such as Commissioning, Substantial Completion, etc. ❑ 25.. All other requirements of this section, whether listed here or not. ON ❑ 26.. Correlated with Schedule of Values, line-by-line for all work activities err ❑ 27.. Resource Loaded (labor, materials&equipment). ❑ 28. Indicate long lead items& highlight. ❑ 29.. Abbreviations and Symbol Legend ❑ 30. Field Mockups ❑ 31. Schedule of Submittals ❑ 32. Mobilization Activities ❑ 33. Close-out Activities ,,,,,,,, ❑ 34. Critical Utility Activities ❑ 35. Critical Municipal Activities +rr END OF SECTION BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 013200-9 MEADOW CREST PLAYGROUND SECTION 013233 PROJECT NO. 11.12.116 PHOTOGRAPHIC DOCUMENTATION 401 WO PART 1 - GENERAL 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General, Supplementary and/or Special Conditions and other Division 01 Specification Sections, apply to this Section. 4411 1.2 SUMMARY 1.2.1 This Section includes administrative and procedural requirements for the following: 4111 1.2.1.1 Preconstruction photographs. 1.2.1.2 Periodic construction photographs. 1.2.2 Related Sections include the following: Ns 1.2.2.1 Division 01 Section"Submittal Procedures" for submitting photographic documentation. 1.2.2.2 Division 01 Section "Contract Closeout" for submitting digital media as Project Record Documents at Project closeout. au 1.2.2.3 Division 01 Section "Demonstration and Training" for submitting DVDs of demonstration of equipment and training of Owner's personnel. 1.2.2.4 Division 02 Section "Structure Demolition" and "Selective Structure Demolition" for photographic documentation before building demolition operations commences. 1.3 SUBMITTALS 1.3.1 Digital Images: Submit a month-by-month complete set of digital image electronic files as Project Record Document on CD-ROM. Identify electronic media with date photographs were taken. Submit images that have same aspect ratio as the sensor,uncropped. rr 1_4 COORDINATION/USAGE RIGHTS air 1.4.1 Auxiliary Services: Provide auxiliary services requested, including access to Project site and use of temporary facilities, including temporary lighting required to produce clear, well-lit photographs without obscuring shadows. 1.4.2 Obtain and transfer copyright usage rights from Contractor to Owner for unlimited reproduction of photographic documentation. ow BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 013233- 1 ow MEADOW CREST PLAYGROUND SECTION 013233 PROJECT NO. 11.12.116 PHOTOGRAPHIC DOCUMENTATION PART 2 - PRODUCTS 2.1 PHOTOGRAPHIC MEDIA le 2.1.1 Digital Images: Provide images in uncompressed TIFF format, produced by a digital camera with minimum sensor size of 4.0 megapixels, and at an image resolution of not less than 1600 by 1200 pixels. PART 3 -EXECUTION 3.1 CONSTRUCTION PHOTOGRAPHS 3.1.1 General: Take photographs using the maximum range of depth of field, and that are in focus, to clearly show the Work. Photographs with blurry or out-of-focus areas will not be accepted. 3.1.2 Digital Images: Submit digital images exactly as originally recorded in the digital camera, without alteration,manipulation, editing, or modifications using image-editing software. 3.1.2.1 Date and Time: Include date and time in filename for each image. uS 3.1.2.2 Field Office Images: Maintain one set of images on CD-ROM in the field office at Project site,available at all times for reference. Identify images same as for those submitted to Architect. 3.1.3 Preconstruction Photographs: Before starting construction, take digital photographs of Project site and surrounding properties, including existing items to remain during construction, from different vantage points. 3.1.3.1 Flag excavation areas before taking construction photographs. 3.1.3.2 Take eight photographs to show existing conditions adjacent to property before starting the Work. ur 3.1.4 Periodic Construction Photographs: Take minimum of 12 digital photographs per week. Insert time interval with the cutoff date associated with each Application for Payment. Select vantage points to show status of construction and progress since last photographs were taken. uS 3.1.5 Directed and Additional Construction Photographs: From time to time, Architect will instruct photographer about number and frequency of , digital photographs and general directions on vantage points. Select actual vantage points and take photographs to show the status of construction and progress S since last photographs were taken. uS END OF SECTION uS BLRB ARCHITECTS 04/02/13 - TACOMA,WASHINGTON PAGE: 013233 -2 .Nr MEADOW CREST PLAYGROUND SECTION 013300 PROJECT NO. 11.12.116 SUBMITTALS, SHOP DRAWINGS,PRODUCT DATA& SAMPLES PART 1 -GENERAL 1.01 GENERAL A. This section includes administrative and procedural requirements for project submittals including, but not limited to, product information, shop drawings, manufacturer's instructions and certificates, and samples. B. Individual submittal requirements are specified in applicable sections for each unit of work. C. Submittals shall be made early enough to account for processing described herein and a INN reasonable period for thorough review by the Architect and Engineers. Submittals requesting action in less than (10) working days are not timely submittals and shall be documented as such. D. Maintain Schedule of Submittals;transmit at or before time indicated. 1. Proposed Schedule of Submittals shall be incorporated into initial Construction Progress Schedule and shall be submitted in a report format within 15 work days after execution of Contract. E. Related Section: General Conditions. 1.02 FORMAT rr A. Identify each submittal with date, project title, detail number and specification section, and re- submittal information if applicable. me B. Contractor shall stamp and sign each submittal indicating compliance with field dimensions and Contract Documents and/or substitutions allowed by Addenda. C. Provide minimum of six(6)copies of each submittal, except as follows: 1. Provide additional or fewer copies if specifically required in related specification sections, or elsewhere in this section. D. Coordinate submittal of different units of interrelated work so that no submittal will be delayed by the Architect's need to review a related submittal. The Architect reserves the right to withhold action on any such submittal until the related submittals and/or samples are received. E. Indicate need for Architect/Owner selection, if any. F. Deviations: Any deviations from Contract Documents in submittals shall be clearly and distinctly denoted. G. Reference to work "by other" or "by others", or any similar designation, shall be assumed to mean "by Contractor" unless otherwise noted. Unless specifically referenced as work or materials "by Owner,"work or materials referenced shall be interpreted as being included in the Contract. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013300- 1 rrl MEADOW CREST PLAYGROUND SECTION 013300 PROJECT NO. 11.12.116 SUBMITTALS, SHOP DRAWINGS,PRODUCT DATA& SAMPLES H. Sortable Data Base: Establish and maintain sortable data base for tracking of all submittals. Provide sorted reports in pdf format as requested by Architect. INN 1.03 SUBMITTALS REQUIRED A. Submittals include but are not limited to: 1. Identification of subcontractors 2. Schedules 3. Site plan indicating usage for staging, storage,temporary controls,etc. is 4. Cost estimate on SPI form D-9,when required. 5. Shop drawings,product data, and samples 6. Mock-ups ww 7. Quality Control Plan per Division 1. 8. Schedule of Values per Division 1. 9. Contract closeout requirements ori 10. Operation,Maintenance and Warranty manuals 11. Certificates of Compliance 12. Project Record Documents 13. Operation and Maintenance Data 111111 14. Extra materials or spare parts 15. Testing results in written or graphic form for all tests and inspections required by the Contract Documents 1.04 DEFINITIONS A. Submittals: Manufacturer's published product information, shop drawings, samples, certifications, guarantees, and the like as required by individual Specification Sections and as requested by Architect or Architect's consultant. B. Product Information: Manufacturer's published technical product information and data, including but not limited to the following: catalogs, catalog cuts, color charts, standard wiring diagrams, printed performance curves, operational range diagrams, mill reports, written ■r installation instructions, standard operating and maintenance manuals, and other relevant information. Where product information must be specifically prepared because standard printed data is not suitable for use, submit as "shop drawings." art C. Shop Drawings: Technical drawings and data, prepared by Contractor, required by the Specifications or the performance of the Work for this project including, but not limited to , fabrication and installation drawings, setting diagrams, shop work manufacturing instructions, templates, patterns, coordination drawings (for use on-site), schedules, design mix formulas, Contractor's engineering calculations, and other relevant information. D. Samples: Physical examples of Work including, but not limited to partial sections of manufactured or fabricated Work, small cuts or containers of materials, complete units of repetitively-used materials, swatches showing color,texture, and pattern, color range sets, units "' of work to be used for independent inspection and testing, and other relevant information. Unless otherwise approved in writing by the Architect, samples shall be of the precise article, material, or finish proposed to be incorporated into the Work. imi BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013300-2 MEADOW CREST PLAYGROUND SECTION 013300 PROJECT NO. 11.12.116 SUBMITTALS, SHOP DRAWINGS,PRODUCT DATA& SAMPLES dW 1.05 SUBMITTALS-GENERAL REQUIREMENTS OF CONTRACTOR A. Provide complete submittal package including all required submittal items, submitted simultaneously, unless otherwise approved by Architect in response to Contractor's written request. B. Pay all costs for materials, reproduction, delivery, and distribution. Pay all costs for additional materials, reproduction, delivery, distribution, and impact on Time of Completion in the event that initial submittals are not approved for failure to comply with the project requirements and requirements of this Section, including content and format of submittal. C. Contractor's submittals reviewed by the Architect or Architect's consultant are not modifications to the Contract. The purpose of Contractor's submittals is to demonstrate to the Architect or Architect's consultant that the Contractor understands the design concept. Contractor demonstrates his understanding of the design concept by indicating which equipment and material he intends to furnish and install and by detailing the fabrication and installation methods he intends to use. WM D. Assume responsibility for satisfactory performance of the Work and for assuring that all materials furnished meet all requirements of the Contract Documents. E. Assume responsibility for checking, confirming, and correlating quantities, dimensions and space requirements at the Project Site, for selecting fabrication processes and techniques of assembly, for coordination of Work with other trades, for union jurisdiction, for infringement of patent rights,and for possible cause of injury to persons or property. F. Markings or comments by Architect or Architect's consultant on submittals shall not be construed as relieving the Contractor from compliance with the requirements of the Contract a. Documents,nor departures therefrom. G. Instruct affected parties to promptly report in writing any inability to comply with provisions of this Section. H. Architect or Architect's consultant's review of submittals is only for general compliance and conformity with the design concept and provisions of the Contract Documents. Any action indicated is subject to the requirements of the Contract Documents. Architect or Architect consultant's review of separate items does not constitute review of assembly in which it functions. I. Telegraphic and facsimile (FAX) submittals are not acceptable unless approved in advance by Architect. Telegraphic and facsimile transmittals shall be followed up with original copies as required. J. Reproduced or copied Contract Documents as the basis for submittals are not acceptable, and if received as a submittal, will be rejected. K. In no case is the Contractor relieved of responsibility for deviations, errors, or omissions in any submittals which would, in effect, modify the Contract Documents or their "intent;" unless specifically brought to the Architect's attention and approved in writing. There is no implied ea BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013300-3 NW MEADOW CREST PLAYGROUND SECTION 013300 PROJECT NO. 11.12.116 SUBMITTALS, SHOP DRAWINGS,PRODUCT DATA& SAMPLES change, approval or responsibility on the Architect in reviewing submittals and giving approval even when they may be unknowingly incorrect or incomplete in some portion. • 1.06 SUBMITTAL PROCEDURES A. Submittal Scheduling: 1. Process and make submittals in such sequence in advance of scheduled dates of installation to expedite the project, to secure required approvals from public Authority Having Jurisdiction (AHJ), and as required to allow time indicated in General Conditions for each rri submittal or re-submittal for Architect's review, unless indicated otherwise. Allow additional time as required for review by Architect's consultants and/or possible revision and re-submittal. 2. Transmit submittals that require color, finish, pattern, texture, and similar selections by the Architect within (60) calendar days after date of Owner's written Notice to Proceed. Comply with submittal schedule. 3. Allow sufficient time for the processing, transmitting, review, and return of submittals to cause no delay in the Work. 4. Failure to make submittals to allow sufficient time for checking and review by Architect or Architect's consultant shall not entitle Contractor to an extension of Time of Completion, roi Substantial or Final. B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Prior to transmitting submittal to Architect, fully coordinate all material including the following: 1. Determine and verify all field dimensions and conditions, materials, catalog numbers, and INN similar data. 2. Coordinate preparation and processing of submittals with all trades, public agencies involved, and performance of construction activities. Transmit each submittal sufficiently in advance of performance of related construction activities to avoid delay. Obtain necessary approvals from public Authorities Having Jurisdiction (AHJ) and obtain written evidence of approval by stamp, letter, or other acceptable means. 3. Make submittals in groups containing all associated or related items. 4. Coordinate each submittal with fabrication, purchasing, testing, delivery, and other submittals and related activities that require sequential activity. 5. Coordinate transmittal of different types of submittals for related elements of the Work so oil processing will not be delayed by the need to review submittals concurrently for coordination. Architect and Architect's consultants reserve the right to withhold review- action on a submittal requiring coordination with other submittals until related submittals are received. Architect will advise the Contractor when a submittal being processed must be delayed for coordination. C. Contractor's Certification: 1. Contractor's certification shall be signed by non-clerical personnel expereinced with on-site construction activities before submitting to Architect. mu 2. Apply Contractor's signed and dated stamp or label to each page of submittal, certifying that review, verification of products required, field dimensions, adjacent construction BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013300-4 ■n rir MEADOW CREST PLAYGROUND SECTION 013300 PROJECT NO. 11.12.116 SUBMITTALS, SHOP DRAWINGS,PRODUCT DATA & SAMPLES Work, and coordination of information, is in accordance with the requirements of the Contract Documents. Size of stamp or label shall be not less than 2 inches by 3 inches. 3. CON TRACTOR'S CERTIFICATION SHALL BE WORDED AS FOLLOWS: "It is hereby certified that the material shown and marked in this submittal is that proposed to be incorporated into the Work under this Contract, is in compliance with the Contract Documents, can be ism installed in the allocated spaces, and is submitted for acceptance." Certified by Date For: (Contractor) 4. Submittals without evidence of Contractor's completed certification stamp or review by non-clerical personnel will be returned to the Contractor without review. Resubmit with required certification stamp signed by non-clerical personnel.. D. Variation from Contract Documents: Furnish written description, separate from submittal, of how submittals vary from requirements of the Contract Documents. E. Submittal Identification,Log, and Transmittal: 1. Number each submittal using specification section number, followed by a dash, followed by a sequentially number beginning with 1 or 01 (e.g. 006100-1). Submittals requiring isresubmittal shall be identified by an alphabetic extension (e.g. 006100-1A, 006100-1B, etc.). 2. Allow space on each submittal for Contractor's certification stamp and Architect or Architect's consultant's review-action stamp. or 3. Maintain a sortable submittal status log for tracking submittals. List all submittals required and indicate actions required by Contractor, Architect, or Architect's consultant. 4. Transmit each submittal separately with an individual transmittal signed by the Contractor. """ Do not combine submittals involving multiple specification sections. This form shall serve as cover sheet and transmittal and no additional paperwork shall cover this form. Attach additional sheet(s)if required. 5. Except for submittals for Division 22 and 26, transmit submittals for each Specification Section separately. Make submittals for all Specifications of Divisions 22 and 26 at one time in separate binders in accordance with the respective requirements those Divisions. wi ,, 6. Package each submittal appropriately for transmittal and handling. Transmit submittals to Architect at Architect's business address or to Owner's representative in person at construction progress meetings. The Architect, after their review, will return ship them to the Contractor. Submittals received from sources other than the Contractor will be returned without review-action unless approved by the Architect before submittal. 7. Provide sorted reports in manner requested by Architect. F. Review-Action&Return of Submittals: 1. Architect or Architect's consultant will review each submittal,mark with a uniform,review- action stamp,appropriately marked to indicate status of submittal. rr a. Final Unrestricted Release: Where submittals are marked "No Exceptions Taken," or similar phrase, that part of the Work covered by the submittal may proceed provided it BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013300-5 MEADOW CREST PLAYGROUND SECTION 013300 PROJECT NO. 11.12.116 SUBMITTALS, SHOP DRAWINGS,PRODUCT DATA& SAMPLES complies with the requirements of the Contract Documents; final acceptance will depend upon that compliance. b. Final-But-Restricted Release: Where submittals are marked "Make Corrections Noted," "Revise As Indicated," or similar phrase, that part of the Work covered by the submittal may proceed provided it complies with the notations or corrections on the submittal and requirements of the Contract Documents; final acceptance will depend upon that compliance. c. Returned for Re-submittal: 1) When submittal is marked "Revise and Resubmit," do not proceed with that part of the Work covered by the submittal including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal in accordance with the notations; resubmit without delay. Repeat as necessary to obtain a different action mark. 2) When submittal is marked "Rejected," "Not Approved," or similar phrase, do not proceed with that part of the Work covered by the submittal including purchasing, fabrication, delivery, or other activity. Revise or prepare a new submittal in MI accordance with the notations; resubmit without delay. Repeat as necessary to obtain a different action mark. 2. Do not permit submittals returned for re-submittal to be used in any part of the Work until Architect's release is obtained. 3. Where a submittal is primarily for information or record purposes, special processing, or other activity,the submittal will be returned to Contractor marked"Action Not Required." 4. Upon completion of review, Architect will return ship to Contractor at Contractor's business address or to Contractor at the project site. G. Re-submittals: rig 1. Make corrections and changes in the submittals required by Architect or Architect's consultant. 2. Identify all revisions made on re-submittals. 3. Indicate other changes that have been made other than those required by Architect or Architect's consultant. 4. Resubmit until approved. H. Distribution: Distribute approved copies of submittals to: 1. Project Site job file. 2. Record Documents file. 3. Other affected Contractors. 4. Subcontractors, Suppliers, and Fabricators. 5. Other affected parties, as appropriate. s 1.07 PRODUCT INFORMATION A. Submit the number of copies which the Contractor requires (including that required for err inclusion in building and operating and maintenance manuals), plus an additional three (3) copies which will be retained by the Architect, Architect's consultant, and Owner. No less than three (3) copies shall be original copies as published by the product manufacturer; photocopies No for this purpose will not be acceptable. B. Mark each copy to identify applicable products, models, options, and other data. Delete inapplicable information. Supplement manufacturers' standard data to provide pertinent me BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013300-6 SW MEADOW CREST PLAYGROUND SECTION 013300 PROJECT NO. 11.12.116 SUBMITTALS, SHOP DRAWINGS,PRODUCT DATA& SAMPLES information unique to this project. Furnish evidence of compliance with required reference standards. 1.08 SHOP DRAWINGS A. General: 1. Present shop drawings in a clear and thorough manner. 2. Reproduced or copied Contract Documents or standard information as the basis for shop drawings are not acceptable,and if received as a shop drawing they will be rejected. 3. Freehand-drawn shop drawings are not acceptable. 4. Size of shop drawing sheets shall be not less than 8 1/2 inches by 11 inches and not more than 36 inches by 42 inches. 5. Draw plans and details to scale(s) not less than as indicated in individual Specification Sections, or, if not indicated, to a scale sufficiently large to clearly show all pertinent features,method of fabrication and connections. do 6. Delete inapplicable information from manufacturer's standard schematic drawings and diagrams and supplement them as required to provide pertinent information unique to this project. B. Include the following information: 1. Name of the firm that prepared each shop drawing. 2. Project identification. 3. Identification of products and materials and compliance with specified standards. 4. Indication by whom materials, items, and installation not supplied or performed by entity submitting shop drawings will be supplied or installed. Every item, material, article, or note on installation, shown or required for fabrication or installation shall be so designated. Do not use the expression"by others" or similar expressions. 5. Reference to Architect's or Architect's consultant's drawing and detail identification. 6. Relation to adjacent structure or materials. 7. Size,type, dimension, and location of all components,jointing, connections, and the like. 8. Fabrication methods, assembly, installation, accessories, fasteners, and other pertinent information. 9. Field dimensions, clearly identified. 10. Notation of coordination requirements. C. Shop Drawings without required information will be rejected. D. Submit in the form of one (1) reproducible transparency (Mylar or paper sepia at Contractor's option) and two (2) opaque (Blueline on white background or photocopy) prints per shop drawing. Roll transparencies, do not fold. After review, Architect and Architect's consultants r will retain opaque copies,will make copies from transparencies for their record, and will return transparencies to Contractor. E. Make number of required prints from approved transparencies for Contractor's, Subcontractors', Suppliers', Fabricators', and others' use (including that required for inclusion in building and operation and maintenance manuals as specified. 1.9 MANUFACTURER'S INSTRUCTIONS BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013300-7 un MEADOW CREST PLAYGROUND SECTION 013300 PROJECT NO. 11.12.116 SUBMITTALS, SHOP DRAWINGS,PRODUCT DATA& SAMPLES urn A. When required by individual Specification Sections and as requested by Architect or Architect's consultants, submit manufacturers' printed instructions for delivery, storage, assembly, installation,adjusting,and finishing of products to Architect for review and approval. B. Identify in writing conflicts between manufacturer's instructions and Contract Documents. 1.10 MANUFACTURER'S CERTIFICATES A. When required by individual specification Sections and as requested by Architect or Architect's ur consultants, submit manufacturers' certificates to Architect for review and approval. B. Indicate material or product complies with, or exceeds, specified requirements. Submit u supporting reference data, affidavits,and certifications as appropriate. C. Certificates must be most recent test results on material or product, and must be acceptable to tre Architect or Architect's consultant. 1.11 SAMPLES A. Submit number of samples Contractor requires plus two (2) additional samples which will be retained by the Architect, Architect's consultant, and Owner. When variation in color, pattern, texture or other characteristics are inherent in the material or product represented, submit uw multiple units (not less than three (3)), that show approximate limits of the variations. Provide additional sample as requested by Architect. a B. Samples retained by Architect and Architect's consultant may be used for quality control comparison of visual characteristics between the final sample submittal and the actual Work as it is delivered and installed. a C. Refer to individual Specification Sections for additional sample requirements that may be required for examination or testing of additional characteristics. Compliance with other requirements is the exclusive responsibility of the Contractor and such compliance is not considered in the Architect's or Architect's consultant's review and action indication on sample submittals. D. Submit actual samples to illustrate functional and aesthetic characteristics of the product, with integral parts and attachment devices,to Architect for review and approval. irrr E. Coordinate sample submittals for interfacing work. F. Submit actual samples of finishes from the full range of manufacturers' standard colors, textures, and patterns for Architect's selection, unless indicated otherwise in individual Specification Sections. Reproductions and photographs are not acceptable. G. Include identification on each sample,with full project information. H. In certain cases as required in the individual Specification Sections or as approved in advance in writing by Architect, samples too large for handling as outlined herein may be prepared and BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013300-8 MEADOW CREST PLAYGROUND SECTION 013300 PROJECT NO. 11.12.116 SUBMITTALS, SHOP DRAWINGS, PRODUCT DATA& SAMPLES maintained at the project site. Architect may waive retention of sample at the time of rrr completion and may waive required quantity requirements. I. Samples will be reviewed for visual qualities only. Compliance with other requirements is the exclusive responsibility of the Contractor. 1.12 START-UP PROCEDURES rr A Include the manufacturer's recommended installation and start-up procedures with associated checklists for each unique piece of equipment under a separate tab titled"Installation/Startup". These procedures and forms shall be for the specific piece of equipment to be provided. B The Contractor is responsible for providing the Commissioning Authority with copies of the following information for inclusion in the Systems Manual. The Commissioning Authority will compile the final Systems Manual based on the contractor submitted documentation along with .rr additional material provided by the Commissioning Authority. 1 As-built documents 2 Description of systems, including capabilities and limitations 3 Operating procedures for all normal, abnormal,and emergency modes of operation 4 Sequence of operation as actually implemented, with control system data including all set points, calibration data, etc. 5 Location of all control sensors and test ports. r 6 Seasonal start-up and shutdown procedures. 7 Control schematics and computer graphics 8 Complete terminal interface procedures and capabilities for DDC systems. 9 A list of recommended operational recordkeeping procedures including sample forms,trend logs, or others, and a rationale for each 10 Maintenance procedures. PART 2—PRODUCTS—NOT USED rr� PART 3—EXECUTION—NOT USED rr END OF SECTION BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 013300-9 MEADOW CREST PLAYGROUND SECTION 014000 PROJECT NO. 11.12.116 QUALITY REQUIREMENTS dill rr PART 1 -GENERAL 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General, Supplementary and/or i. Special Conditions and other Division 01 Specification Sections, apply to this Section. rr 1.2 SUMMARY 1.2.1 This Section includes administrative and procedural requirements for quality assurance and quality control on the project including,but limited to,the following: 1.2.1.1 Contractor's Quality Control 1.2.1.2 Owner's Quality Control 1.2.1.3 Special Tests and Inspections ES 1.2.2 Testing and inspecting services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. 1.2.2.1 Specific quality-assurance and quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may ES also cover production of standard products. 1.2.2.2 Specified tests, inspections, and related actions do not limit Contractor's other quality- assurance and quality-control procedures that facilitate compliance with the Contract Document requirements. 1.2.2.3 Requirements for Contractor to provide quality-assurance and quality-control services required by Architect, Owner, or authorities having jurisdiction are not limited by provisions of this Section. Submit written or graphic results of each test performed on the Project, all reports related to quality and testing,manufacturer or regulatory inspections and approvals for the Project. 1.2.3 Related Sections include the following: 1.2.3.1 Division 01 Section "Construction Progress Documentation" for developing a schedule of required tests and inspections. 1.2.3.2 Divisions 02 through 33 Sections for specific test and inspection requirements. 1.3 DEFINITIONS `r BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014000- 1 ES rir MEADOW CREST PLAYGROUND SECTION 014000 PROJECT NO. 11.12.116 QUALITY REQUIREMENTS 1.3.1 Quality-Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and substantiate that proposed so construction will comply with requirements. 1.3.2 Quality-Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work to evaluate that actual products incorporated into the Work and completed construction comply with requirements. Services do not include contract enforcement activities performed by Architect. rrr 1.3.3 Mockups: Full-size,physical assemblies that are constructed on-site. Mockups are used to verify selections made under sample submittals, to demonstrate aesthetic effects and, where indicated, qualities of materials and execution, and to review construction, coordination, testing, or operation; they are not am Samples.Approved mockups establish the standard by which the Work will be judged. 1.3.4 Laboratory Mockups: Full-size, physical assemblies that are constructed at testing facility to „m verify performance characteristics. 1.3.5 Preconstruction Testing: Tests and inspections that are performed specifically for the Project rim before products and materials are incorporated into the Work to verify performance or compliance with specified criteria. 1.3.6 Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a testing - agency qualified to conduct product testing and acceptable to authorities having jurisdiction, to establish product performance and compliance with industry standards. 1.3.7 Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e., plant,mill, factory, or shop. imi 1.3.8 Field Quality-Control Testing: Tests and inspections that are performed on-site for installation of the Work and for completed Work. 1.3.9 Testing Agency: An entity engaged to perform specific tests, inspections, or both. Testing laboratory shall mean the same as testing agency. 1.3.10 Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an employee, MIN„ Subcontractor,or Sub-subcontractor,to perform a particular construction operation,including installation, erection, application,and similar operations. 1.3.10.1 Using a term such as "carpentry" does not imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter." It also does not imply that requirements specified apply exclusively to trades people of the corresponding generic name. "r" BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014000-2 limmirmorminommion MEADOW CREST PLAYGROUND SECTION 014000 PROJECT NO. 11.12.116 QUALITY REQUIREMENTS 1_4 CONFLICTING REQUIREMENTS 1.4.1 General: If compliance with two or more standards is specified and the standards establish different or conflicting requirements for minimum quantities or quality levels, comply with or exceed the most stringent requirement. Refer uncertainties and requirements that are different, but apparently equal, to Architect for a decision before proceeding. 1.4.2 Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be the minimum provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed the minimum within reasonable limits. To comply with these requirements, indicated numeric values are minimum or maximum, as appropriate, for the context of requirements. Refer uncertainties to Architect for a decision before proceeding. 1_5 SUBMITTALS 1.5.1 Schedule of Tests, Inspections, and Reports: Prepare a schedule of tests, inspections, and similar quality-control services required by the Contract Documents. Submit schedule within 30 days of date diso established for the Notice to Proceed. 1.5.1.1 Distribution: Distribute schedule to Owner, Architect, testing agencies, and each party a" involved in performance of portions of the Work where tests and inspections are required. 1.5.2 Reporting: Submit reports disclosing all aspects of quality control activities. 1.5.3 Qualification Data: For testing agencies specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include proof of qualifications in the form of a recent report on the inspection of the testing agency by a recognized authority. 1.5.4 Reports: Prepare and submit certified written reports that include the following: 1.5.4.1 Date of issue. 1.5.4.2 Project title and number. 1.5.4.3 Name,address, and telephone number of testing agency. rr 1.5.4.4 Dates and locations of samples and tests or inspections. 1.5.4.5 Names of individuals making tests and inspections. 1.5.4.6 Description of the Work and test and inspection method. 1.5.4.7 Identification of product and Specification Section. 1.5.4.8 Complete test or inspection data. 1.5.4.9 Test and inspection results and an interpretation of test results. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014000-3 rn rri MEADOW CREST PLAYGROUND SECTION 014000 PROJECT NO. 11.12.116 QUALITY REQUIREMENTS 1.5.4.10 Record of temperature and weather conditions at time of sample taking and testing and inspecting. 1.5.4.11 Comments or professional opinion on whether tested or inspected Work complies with the Contract Document requirements. 1.5.4.12 Name and signature of laboratory inspector. 1.5.4.13 Recommendations on retesting and reinspecting. 1.5.5 Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, 1111 judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work. 1.6 QUALITY ASSURANCE 1.6.1 General: Qualifications paragraphs in this Article establish the minimum qualification levels required; individual Specification Sections specify additional requirements. 1.6.2 Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling rrr work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. 1.6.3 Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. .r 1.6.4 Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. 1.6.5 Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the - kind indicated. Engineering services are defined as those performed for installations of the system, assembly,or product that are similar to those indicated for this Project in material, design, and extent. 1.6.6 Specialists: Certain sections of the Specifications require that specific construction activities shall be performed by entities who are recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. 1.6.6.1 Requirement for specialists shall not supersede building codes and regulations governing the Work. 1.6.7 Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the experience and capability to conduct testing and inspecting indicated, as documented according to ASTM E 548; and with additional qualifications specified in individual Sections; and where required by authorities having jurisdiction,that is acceptable to authorities. BLRB ARCHITECTS 04/02/13 "e TACOMA,WASHINGTON PAGE: 014000-4 mil MEADOW CREST PLAYGROUND SECTION 014000 PROJECT NO. 11.12.116 QUALITY REQUIREMENTS 1.6.7.1 NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. 1.6.7.2 NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. rrr 1.6.8 Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturer who is trained and approved by manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to those indicated for this Project. 1.6.9 Preconstruction Testing: Where testing agency is indicated to perform preconstruction testing for compliance with specified requirements for performance and test methods, comply with the following: .�r 1.6.9.1 Contractor responsibilities include the following: 1.6.9.1.1 Provide Testing Coordination of floor slab areas in preparation for floor covering installation. 1.6.9.1.2 Provide verifying testing as required by Architect/Owner when additional testing is required. 1.6.9.1.3 Provide Compensation to Owner for additional testing as a result of failed testing results. See also special testing required for Moisture and PH Levels in the Concrete slab. 1.6.9.1.4 Provide test specimens representative of proposed products and construction. • 1.6.9.1.5 Submit specimens in a timely manner with sufficient time for testing and analyzing results to prevent delaying the Work. 1.6.9.1.6 Provide sizes and configurations of test assemblies, mockups, and laboratory mockups to adequately demonstrate capability of products to comply with performance requirements. 1.6.9.1.7 Build site-assembled test assemblies and mockups using installers who will perform same tasks for Project. I,„ 1.6.9.1.8 Build laboratory mockups at testing facility using personnel, products, and methods of construction indicated for the completed Work. 1.6.9.1.9 When testing is complete, remove test specimens, assemblies, mockups, and laboratory mockups; do not reuse products on Project. 1.6.9.2 Testing Agency Responsibilities: Submit a certified written report of each test, inspection, ell and similar quality-assurance service to Architect, with copy to Contractor. Interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents. 1.6.10 Mockups: Before installing portions of the Work requiring mockups, build mockups for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work: "w BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014000-5 rill AM, irr MEADOW CREST PLAYGROUND SECTION 014000 PROJECT NO. 11.12.116 QUALITY REQUIREMENTS 1.6.10.1 Build mockups in location and of size indicated or, if not indicated,as directed by Architect. 1.6.10.2 Notify Architect fourteen (14) days in advance of dates and times when mockups will be constructed. w 1.6.10.3 Demonstrate the proposed range of aesthetic effects and workmanship. 1.6.10.4 Obtain Architect's approval of mockups before starting work,fabrication, or construction. 1.6.10.4.1 Allow seven days for initial review and each re-review of each mockup. 1.6.10.5 Maintain mockups during construction in an undisturbed condition as a standard for judging iti the completed Work. 1.6.10.6 Demolish and remove mockups when directed,unless otherwise indicated. 1.6.11 Laboratory Mockups: Comply with requirements of preconstruction testing and those specified in individual Sections in Divisions 02 through 49. L7 QUALITY CONTROL 1.7.1 Owner Responsibilities: Where quality-control services are indicated as Owner's responsibility, Owner will engage a qualified testing agency to perform these services. 11111 1.7.1.1 Owner will furnish Contractor with names, addresses, and telephone numbers of testing agencies engaged and a description of types of testing and inspecting they are engaged to perform. 1.7.1.2 Costs for retesting and reinspecting construction that replaces or is necessitated by work that Mil failed to comply with the Contract Documents will be charged to Contractor, and the Contract Sum will be adjusted by Change Order. a 1.7.2 Tests and inspections not explicitly assigned to Owner are Contractor's responsibility. Unless otherwise indicated, provide quality-control services specified and those required by authorities having jurisdiction. Perform quality-control services required of Contractor by authorities having jurisdiction, whether specified or not. 1.7.2.1 Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services. a 1.7.2.1.1 Contractor shall not employ same entity engaged by Owner, unless agreed to in writing by Owner. r'r 1.7.2.2 Notify testing agencies at least 24 hours in advance of time when Work that requires testing or inspecting will be performed. .s 1.7.2.3 Where quality-control services are indicated as Contractor's responsibility, submit a certified written report,in duplicate, of each quality-control service. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014000-6 rrr MEADOW CREST PLAYGROUND SECTION 014000 PROJECT NO. 11.12.116 QUALITY REQUIREMENTS 1.7.2.4 Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 1.7.2.5 Submit additional copies of each written report directly to authorities having jurisdiction, AO when they so direct. 1.7.3 Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including service err connections. Report results in writing as specified in Division 01 Section"Submittal Procedures." 1.7.4 Retesting/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that replaced Work that failed to comply with the Contract Documents. a 1.7.5 Associated Services: Cooperate with agencies performing required tests, inspections, and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of personnel. Provide the following: 1.7.5.1 Access to the Work. 1.7.5.2 Incidental labor and facilities necessary to facilitate tests and inspections. air 1.7.5.3 Adequate quantities of representative samples of materials that require testing and inspecting. Assist agency in obtaining samples. 1.7.5.4 Facilities for storage and field curing of test samples. 1.7.5.5 Delivery of samples to testing agencies. MU 1.7.5.6 Preliminary design mix proposed for use for material mixes that require control by testing agency. 1.7.5.7 Security and protection for samples and for testing and inspecting equipment at Project site. ,,,,o, 1.7.6 Coordination: Coordinate sequence of activities to accommodate required quality-assurance and -control services with a minimum of delay and to avoid necessity of removing and replacing construction to accommodate testing and inspecting. 1.7.6.1 Schedule times for tests, inspections, obtaining samples, and similar activities. 1.7.7 Schedule of Tests and Inspections: Prepare a schedule of tests, inspections, and similar quality- control services required by the Contract Documents. Submit schedule within 30 days of date established for the Notice to Proceed. 1.7.7.1 Distribution: Distribute schedule to Owner, Architect, testing agencies, and each party involved in performance of portions of the Work where tests and inspections are required. 1.8 SPECIAL TESTS AND INSPECTIONS BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014000-7 rrr MEADOW CREST PLAYGROUND SECTION 014000 PROJECT NO. 11.12.116 QUALITY REQUIREMENTS wi 1.8.1 Special Tests and Inspections: Owner will engage a qualified testing agency to conduct special tests and inspections required by authorities having jurisdiction as the responsibility of Owner. 1.8.2 Contractor shall submit Statement of Special Inspections to authorities having jurisdiction prior to commencing on-site work. rrr PART 2 - PRODUCTS (NOT USED) PART 3 -EXECUTION 3.1 TEST AND INSPECTION LOG 3.1.1 Prepare a record of tests and inspections. Include the following: 3.1.1.1 Date test or inspection was conducted. 3.1.1.2 Description of the Work tested or inspected. 3.1.1.3 Date test or inspection results were transmitted to Architect. 3.1.1.4 Identification of testing agency or special inspector conducting test or inspection. 3.1.2 Maintain log at Project site. Post changes and modifications as they occur. Provide access to test and inspection log for Architect's reference during normal working hours. 3.2 REPAIR AND PROTECTION 3.2.1 General: On completion of testing, inspecting, sample taking, and similar services, repair so damaged construction and restore substrates and finishes. 3.2.1.1 Provide materials and comply with installation requirements specified in other Specification mat Sections. Restore patched areas and extend restoration into adjoining areas with durable seams that are as invisible as possible. 3.2.1.2 Comply with the Contract Document requirements for Division 01 Section "Cutting and ea Patching." 3.2.2 Protect construction exposed by or for quality-control service activities. 3.2.3 Repair and protection are Contractor's responsibility, regardless of the assignment of responsibility for quality-control services. END OF SECTION BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014000-8 s MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES as wr PART 1 - GENERAL L1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General, Supplementary and/or Special Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 DEFINITIONS 1.2.1 General: Basic Contract definitions are included in the Conditions of the Contract. rr 1.2.2 "Approved": When used to convey Architect's action on Contractor's submittals, applications, and requests, "approved" is limited to Architect's duties and responsibilities as stated in the Conditions of err the Contract. 1.2.3 "Directed": A command or instruction by Architect. Other terms including "requested," "authorized," "selected," "approved," "required," and "permitted" have the same meaning as "directed." re 1.2.4 "Indicated": Requirements expressed by graphic representations or in written form on Drawings, in Specifications, and in other Contract Documents. Other terms including "shown," "noted," ,., "scheduled," and"specified"have the same meaning as "indicated." 1.2.5 "Regulations": Laws, ordinances, statutes, and lawful orders issued by authorities having jurisdiction, and rules, conventions, and agreements within the construction industry that control performance of the Work. 1.2.6 "Furnish": Supply and deliver to Project site, ready for unloading, unpacking, assembly, as installation, and similar operations. 1.2.7 "Install": Operations at Project site including unloading, temporarily storing, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning, and similar operations. 1.2.8 "Provide": Furnish and install, complete and ready for the intended use. vie 1.2.9 "Project Site": Space available for performing construction activities. The extent of Project site is shown on Drawings and may or may not be identical with the description of the land on which Project is to be built. 1_3 INDUSTRY STANDARDS 1.3.1 Applicability of Standards: Unless the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200— 1 rrt MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES MO 1.3.2 Publication Dates: Comply with standards in effect as of date of the Contract Documents, unless otherwise indicated. ii 1.3.3 Copies of Standards: Each entity engaged in construction on Project should be familiar with industry standards applicable to its construction activity. Copies of applicable standards are not bound with the Contract Documents. 1.3.3.1 Where copies of standards are needed to perform a required construction activity, obtain copies directly from publication source. 1.3.4 Abbreviations and Acronyms for Standards and Regulations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the standards and regulations in the following list. Names, telephone numbers, and Web-site addresses are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. N AA Aluminum Association,Inc. (The) (703) 358-2960 www.aluminum.org AABC Associated Air Balance Council (202) 737-0202 www.aabchq.com N AAMA American Architectural Manufacturers Association (847) 303-5664 www.aamanet.org AATCC American Association of Textile Chemists and Colorists (919) 549-8141 www.aatcc.org ABAA Air Barrier Association of America (866)956-5888 www.airbarrier.org ACI American Concrete Institute (248)848-3700 e' www.concrete.org ACPA American Concrete Pipe Association (972)506-7216 rii www.concrete-pipe.org AEIC Association of Edison Illuminating Companies, Inc. (The) (205)257-2530 we www.aeic.org AF&PA American Forest&Paper Association (800)878-8878 www.afandpa.org (202)463-2700 AGA American Gas Association (202)824-7000 www.aga.org rii AGC Associated General Contractors of America(The) (703) 548-3118 www.agc.org BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200-2 ro rn MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES AHA American Hardboard Association (Now part of CPA) ARAM Association of Home Appliance Manufacturers (202)872-5955 www.aham.org AI Asphalt Institute (859)288-4960 www.asphaltinstitute.org AIA American Institute of Architects (The) (800)242-3837 rr www.aia.org (202)626-7300 AISC American Institute of Steel Construction (800)644-2400 www.aisc.org (312)670-2400 AISI American Iron and Steel Institute (202)452-7100 www.steel.org am AITC American Institute of Timber Construction (303)792-9559 www.aitc-glulam.org r�r ALCA Associated Landscape Contractors of America (Now PLANET-Professional Landcare Network) ALSC American Lumber Standard Committee,Incorporated (301) 972-1700 www.alsc.org ro AMCA Air Movement and Control Association International,Inc. (847)394-0150 www.amca.org ANSI American National Standards Institute (202)293-8020 www.ansi.org rr AOSA Association of Official Seed Analysts, Inc. (405)780-7372 www.aosaseed.com APA Architectural Precast Association (239)454-6989 www.archprecast.org APA APA-The Engineered Wood Association (253) 565-6600 www.apawood.org APA EWS APA-The Engineered Wood Association;Engineered Wood Systems (See APA-The Engineered Wood Association) API American Petroleum Institute (202)682-8000 am www.api.org war BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200-3 rr ■r MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES ARI Air-Conditioning&Refrigeration Institute (703) 524-8800 www.ari.org err ASCE American Society of Civil Engineers (800) 548-2723 www.asce.org (703)295-6300 , ASCE/SEI American Society of Civil Engineers/Structural Engineering Institute (See ASCE) ASHRAE American Society of Heating,Refrigerating and Air- (800) 527-4723 Conditioning Engineers www.ashrae.org (404)636-8400 ASME ASME International (800) 843-2763 (American Society of Mechanical Engineers International) (973) 882-1170 www.asme.org ASSE American Society of Sanitary Engineering (440) 835-3040 www.asse-plumbing.org ASTM ASTM International (610) 832-9500 (American Society for Testing and Materials International) www.astm.org • AWCI Association of the Wall and Ceiling Industry (703) 534-8300 www.awci.org um AWCMA American Window Covering Manufacturers Association (Now WCMA) rio AWI Architectural Woodwork Institute (571)323-3636 www.awinet.org AWPA American Wood Protection Association (205)733-4077 sym (Formerly: American Wood Preservers'Association) www.awpa.com ma AWS American Welding Society (800)443-9353 www.aws.org (305)443-9353 AWWA American Water Works Association (800)926-7337 www.awwa.org (303)794-7711 BHMA Builders Hardware Manufacturers Association (212)297-2122 www.buildershardware.com BIA Brick Industry Association(The) (703)620-0010 www.bia.org BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200-4 Air MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES ale ""' BICSI BICSI,Inc. (800)242-7405 www.bicsi.org (813)979-1991 BIFMA BIFMA International (616)285-3963 (Business and Institutional Furniture Manufacturer's Association International) www.bifma.com CCC Carpet Cushion Council (610)527-3880 www.carpetcushion.org CDA Copper Development Association (800)232-3282 www.copper.org (212)251-7200 CEA Consumer Electronics Association (866)858-1555 www.ce.org (703)907-7600 air CGA Compressed Gas Association (703)788-2700 www.cganet.com CIMA Cellulose Insulation Manufacturers Association (888)881-2462 www.cellulose.org (937)222-2462 CISCA Ceilings&Interior Systems Construction Association g y (630) 584-1919 www.cisca.org CISPI Cast Iron Soil Pipe Institute (423)892-0137 www.cispi.org ,., CLFMI Chain Link Fence Manufacturers Institute (301) 596-2583 www.chainlinkinfo.org CRRC Cool Roof Rating Council (866)465-2523 www.coolroofs.org (510)485-7175 CPA Composite Panel Association (301)670-0604 www.pbmdf.com CPPA Corrugated Polyethylene Pipe Association (800)510-2772 +r• www.cppa-info.org (202)462-9607 CRI Carpet and Rug Institute(The) (800) 882-8846 www.carpet-rug.com (706)278-3176 CRSI Concrete Reinforcing Steel Institute (847) 517-1200 www.crsi.org Nei CSI Construction Specifications Institute(The) (800)689-2900 rir BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200-5 MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES www.csinet.org (703)684-0300 mil CTI Cooling Technology Institute (281) 583-4087 (Formerly: Cooling Tower Institute) www.cti.org DHI Door and Hardware Institute (703)222-2010 www.dhi.org sir EIA Electronic Industries Alliance (703) 907-7500 www.eia.org EJCDC Engineers Joint Contract Documents Committee (703)295-5000 www.ejdc.org EJMA Expansion Joint Manufacturers Association,Inc. (914) 332-0040 www.ejma.org ao ESD ESD Association (315) 339-6937 (Electrostatic Discharge Association) www.esda.org ETL SEMCO Intertek ETL SEMCO (800) 967-5352 (Formerly: ITS-Intertek Testing Service NA) www.intertek.com GA Gypsum Association (202)289-5440 www.gypsum.org GANA Glass Association of North America (785)271-0208 www.glasswebsite.com GSI Geosynthetic Institute (610) 522-8440 www.geosynthetic-institute.org HI Hydraulic Institute (973)267-9700 www.pumps.org rr HI Hydronics Institute (908)464-8200 www.gamanet.org HMMA Hollow Metal Manufacturers Association (Part of NAAMM) ■r HPVA Hardwood Plywood&Veneer Association (703)435-2900 www.hpva.org ICEA Insulated Cable Engineers Association,Inc. (770) 830-0369 www.icea.net BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200-6 MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES ICRI International Concrete Repair Institute,Inc. (847) 827-0830 www.icri.org IEC International Electrotechnical Commission 41 22 919 02 11 www.iec.ch IEEE Institute of Electrical and Electronics Engineers,Inc. (The) (212)419-7900 www.ieee.org IESNA Illuminating Engineering Society of North America (212)248-5000 www.iesna.org IEST Institute of Environmental Sciences and Technology (847)255-1561 www.iest.org IGCC Insulating Glass Certification Council (315)646-2234 www.igcc.org IGMA Insulating Glass Manufacturers Alliance (613)233-1510 www.igmaonline.org timi ISO International Organization for Standardization 41 22 749 01 11 www.iso.ch Available from ANSI (202)293-8020 www.ansi.org r�r ITS Intertek Testing Service NA (Now ETL SEMCO) ITU International Telecommunication Union 41 22 730 51 11 www.itu.int/home KCMA Kitchen Cabinet Manufacturers Association (703)264-1690 www.kcma.org LMA Laminating Materials Association (Now part of CPA) LPI Lightning Protection Institute (800)488-6864 www.lightning.org MBMA Metal Building Manufacturers Association (216)241-7333 alli www.mbma.com MFMA Metal Framing Manufacturers Association,Inc. (312)644-6610 www.metalframingmfg.org BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200-7 rib MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES Imo MH Material Handling (Now MHIA) ri MHIA Material Handling Industry of America (800) 345-1815 www.mhia.org (704) 676-1190 sr MPI Master Painters Institute (888) 674-8937 www.paintinfo.com (604)298-7578 UM MSS Manufacturers Standardization Society of The Valve and Fittings (703) 281-6613 Industry Inc. www.mss-hq.com IN NAAMM National Association of Architectural Metal Manufacturers (630)942-6591 www.naamm.org +n NACE NACE International (800) 797-6623 (National Association of Corrosion Engineers International) (281)228-6200 im www.nace.org NADCA National Air Duct Cleaners Association (202)737-2926 re www.nadca.com NAIMA North American Insulation Manufacturers Association (703)684-0084 www.naima.org a NCMA National Concrete Masonry Association (703)713-1900 www.ncma.org +N NCPI National Clay Pipe Institute (262)248-9094 www.ncpi.org a NCTA National Cable&Telecommunications Association (202)775-2300 www.ncta.com IN NEBB National Environmental Balancing Bureau (301)977-3698 www.nebb.org a NECA National Electrical Contractors Association (301)657-3110 www.necanet.org as NEMA National Electrical Manufacturers Association (703) 841-3200 www.nema.org NETA InterNational Electrical Testing Association (888)300-6382 a www.netaworld.org (269)488-6382 NFPA NFPA (800)344-3555 am (National Fire Protection Association) (617)770-3000 BLRB ARCHITECTS 04/02/13 a TACOMA,WASHINGTON PAGE: 014200-8 ma rr MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES www.nfpa.org NFRC National Fenestration Rating Council (301) 589-1776 www.nfrc.org rr NGA National Glass Association (866) 342-5642 www.glass.org (703)442-4890 rr NHLA National Hardwood Lumber Association (800)933-0318 www.natlhardwood.org (901)377-1818 NLGA National Lumber Grades Authority (604) 524-2393 www.nlga.org NOMMA National Ornamental &Miscellaneous Metals Association (888) 516-8585 www.nomma.org ,,,,,, NRCA National Roofing Contractors Association (800)323-9545 www.nrca.net (847)299-9070 NRMCA National Ready Mixed Concrete Association (888)846-7622 um www.nrmca.org (301)587-1400 NSF NSF International (800)673-6275 (National Sanitation Foundation International) (734)769-8010 www.nsf.org IS NWWDA National Wood Window and Door Association (Now WDMA) OPL Omega Point Laboratories,Inc. ON (Now ITS) PCI Precast/Prestressed Concrete Institute (312)786-0300 www.pci.org PDCA Painting&Decorating Contractors of America (800)332-7322 aim www.pdca.com (314) 514-7322 PDI Plumbing&Drainage Institute (800)589-8956 www.pdionline.org (978) 557-0720 PGI PVC Geomembrane Institute (217)333-3929 http://pgi-tp.ce.uiuc.edu PLANET Professional Landcare Network (800) 395-2522 (Formerly: ACLA-Associated Landscape Contractors of (703)736-9666 America) www.landcarenetwork.org BLRB ARCHI I'FCTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200-9 orr lb MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES ea RCSC Research Council on Structural Connections rm www.boltcouncil.org RFCI Resilient Floor Covering Institute (301)340-8580 to www.rfci.com RIS Redwood Inspection Service (888)225-7339 www.redwoodinspection.com (415)382-0662 iii SAE SAE International (877)606-7323 www.sae.org (724)776-4841 IS SDI Steel Deck Institute (847)458-4647 www.sdi.org mil SDI Steel Door Institute (440) 899-0010 www.steeldoor.org ire, SEI/ASCE Structural Engineering Institute/American Society of Civil Engineers (See ASCE) of SGCC Safety Glazing Certification Council (315)646-2234 www.sgcc.org iii SIA Security Industry Association (866) 817-8888 www.siaonline.org (703)683-2075 •, SIGMA Sealed Insulating Glass Manufacturers Association (Now IGMA) it SJI Steel Joist Institute (843)626-1995 www.steeljoist.org MU SMA Screen Manufacturers Association (561)533-0991 www.smacentral.org vim SMACNA Sheet Metal and Air Conditioning Contractors' (703)803-2980 National Association www.smacna.org me SMPTE Society of Motion Picture and Television Engineers (914)761-1100 www.smpte.org mei SPRI Single Ply Roofing Industry (781)647-7026 www.spri.org ow SSINA Specialty Steel Industry of North America (800)982-0355 BLRB ARCHITECTS 04/02/13 re TACOMA,WASHINGTON PAGE: 014200- 10 irk MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES www.ssina.com (202)342-8630 4111 SSPC SSPC: The Society for Protective Coatings (877)281-7772 www.sspc.org (412)281-2331 .r STI Steel Tank Institute (847)438-8265 www.steeltank.com SWRI Sealant, Waterproofing, &Restoration Institute (816)472-7974 www.swrionline.org TCA Tile Council of America,Inc. (Now TCNA) TCNA Tile Council of North America,Inc. (864)646-8453 www.tileusa.com TIA/EIA Telecommunications Industry Association/Electronic Industries (703)907-7700 Alliance www.tiaonline.org TMS The Masonry Society h' (303)939-9700 www.masonrysociety.org TPI Truss Plate Institute, Inc. (703)683-1010 www.tpinst.org .ir TPI Turfgrass Producers International (800)405-8873 www.turfgrasssod.org (847)649-5555 TRI Tile Roofing Institute (312)670-4177 www.tileroofing.org UL Underwriters Laboratories Inc. (877)854-3577 www.ul.com (847)272-8800 UNI Uni-Bell PVC Pipe Association (972)243-3902 www.uni-bell.org USGBC U.S. Green Building Council (800)795-1747 www.usgbc.org USITT United States Institute for Theatre Technology, Inc. (800)938-7488 www.usitt.org (315)463-6463 WASTEC Waste Equipment Technology Association (800)424-2869 www.wastec.org (202)244-4700 rr WCLIB West Coast Lumber Inspection Bureau (800)283-1486 Eli BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200- 11 air r MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES a www.wclib.org (503)639-0651 a WCMA Window Covering Manufacturers Association (212)297-2122 www.wcmanet.org WCSC Window Covering Safety Council (800) 506-4636 (Formerly: WCMA-Window Covering Manufacturers (212)297-2109 Association) www.windowcoverings.org WDMA Window&Door Manufacturers Association (800)223-2301 (Formerly: NWWDA-National Wood Window and Door (847)299-5200 Association) www.wdma.com a WI Woodwork Institute(Formerly: WIC-Woodwork Institute of (916) 372-9943 California) www.wicnet.org WIC Woodwork Institute of California (Now WI) a WMMPA Wood Moulding&Millwork Producers Association (800)550-7889 www.wmmpa.com (530)661-9591 a WSRCA Western States Roofing Contractors Association (800)725-0333 www.wsrca.com (650)570-5441 WWPA Western Wood Products Association (503)224-3930 www.wwpa.org 1.3.5 Code Agencies: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities in the following list. Names, telephone numbers, and Web sites are subject to change and are believed to be accurate and up-to-date as of the date of the Contract Documents. a IAPMO International Association of Plumbing and Mechanical Officials (909)472-4100 www.iapmo.org ICC International Code Council (888)422-7233 www.iccsafe.org rr IBC International Building Code ICC-ES ICC Evaluation Service,Inc. (800)423-6587 a www.icc-es.org (562)699-0543 • BLRB ARCHITECTS 04/02/13 a TACOMA,WASHINGTON PAGE: 014200- 12 rir MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 REFERENCES PART 2 -PRODUCTS (NOT USED) PART 3 - EXECUTION 3_1 KEYNOTES w 3.1.1 Keynotes: Material keynotes are indicated on various sheets of Drawings. The following list of Keynotes is to assist the Contractor. This list is Architect's current master list, which included keynotes which may not be applicable to this project. ®rr 3.1.2 Color/Finish Quantities: List indicates maximum quantities of color/finishes which may be selected by Architect. END OF SECTION rw MN r +r BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014200- 13 rr MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* .r � fITOlf" ... ce , ' 024118 STRUCTUREDEMOLITION 024140 028213 ASBESTOS ABATEMENT BY CONSULTANT 028300 LEAD ABATEMENT BY CONSULTANT 033000 CAST-IN-PLACE CONCRETE 033000.AB ANCHOR BOLT 033000.CBC CAPILLARY BREAK COURSE 033000.0 CONCRETE 033000.CB CONCRETE BEAM 033000.CP CONCRETE COLORED PIGMENT 033000.COL CONCRETE COLUMN fYIY 033000.CST CONCRETE STEEL PAN TREAD 033000.FTG CONCRETE FOOTING 033000.GB CONCRETE GRADE BEAM 033000.PC CONCRETE PILE CAP 033000.PL CONCRETE PLINTH 033000.S CONCRETE SLAB 033000.ST CONCRETE STAIRS 033000.W CONCRETE WALL 033000.CJ CONTRACTION JOINT(CONTROL JOINT) 033000.JF EXPANSION/ISOLATION JOINT FILLER 033000.GF GRANULAR FILL 033000.HP HOUSEKEEPING PAD AND EQUIPMENT BASES 033000.ICC INTERGRAL COLORED CONCRETE 033000.SH SEALER-HARDENER 033000.SR STEEL REINFORCEMENT till 033000.UVR UNDERSLAB VAPOR RETARDER 033000.WS WATERSTOP 033000.WWR WELDED WIRE REINFORCEMENT 033517 HONED CONCRETE FINISHES 033517.CJS CONSTRUCTION JOINT SEALANT 033517.HCF HONED CONCRETE FINISH 033713 SHOTCRETE 033713.S SHOTCRETE 034100 PRECAST STRUCTURAL CONCRETE 034100.BP BEARING PADS dal 034100.HCU HOLLOW CORE UNITS 034100.LDI LIFTING DEVICE/INSERT 034100.NNG NONMETALLIC NONSHRINKING GROUT 034100.RM REINFORCING MATERIALS 034100.ST STRUCTURAL TEE 034500 PRECAST ARCHITECTURAL CONCRETE 034500.MPC MISC.PRE-CAST 034500.CC PRE-CAST CAP OR COPING 034500.CCB PRE-CAST COLUMN BASE 034500.CCP PRE-CAST COLUMN CAPITAL 034500.B PRE-CAST CONCRETE BOLLARD 034500.PS PRE-CAST ENTRY PANEL-SIGN/LOGO/KEYSTONE 034500.PCL PRE-CAST LANDING ire 034500.STR PRE-CAST STAIR RISER AND TREAD 034500.TPC PRE-CAST TREAD 034500 RM REINFORCEMENT MATERIALS 034500.SL STAIR LANDING(Cast-in-place) 034900 GLASS-FIBER REINFORCED CONCRETE 034900 A ANCHORS 034900.P PANELS 034900.PL. ANCHOR PLATE 034900.R REGLETS 035300 CONCRETE TOPPING 035300.BS BONDING SLURRY 035300.ET EMERY AGGREGATE TOPPING 035300.JF JOINT FILLER 035300.T TOPPING ari BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 1 rr urn► MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* �_' „"",,'ia,��` ° ��" ',. '.'('.':� � "',�/�.. �«�����E ��' „QVANTITYOFCOLORSHNISHEDPER�,.��09�,, S 035416 HYDRAULIC CEMENT UNDERLAYMENT 035416.TT CEMENTITIOUS TROWELED TOPPING 035416.0 HYDRAULIC CEMENT UNDERLAYMENT 040120 MAINTENANCE OF UNIT MASONRY 040120,BTC BROWNSTONE TERRA GOTTA MO 040120.BB BUILDING BRICK 040120.0 CLEANING 040120.FB FACE BRICK(VENEER) 040120.GTC GLAZED TERRA GOTTA II 040120.P PATCHING 040120.RA REPAIR ANCHORS 040120.R REPOINTING 040120.SB SALVAGE BRICK 040120,SBS SPECIAL BRICK SHAPES 040120.TC TERRA COTTA 040140 MAINTENANCE OF STONE ASSEMBLIES 040140.A ANCHOR 040140.CF CRACK FILLER 040140.CS CUTTING STONE 040140.QS QUARRY STONE 040140.RS REPAIR STONE 040140.RM REPLACEMENT MORTAR NM 040140,RLS REPLACEMENT STONE 040140.R REPOINTING 040140.SS SALVAGED STONE 040140.SP STONE PATCHING 042000 UNIT MASONRY 042000.A ANCHOR BOLTS 042000.CDM CAVITY DRAINAGE MATERIAL 042000.CM CMU 042000.CMV CMU VENEER 4 042000.CL CONCRETE LINTELS 042000.CJ CONTROL JOINT 042000.EJ EXPANSION JOINT STRIPS 042000.FB FACE BRICK(VENEER) 042000.GCM GLAZED FACE CMU 042000.GS GROUT SOLID 2 042000.JR JOINT REINFORCEMENT 042000.MAU MANUFACTURED ACCENT UNIT(PRAIRIE STONE) 042000.ML MASONRY LINTELS 042000.MC MORTAR CEMENT 4 042000.MDC MORTAR DROP CONTROL 042000.PCJ PREFORMED CONTROL JOINT GASKET 042000.RBV REINFORCED BRICK VENEER 042000.RB REINFORCING BARS 042000.RAF RUBBERIZED ASPHALT FLASHING(FLEXIBLE FLASHING) 042000.SC SOLDIER COURSE 042000.CMC SOLID CMU CAP 042000.SB SOUND BLOCK 042000.MF SPECIAL METAL FLASHING 042000.SSC SPECIAL SHAPE-CMU rni 042000.SSV SPECIAL SHAPE-VENEER 042000.TWF THROUGH-WALL FLASHING 042000.TA TIES/ANCHORS 042000.WV WEEPNENT 042300 GLASS UNIT MASONRY 042300.ES EXPANSION STRIP 042300.GB GLASS BLOCK 042300.GBC GLASS BLOCK CORNERS 042300.GS GRID SYSTEM 042300.PA PANEL ANCHOR 042300.PR PANEL REINFORCEMENT 042300.S SEALANT AND BACKER ROD 044200 EXTERIOR STONE CLADDING PANELS 044200.A ANCHORS 044200.FS BACK-UP FRAMING STRUCTURE 044200.CJ CONTROL JOINT 044200.F FASTENERS BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 2 all MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* rr QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* ANTITY OF COLORS FINISHED PER Section 09900: = C* # art r 044200.M MORTAR 7R 044200.S SEALANT 044200SMF SHEET METAL FLASHING 044200.SH SHIMS 044200ST STONE(TYPE/FIN) 044200.SR STRUTS 044200.WV WEEPSNENTS 047200 CAST STONE MASONRY 047200.CSM CAST STONE MASONRY 047200.CC COLUMN COVERS s11 047200C COPING 047200.E LINTELS 047200.M MEDALLIONS 047200,RA REINFORCEMENT ANCHORS 047200.S SILLS 051200 STRUCTURAL STEEL FRAMING 051200.AR ANCHOR ROD 051200.BGC BELOW GRADE COATING 051200.G GALVANIZING 051200.NMG NON-METALLIC GROUT 051200.A STEEL ANGLE 051200.E STEEL BEAM 051200.CH STEEL CHANNEL 051200.COL STEEL COLUMN 051200.LE STEEL LEDGER 051200.SP STEEL PIPE - 051200.PL STEEL PLATE 051200.R STEEL ROD 051200.T STEEL TUBE 051200.TR THREADED RODS 051200.SB THREADED STEEL BOLT 051213 ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 051213.AES ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 1 052100 STEEL JOIST FRAMING 052100.BCE BOTTOM CHORD EXTENSION 052100.E BRIDGING iai 052100.J STEEL JOIST 052100.JG STEEL JOIST GIRDER 052100.TCE TOP CHORD EXTENSION 053100 STEEL DECKING 053100.ARD ACOUSTICAL ROOF DECK 053100.FCS FLEXIBLE CLOSURE STRIPS 053100.MCS METAL CLOSURE STRIPS 053100.SAI SOUND ABSORBING INSULATION 053100.FD STEEL FLOOR DECK rim 053100.RD STEEL ROOF DECK 054000 COLD-FORMED METAL FRAMING 054000.B BLOCKING 054000.DT DEFLECTION TRACK 054000.RF RESILIENT FURRING 054000.SF SOFFIT FRAMING 054000.SC STEEL CLIPS 054000.J STEEL JOISTS 054000.S STEEL STUDS 054000.ZSF Z-SHAPE FURRING 055000 METAL FABRICATIONS 055000.AMN ABRASIVE METAL NOSING 055000.AP ADA DOOR ACTIVATOR POST 055000.AL ALUMINUM 055000.ASA APPARATUS SUPPORT ASSEMBLY 055000.CGS CORNER GUARDS-STAINLESS 055000.DAP DECORATIVE ALUMINUM PANEL 055000.F FASTENER ADD#3 055000.G GALVANIZED 055000.GT GATE(MANUAL SWING) 055000.HB HOIST BEAM 055000.IS INSECT SCREEN BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 3 MEADOW CREST PLAYGROUND SECTION 014200 trr PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* ,�, fi ' �„ � ��... ... 055000.LSC LADDER SAFETY CAGE 055000.BLP LOOSE BEARING AND LEVELING PLATES 055000.SL LOOSE STEEL LINTEL 055000.MB METAL BOLLARDS 2 055000.MF METAL FABRICATIONS 055000.MFP METAL FLOOR PLATE 055000.ML METAL LADDER 055000.MLB METAL LADDER BRACKET ADD#3 055000.MSL METAL SHIPS LADDER 055000.MSC METAL STAIRS(CONCRETE FILLED TREADS) 055000.MSI METAL STAIRS(INDUSTRIAL TYPE) 055000.MSP METAL STAIRS(PRECAST TREADS) 055000.B MISC.FRAMING&SUPPORTS-BRACES 055000.RA MISC.FRAMING&SUPPORTS-ROOF ANGLE 055000.PL MISC.FRAMING STEEL PLATES 055000.MST MISCELLANEOUS STEEL TRIM 055000.PMP PERFORATED METAL PANEL 055000.PG PIPE GUARDS 055000.SA SHELF ANGLES 055000.SCF SLOTTED CHANNEL FRAMING 055000.SCG STEEL ANGLE CORNER GUARDS 055000.STA STEEL ANGLES 055000.SB STEEL BAR 055000.P STEEL PIPE 055000.T STEEL TUBE 055000.SWA STEEL WELD PLATES AND ANGLES so 055000.TCG TRAFFIC CONTROL GATE 055100 METAL STAIRS 055100.A ANCHORS 055100.MS METAL STAIRS 055100.MSC METAL STAIRS(CONCRETE FILLED TREADS) 055100.MSI METAL STAIRS(INDUSTRIAL TYPE) 055100.MSP METAL STAIRS(PRECAST TREADS) 055100.SR STAIR RAIL 11111 055100.STR STEEL TUBE RAILING 055133 ALTERNATING TREAD STAIR 055133.ATS ALTERNATING TREAD STAIR 1 055133.H HANDRAIL 055133.L LANDING 055133.S STRINGERS 055213 PIPE&TUBE RAILINGS 055213.AP ANCHORING POST 055213.EMP EXPANDED METAL INFILL PANEL 055213.HR HANDRAIL 055213.SPT STAINLESS STEEL PIPE&TUBE RAILINGS 055213.SSR STAINLESS STEEL RAILINGS 055213.PR STEEL PIPE RAILING 055213.T TOEBOARD 055213.RRP REMOVABLE RAILING POST 055213.WB WALL BRACKET(HANDRAIL) 055213.WMP WOVEN-WIRE MESH INFILL PANELS 055300 METAL GRATINGS 055300.EMG EXPANDED-METAL GRATINGS 055300.EAG EXTRUDED-ALUMINUM PLANK GRATES 055300.FG FLOOR GRATE(METAL PLANK) 055300.FPG FORMED METAL PLANK GRATES 055300.MBG METAL BAR GRATING 055300.MGF METAL GRATE&FRAME 057300 DECORATIVE METAL RAILINGS&SYSTEMS 057300.DMS DECORATIVE METAL RAILING SYSTEM 057300.GIP GLASS INFILL PANELS 057300.IR ILLUMINATED RAILING 057300.PGS POST AND GLASS SUPPORTED RAII..ING 057300 SSR STAINLESS STEEL RAILING 057300.SR STEEL RAILING 061000 ROUGH CARPENTRY 061000.EWB ENGINEERED WOOD BLOCKING BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 4 rr� me MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = BA mai QUANTITY OF COLORS FINISHED PER Sectionn 09900: = CA 061000.EWP ENGINEERED WOOD PRODUCTS-STUDS 061000.FRT FIRE RETARDANT TREATED WOOD 061000.LVL LAMINATED-VENEER LUMBER 061000.MFA METAL FRAMING ANCHOR(S)(TYPE) 061000.PSL PARALLEL-STRAND LUMBER 061000.PBP PLYWOOD BACKING PANELS(ELEGTEL BDS-FIRE RATED) rrll 061000.PT PRESERVATIVE TREATED WOOD 061000.RB RIM BOARDS 061000.TF TIMBER FRAMING 061000.WB WOOD BLOCKING au 061000.WC WOOD CANT 061000.WFR WOOD FRAMING 061000.WFU WOOD FURRING 061000.WIJ WOOD I-JOISTS 061000.WN WOOD NAILER CONTINUOUS 061000.WP WOOD PLATE 061000.WS WOOD SHIM 061053 MISCELLANEOUS ROUGH CARPENTRY 061053.FRT FIRE RETARDANT TREATED WOOD 061053.PBP PLYWOOD BACKING PANELS(ELECtTEL BDS-FIRE RATED) 061053 PT PRESERVATIVE TREATED WOOD 061053.WB WOOD BLOCKING 061053,WC WOOD CANT ari 061053.WFR WOOD FRAMING 061053,WFU WOOD FURRING 061053.WN WOOD NAILER CONTINUOUS 061053.WS WOOD SHIM 8.8 061323 HEAVY TIMBER FRAMING 061323.PT PRESSURE TREATMENT 061323,T TIMBER MEMBERS 061323,TC TIMBER CONNECTIONS 061500 WOOD DECKING 061500.GWD GLU-LAM WOOD DECK tie 061500.SSD SOLID SAWN DECKING 061600 SHEATHING 061600.BP BUILDING PAPER 061600.NB COMPOSITE NAIL BASE INSULATED ROOF SHEATHING 061600.CB COVER BOARD 061600.PWF FIRE RETARDANT TREATED PLYWOOD 061600.FF FLEXIBLE FLASHING 061600.FWS FOAM WALL SHEATHING via 061600.GMS GLASS MAT GYPSUM WALL SHEATHING 061600.PFU PLYWOOD FLOOR UNDERLAYMENT 061600.PW PLYWOOD 061600.PWS PLYWOOD SHEATHING 061600.PWT PLYWOOD SHEATHING T&G 061600.PCD PREMANUFACTURED CORNER DAM 061600.0SB SHEATHING(ORIENTED STRAND BOARD) 061600.SSC STEEL SHEET COMPOSITE GYPSUM BOARD 061600.VCS VENTED COMPOSITE INSULATED SHEATHING 061753 SHOP-FABRICATED WOOD TRUSSES 061753.TTD TRUSS TIE DOWN 061753.WGT WOOD GIRDER TRUSS 061753.WRT WOOD ROOF TRUSS ou 061800 GLUED-LAMINATED/CONSTRUCTION 061800.0 GLUED LAMINATED COLUMN 061800.TC TIMBER CONNECTORS 061800.E GLUED-LAMINATED BEAM 061800.T GLU-LAM WOOD TRUSS am 062013 EXTERIOR FINISH CARPENTRY 062013.CSV CONTINUOUS SOFFIT VENT 062013.WLS LUMBER SIDING 062013.LT LUMBER TRIM(EXTERIOR) 062013.MDT MDO TRIM Y 062013 S SEALANTS 062013.RAV ROUND AIR VENT STRIPS 062013.PS PLYWOOD SOFFIT 1 062013.PVT PVC TRIM so 062013.SV CONTINUOUS SOFFIT VENTS BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 5 rrr mow MEADOW CREST PLAYGROUND SECTION 014200 Irr PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: � = C* r 064023 INTERIOR FINISH CARPENTRY 064023.CS CLOSET SHELVING 064023.CR CLOTHES ROD 064023.CDC CUSTOM DISPLAY CABINET 064023.HLT HARDWOOD LUMBER TRIM 3 064023.HM HARDWOOD MOLDING 064023.PT PAINTED TRIM 064023.WC WINDOW CASINGS(JAMB&HEAD) 064023.WS WINDOW STOOL 064200 WOOD PANELING 064200.AFB AGRI-FIBER BOARD(WHEATBOARD) 064200.HPW HARDWOOD PLYWOOD 3 WM 064200.MDO MDO PANELING 064200.MDF MEDIUM DENSITY FIBERBOARD 064200.PB PEGBOARD 064200.PLP PLASTIC LAMINATE PANEL 5 064200.SDP SLOTTED DISPLAY PANELING 066400 PLASTIC PANELING 066400.FRP GLASS FIBER REINFORCED PLASTIC SHEET PANELING 066400.LPP LAMINATED PLASTIC PANELS 070150.19 PREPARATION FOR ROOFING 070150,19.TO TEAR OFF ROOFING siii 070150.19.TR TEMPORARY ROOFING 070150.19.RB RECOVER BOARDS 071113 BITUMINOUS DAMPPROOFING 071113.BD BITUMINOUS DAMPPROOFING 071113.PC PROTECTION COURSE 071326 SELF-ADHERING SHEET WATERPROOFING 071326.FSS FLEXIBLE SHEET STRIP 071326.HSW HDPE SHEET WATERPROOFING(HORIZONTAL UNDER SLAB) 071326.MBS MODIFIED BITUMINOUS SHEET(VERTICAL WALL) 071326.IDP INSULATION DAMAGE PANELS 071326.MSD MOLDED SHEET DRAINAGE PANEL 071326.PC PROTECTION COURSE 071353 ELASTOMERIC SHEET WATERPROOFING 071353 BR BUTY/RUBBER SHEET WATERPROOFING 071353.MDP MOLDED DRAINAGE PANELS 0713531 INSULATION 071353.DP PLAZA DECK PAVERS AND PEDISTALS 071416 COLD FLUID-APPLIED WATERPROOFING 071416.FW FLUID-WATERPROOFING 071416.1 INSULATION 071416.DP MOLDED DRAINAGE PANELS 071616 CRYSTALLINE WATERPROOFING 071616.CW CRYSTALLINE WATERPROOFING 071900 WATER REPELLENTS 071900.WR WATER REPELLENTS ICY 072100 THERMAL INSULATION 072100.BI BLANKET INSULATION 072100.CW CAVITY WALL INSULATION 072100.EVT EAVE VENTILATION TROUGH 072100.EEI EXPOSED EXTERIOR INSULATION MN 072100.EVR EXPOSED VAPOR RETARDER-FIRE RETARDANT 072100.EPB EXTRUDED POLYSTYRENE BOARD INSULATION 072100.DP EXTRUDED POLYSTYRENE DRAINAGE PANEL(RAINSCREEN) 072100.FVT FIRE RETARDANT VAPOR RETARDER TAPE MO 072100.FVT FOAM INSULATION FILLING VOID 072100.IF INSULATION FASTENERS 072100.LF LOOSE FILL INSULATION 072100.PSB PACK SOLID WITH BLANKET INSULATION WI 072100.RI RIGID INSULATION 072100.RWI ROCK WOOL INSULATION 072100.RVR ROOF VAPOR RETARDER 072100.SR SEMI-RIGID ACOUSTICAL INSULATION 072100.SS SILL SEAL INSULATION 072100.SB SOUND BATT INSULATION 072100.S SPRAY APPLIED CELLULOSE INSULATION 072100.SIF SPRAY-IN FOAM wf 072100.VRT VAPOR RETARDER TAPE 072100.WVR WALL VAPOR RETARDER 072100.WS WIRE SUPPORT FOR BLANKET INSULATION 072500 WEATHER BARRIERS 072500.MAB MECHANICALLY ATTACHED BARRIER(SYSTEM) elll BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 6 aim MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* �,.v !� ��` � ;� � `� `�, �' � uric � r i7Y.��„ � ' ., �' ,i.,y,,, -:. c,,,,., Fnr��C,f��. 04 ,„ ..,,.... ..r-a," -,-, rr.. fin:'; 072500.BF BARRIER(SYSTEM)FLASHINQ ADD#3 072500.SAB SELF-ADHERED BARRIER(SYSTEM) 072500.FT FLASHING TAPE(S) 072500.LT LAP TAPE(S) 072500.CB CLADDING BATTEN(SPACER) 072500.EVS EXTRUDED VENT STRIP 072500.F FASTENER WITH WASHER 072500.PC PREFORMED CORNERS ADD#3 072500.E SEALANT AND BACKER ROD 072500.SOP SILL PROTECTION PAN 072726 FLUID APPLIED MEMBRANE AIR BARRIERS 072726.IVB IMPERMABLE MEMBRANE AIR BARRIER 072726.PVB PERMABLE MEMBRANE AIR BARRIER(VAPOR PERMABLE) 072726.CS COUNTERFLASHING STRIP 072726.BS BUYTL STRIP 072726.S JOINT SEALANT 072726.ACT ADHESIVE COATED TRANSITION STRIP 072726.EF ELASTOMERIC FLASHING 072726.SS STAINLESS STEEL TRANSITION SUPPORT 626 073113 ASPHALT SHINGLES 073113.AS ASPHALT SHINGLES 073113.DE DRIP EDGES(ASPHALT SHINGLES) 073113.EV EAVE VENT (FOR ROOF VAPOR RETARDER USE 072100.RVR OR 073113.FU FELT UNDERLAYMENT AS REO'D BY MANUF) 073113.HV HEAD VENT 073113.HP HIP VENT 073113.JV JACK VENT 073113.MWV METAL WALL VENT 073113.RAV RAKE VENT 073113.RRV RIGID RIDGE VENT 073113.SSU SELF-ADHERING SHEET UNDERLAYMENT 074113 METAL ROOF PANELS 074113.BSP BATTEN SEAM ROOF PANEL 074113.DS DOWNSPOUTS 074113.FA FASCIA 074113.FT FELT 074113.G GUTTERS 074113.RP METAL ROOF PANELS 074113.LB LAP-SEAM PANELS 074113.SB SUBSTRATE BOARD 074113.FL FLASHING de 074113,F FURRING 074113,C CLOSURE STRIPS 074113.MSP METAL SOFFIT PANEL (FOR ROOF VAPOR RETARDER USE 072100.RVR) 074113.PF PIPE FLASHING ant 074113.RID RIDGE CAP 074113.RC ROOF CURB(AS PART OF ROOF SYSTEM) 074113.RFL ROOF FLASHING BY PANEL MANUFACTURER 074113.SHU SELF-ADHERING HIGH TEMP.SHEET UNDERLAYMENT 074113.SS SLIP SHEET 074113.SSP STANDING SEAM METAL ROOF PANEL 074113.SG SNOWGUARDS 074113.VF VALLEY FLASHING i11 074213 METAL WALL PANELS 074213.CS CLOSURE STRIP 074213.F FURRING 074213.HMP HORIZONTAL METAL PANEL 074213.JC JAMB CLOSURE 074213.MSP METAL SOFFIT PANEL 074213.MWP METAL WALL PANEL 074213.PC PARAPET CAPS 074213,VMP VERTICAL METAL PANEL 074213.WC WALL CORNER 074213.WFL WALL HEAD SOFFIT AND SILL FLASHING 074213.WPF WALL PENETRATION FLASHING 074213.WTR WALL TO ROOF FLASHING BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 7 MEADOW CREST PLAYGROUND SECTION 014200 ®r PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* I�r 074216 INSULATED-CORE METAL WALL PANELS 074216.BB BACKER BOARD 074216.BP BACKING PLATES 074216.8S BUTYL SEALANT 074216.0 CHANNELS 074216.CS CLOSURE STRIPS 074216 F FLASHING&TRIM 074216.IMP INSULATED METAL WALL PANEL MM 074216.JS JOINT SEALANT 074216.ST SEALANT TAPE 074216.ZF Z-FURRING 11r1 074243 COMPOSITE WALL PANELS 074243,CH CHANNELS 074243.0 CLIPS 074243.FL. FLASHING&TRIM 074243.E FURRING 074243.GT GASKET TAPE 074243.MFC METAL-FACED COMPOSITE WALL PANELS 074243.00 OUTSIDE CORNERS 074243.PE PANEL EXTRUSION 074243.SG SUBGIRTS 074243.SA SYSTEM ATTACHMENT 074243.T TRIM 074456 FIBER REINFORCED CEMENTITIOUS PANEL 074456.CSV CONTINUOUS SOFFIT VENT 074456.DA DECORATIVE ACCESSORIES 074456.JS ELASTOMERIC JOINT SEALANT 074456.EAR EXTRUDED ALUMINUM REVEAL 074456.EAT EXTRUDED ALUMINUM TRIM 074456.CB FIBER REINFORCED CEMENTITIOUS BATTENS 074456.CF FIBER REINFORCED CEMENTITIOUS FASCIA 074456.CHS FIBER REINFORCED CEMENTITIOUS SIDING HORIZONTAL 074456.CSP FIBER REINFORCED CEMENTITIOUS SIDING PANEL �y 074456.SN FIBER REINFORCED CEMENTITIOUS SOFFIT-NON PERFORATED 074456.SP FIBER REINFORCED CEMENTITIOUS SOFFIT-PERFORATED 074456.CT FIBER REINFORCED CEMENTITIOUS TRIM 074456.FL FLASHING IW 074456.RCS REVEAL CHANNEL SCREED 074456.VS VINYL SOFFIT 074646 MINERAL-FIBER REINFORCED CEMENT SIDING 074646.E L-FLASHING 074646.F FASTENERS 074646.GR GRAFFITI-RESISTANT COATING 074646.SFA MINERAL-FIBER REINFORCED SIDING FURRING ANGLE TRIM 074646.SFE MINERAL-FIBER REINFORCED SIDING FURRING END TRIM 074646.SFH MINERAL-FIBER REINFORCED SIDING FURRING HAT CHANNEL r1111 074646.SF MINERAL-FIBER REINFORCED SIDING FURRING SYSTEM 074646.SFV MINERAL-FIBER REINFORCED SIDING FURRING VERTICAL CHANEL 074646.SFZ MINERAL-FIBER REINFORCED SIDING FURRING'Z'SHAPE 074646.MFS MINERAL-FIBER REINFORCED PANELS me 074646.V VENTILATING TRIM 075216 STYRENE-BUTADIENE-SYTRENE(SBS) 075216.CS CAP SHEET MODIFIED BITUMINOUS MEMBRANE ROOFING 075216.CB COVER BOARD 075216.FI FLASHING AND STRIPPING Mli 075216.GSF GRANULAR SURFACED FLASHING 075216.MS MASTIC SEALANT 075216.RIB ROOF INSULATION BOARDS 075216.RS ROOF SYSTEM dill 075216.MAS SBS-MODIFIED ASPHALT SHEET 075216.SRS SBS ROOFING SYSTEM 075216.SB SUBSTRATE BOARD 075216.TI TAPERED INSULATION 075216.VR VAPOR RETARDER 075216.WP WALKWAY PADS 075416 ETHYLENE INTERPOLYMER(KEE) 075416.CB COVER BOARD L 075416.CST CANT STRIP ADD#3 wy BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 8 r�r irr MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* rr QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* UANTITY OF COLORS FINISHED PER Section 09900: C* 075416.FL FLASHING 075416.FW FLEXIBLE WALKWAYS 075416.KRS KEE ROOFING SYSTEM 075416.KS KEE SHEET 075416.LS LAP SEALANT 075416.PB PIPE AND BOOT FLASHING ADD#3 075416.RI ROOF INSULATION 075416 P ROOF PAVERS 075416.SS SLIP SHEET 075416.SB SUBSTRATE BOARD 075416.TIE TAPERED INSULATION BOARD 075416.TB TERM BARS 075416.VR VAPOR RETARDER 075419 POLYVINYL-CHLORIDE(PVC)ROOFING 075419.BF BASE FLASHING 075419.BA BONDING ADHESIVE 075419.CB COVER BOARD 075419.FW FLEXIBLE WALKWAYS 075419.LS LAP SEALANT am 075419.PS PVC SHEET 075419.PRS PVC ROOFING SYSTEM 075419.RI ROOF INSULATION(FLAT BOARDS) 075419.SB SUBSTRATE BOARD 075419.TIB TAPERED INSULATION BOARD 075419.T6 TERMINATION BAR 075419.VR VAPOR RETARDER 075556 FLUID APPLIED PROTECTIVE MEMBRANE 075556.RAR RUBBERIZED ASPHALT ROOFING ROOFING 075556.BI BOARD INSTALLATION 075556 B BALLAST 075556.P PAVERS 075600 FLUID-APPLIED MEMBRANE ROOFING 075600.CB COVER BOARD 075600.1 FLAT INSULATION 075600 MF MEMBRANE FLASHING 075600.MRS MEMBRANE ROOFING SYSTEM 075600.TI TAPERED INSULATION 076200 SHEET METAL FLASHING AND TRIM 076200.0 CLEAT 076200.CH CONDUCTOR HEADS 076200.DH DOWNSPOUT HANGERS 076200.DSS DOWNSPOUT STRAINER 076200.MDS DOWNSPOUTS(METAL) 076200.DE DRIP EDGE 076200.CP COPING sWl 076200.ER EAVE RAKE FLASHING 076200.EBF ELASTOMERIC BOOT FLASHING 076200.ED FLASHING END DAM 076200.GS GRAVEL STOP 076200.GB GUTTER BRACKETS 076200.EJ GUTTER EXPANSION JOINT 076200.G GUTTERS 076200.KOF KICK-OUT FLASHING 076200.MGB METAL GUTTER BASE ADD#3 076200.MDS METAL DOWNSPOUT 076200.PF PAN FLASHING 076200.PS PARAPET SCUPPER 076200.BF PIPE BOOT FLASHING 076200.PDS PLASTIC DOWNSPOUT 076200.RC REGLETS AND COUNTERFLASHINGS 076200.RWT ROOF TO WALL TRANSITION 076200.SCH SCUPPER INTO CONDUCTOR HEAD 076200.SMF SHEET METAL FLASHING 3 BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 9 wr MIL MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* 076200.SC SOLDERED CRICKET 076200.SP SPLASH PANS 076200.STF STAINLESS TRANSITION FLASHING 076200.SF STEP FLASHING 076200.TF TRANSITION FLASHING 077100 ROOF SPECIALTIES 077100.COP COPINGS 077100.CR COUNTERFLASHING REGLETS 077100.FC FASCIA COVER 077100.GS GRAVEL STOP 077100.VF VENTED FASCIA 077129 MANUFACTURED ROOF EXPANSION JOINTS 077129.ARE ALUMINUM ROOF EXPANSION ASSEMBLIES ea 077129.REA ROOF EXPANSION ASSEMBLIES(BELLOWS TYPE) 077129.SRE SEISMIC ROOF EXPANSION ASSEMBLIES 077200 ROOF ACCESSORIES 077200.DRS DUCT ROOF SUPPORTS 077200.ES ELASTOMERIC SEALANT 077200.EC EQUIPMENT CURB 077200.GV GRAVITY VENTILATORS 077200.HSV HATCH TYPE HEAT AND SMOKE VENT 077200.LSP LADDER SAFETY POST Nil 077200.PRS PIPE ROOF SUPPORTS 077200.RC ROOF CURBS 077200.SRS ROOF HATCH-SAFETY RAILING SYSTEM 077200.RH ROOF HATCHES III 077200.RV ROOFING VENTS 077211 FALL ARREST ANCHOR SYSTEMS 077211.FAR FALL ARREST ANCHOR ROOF 077211.FAW FALL ARREST ANCHOR WALL 077211.FI FOAM INFILL 077211.HCL HORIZONTAL CABLE LIFELINE 077211.JF JACK FLASHING 077211.SC STEM COVER 078100 APPLIED FIREPROOFING 078100.CSF CONCEALED SFRM 078100.EIM EXPOSED INTUMESCENT MASTIC 078100.ESF EXPOSED SFRM 078100.IFC FIRE RESISTIVE INTUMESCENT MASTIC COATING(CONCEALED) 078400 FIRESTOPPING(BIDDER DESIGN) 078400.CWF CURTAIN WALL AND FLOOR INTERSECTION 078400.FSS FIRESTOP SYSTEM 076200.FS FIRE SAFING ADD#3 678413 PENETRATION FIRESTOPPING 078413.FSS FIRESTOP SYSTEM 078413.S SEALANT 078446 FIRE-RESISTIVE JOINT SYSTEMS 078446.FRS FIRE RESISTIVE JOINT SYSTEMS 079200 JOINT SEALERS 079200.AS ACOUSTICAL JOINT SEALANT 079200.BBT BOND BREAKER TAPE 079200.CSB CYLINDRICAL SEALANT BACKINGS 079200.B JOINT SEALANT BACKING 079200.JS JOINT SEALANTS 079200.PJS PREFORMED FOAM JOINT SEALANT 079200.PTS PREFORMED TAPE SEALANTS - 079200.RS BACKER ROAD&SEALANT 079200.S SEALANT 079219 ACOUSTICAL JOINT SEALERS 079219.AJE ACOUSTICAL JOINT SEALANT FOR EXPOSED JOINTS 079219.AJC ACOUSTICAL JOINT SEALANT FOR CONCEALED JOINTS 079219.EJS ELASTOMERIC JOINT SYSTEM(SPRAY SEALANT) 079219.JSB JOINT SEALANT BACKING 079500 EXPANSION CONTROL 079500.AJS ARCHITECTURAL JOINT SYSTEMS 079500.JSW ARCHITECTURAL JOINT SYSTEMS(WALL) MIN 079500.CS COMPRESSION SEALS 079500.CP COVERPLATE 079500.FBA FIRE BARRIER ASSEMBLY 1�1 BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 10 MI MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT:: = B* e QUANTITY OF COLORS FINISHED PER Section 09900: = C* 079500.FFJ FLOOR TO FLOOR JOINT SYSTEMS 079500.FWJ FLOOR TO WALL JOINT SYSTEMS 079500.MB MOISTURE BARRIER 079500.TD TERMINATION DEVICES 079500.WCP WALL TO CEILING JOINT SYSTEM COVERPLATE 080600 DOOR SCHEDULE 081113 HOLLOW METAL DOORS AND FRAMES 081113.G GROUT 081113.HMD HOLLOW METAL DOOR 1 081113.HMF HOLLOW METAL FRAME 1 �11 081113.HMP HOLLOW METAL PANEL 081113.FA FLOOR ANCHOR 081113.JA JAMB ANCHOR 081113.L LOUVERS 081113.MGL MOLDINGS FOR GLAZED LITES 081113.S STOPS 081416 FLUSH WOOD DOORS 081416.DD DUTCH DOOR 1 081416.LF LIGHT(LITE)FRAMES 081416.ML METAL LOUVERS 081416,PLD PLASTIC LAMINATE DOORS 2 081416.SCD SOLID CORE DOOR 1 081416.WT WOOD TRANSOM PANEL 081433 STILE AND RAIL WOOD DOORS 081433.SRD STILE AND RAIL DOORS ADD#3 081700 INTEGRATED DOOR OPENING ASSEMBLIES 081700.HMV HARDWOOD VENEER 081700.HPL HIGH PRESSURE LAMINATE DOORS 081700.ID INTEGRATED DOOR OPENING ASSEMBLIES 081700.MD METAL DOOR ASSEMBLY 083113 ACCESS DOORS AND FRAMES 083113.AD ACCESS DOOR AND FRAME 083113.CA CEILING ACCESS PANEL 083113.DP DOOR PANEL irll 083113.FRP FIRE-RATED ACCESS DOORS&FRAMES 083113.FAD FLOOR ACCESS DOORS&FRAMES 083113.FAP FLOOR ACCESS PANEL 083323 OVERHEAD COILING DOORS 083323.CD COUNTER DOOR aru 083323,C CURTAIN 083323.EDO ELECTRIC DOOR OPERATOR 083323.H HOOD 083323.ISD INSULATED SERVICE DOOR rlr 083323.JG JAMB GUIDES 083323.KOS KEY OPERATED CONTROL SWITCH 083323.E LOCK DEVICE 083323.M0 MANUAL DOOR OPERATOR Yfil 083323.00D OVERHEAD COILING DOOR 083323 SD SERVICE DOOR 083323.T TRACKS 083323 VP VISION PANEL km 083326 OVERHEAD COILING GRILLES 083326 H HOOD 083326.JG JAMB GUIDES 083326.KOS KEY OPERATED SWITCH 083326.LD LOCK DEVICE rrll 083326.OG OVERHEAD COILING GRILLE(OPERATION) 083326.RCS REMOTE CONTROL STATION 083336 SIDE COILING DOORS 083336 H HOOD 083336.JG JAMB GUIDES +�► 083336,LD LOCK DEVICE 083336.SD SIDE COILING DOOR 083336.SG SIDE COILING GRILLE(OPERATION) 083473 SOUND CONTROL DOOR ASSEMBLIES 083473.CLH CAM LIFT HINGES as 083473.G GLAZING 083473.1 INSULATION 083473.SS SOUND SEAL 083473.SDA SOUND-CONTROL DOOR ASSEMBLIES err 083473.SDF SOUND-CONTROL DOOR FRAMES BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 11 rr MEADOW CREST PLAYGROUND SECTION 014200 wi PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* �' � r/ j j' "KlYNOIrtit ,rye/'// � QUANTITY OF COLORS FINISHED R Section 09900: '71 g � 083473.T MITHRESHOLD 083513 FOLDING DOORS 083513.AFD ACCORDION FOLDING DOORS 083513.FRF FIRE RATED FOLDING DOORS 083513.JM JAMB MOLDING 083513.S SEALS 083513.7 TRACKS 083613 SECTIONAL DOORS 083613.CP CONTROL PANEL ILO 083613.IAP INSULATED ALUMINUM PANELS 083613.LD LOCKING DEVICE 083613.RCS REMOTE CONTROL STATION 083613.SD SECTIONAL DOORS 083613,T TRACK 083613.TC TRACK CONFIGURATION 083613.VP VISION PANEL 083613.W WEATHERSEALS 084111 WOOD FRAMED FOLDING PANEL 084111.MF METAL FRAME 084111,P PANEL 084111.PD PASS DOOR 084111.TH THRESHOLD 084111.TR TRACK 084111.WS WEATHER STRIPPING 084113 ALUMINUM FRAMED ENTRANCES& 084113.CC COMPENSATION CHANNEL STOREFRONTS 084113.ED ENTRANCE DOOR 084113.EF EXTERIOR STOREFRONTS ADD#3 084113.FT FORMED TRIM 084113.IP INFILL PANEL 084113.IPS INFILL PANEL STOP 084113.ISS INTEGRAL SUN SHADE 084113.IS INTERIOR STOREFRONTS ADD#3 084113.PIP PERFORATED INFILL PANEL M1 084113.SF STOREFRONT FRAMING 084115 ALUMINUM FRAMED FOLDING PANEL 084115.CC COMPENSATION CHANNEL 084115.CF CONCEALED FLASHING 084115.FP FOLDING PANEL IMIi 084115.FT FOLDING TRIM ADD#3 084115.GF GLASS FOLDING PANEL ADD#3 084115.MF METAL FRAME 084115.P PANEL aim 084115.PD PASS DOOR 084115.S SEALANT 084115.TH THRESHOLD 084115.TR TRACK IA 084115.WS WEATHER STRIPPING 084413 GLAZED ALUMINUM CURTAIN WALLS 084413.CC COMPENSATION CHANNEL 084413.CF CONCEALED FLASHING 084413.CWF CURTAIN WALL FRAMING tlf�l 084413.FT FORMED TRIM 084413.IP INFILL PANELS 084413.OU OPERABLE UNITS 084413,R REINFORCEMENT 084523 FIBERGLASS SANDWICH PANEL ASSEMBLIES 084523.AF ANCHORS,FASTENERS AND ACCESSORIES 084523.EF EXPOSED FLASHING AND CLOSURES 084523.5 SEALANTS 084523.SA SKYLIGHT ASSEMBLIES 084523.WA WALL ASSEMBLIES 085113 ALUMINUM WINDOWS 085113.AW ALUMINUM WINDOW 1 085113.A ANCHORS 085113.GS GLAZING STOPS 085113.IS INSECT SCREEN(ALUMINUM WINDOWS) 085113.ILB INTEGRAL LOUVER BLINDS 085113.IVS INTEGRAL VENTILATING SYSTEM BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 12 irr *e MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* .; ��q QUANTITY OF COLORS FINISHED PER Section 09900 C* 085113.MCP MULLIONS AND COVERPLATES 085113.SCT SILL CAP/TRACK a11Y1 085113.T TRIM 085113.WH WEEP HOLES 085313 VINYL WINDOWS 085313.AS ALUMINUM INSECT SCREEN FRAMES 085313.GWB GLASS BLOCK WINDOW UNIT ®INI 085313,M MUNTINS 085313.VW VINYL WINDOWS 085653 SECURITY WINDOWS 085653.CS CHANNEL SILL 085653.FTS FIXED TRANSACTION SECURITY WINDOW. 085653,F FRAME 085653RDT RECESSED DEAL TRAYS 085653.S SEALANTS dpa 085653.SL SILL 085653.STS SLIDING TRANSACTION SECURITY WINDOW. 085653.VC VOICE COMMUNICATION SILL 085656 SECURITY SCREEN 085656,FS FIXED SCREEN �r1p 085656.1 INFILL 085656.MF MAIN FRAME 085656.OS OPERABLE SCREEN 085656,R RELEASE amp 085656.SS SECURITY SCREEN 085656.SF SUB FRAME 085683 SEALED WINDOW MICROBLIND ASSEMBLY 085683.SWM SEALED WINDOW MICROBLIND ASSEMBLY 086200 UNIT SKYLIGHTS 086200.IC INTEGRAL(SKYLIGHT)CURB 1 pill 086200.PC PREFABRICATED CURB(AT SKYLIGHTS) 086200.SG SECURITY GRILLE 086200.US UNIT SKYLIGHTS 086221 TUBULAR SKYLIGHTS 086221.S SEALANT arr 086221.TS TUBULAR SKYLIGHT 086300 METAL FRAMED SKYLIGHTS 086300.FL ALUMINUM FLASHING 086300.S SKYLIGHT 086300.SF SKYLIGHT FRAME r111 087100 DOOR HARDWARE 087100.CHD CLOSER HOLDER RELEASE DEVICES 087100.0 CLOSER 087100.DG DOOR GASKETING-SOUND/SMOKE/WEATHER 087100.DS DOOR STOP at BY CONSULTANT 087100.ED EXIT DEVICE 087100.H HINGES 087100.KC KEY CABINET 087100.L LATCH 087100.PBA PUSH BUTTON ACTIVATOR(OUTSIDE) 087100.S STRIKES 087100.T THRESHOLD 087100.WPA WALL PLATE ACTIVATOR(INSIDE) rear 088000 GLAZING 088000.R FIRE-RATED GLAZING( MINUTES) 088000.F FLOAT GLASS(CLEAR OR TINTED) 5 088000.GC GLAZING CHANNEL 088000.GT GLAZING TAPE as 088000.IG INSULATING GLASS 3 088000.LG LAMINATED GLASS 3 088000.P POLYCARBONATE GLAZING 1 088000.T TEMPERED GLASS(CLEAR OR TINTED) dill 088113 DECORATIVE GLASS GLAZING 088113.DG DECORATIVE GLASS 088113.H HARDWARE 088113.S SEALANTS 088300 MIRRORS 088300.ARM ABUSE RESISTANT MIRROR 088300.JC ,I-CHANNELS 088300.LTM LAMINATED TEMPERED MIRROR 088300.TCG TEMPERED CLEAR GLASS MIRROR 088300.TRM TRANSPARENT MIRROR NW 088400 PLASTIC GLAZING 088400.AG ACRYLIC GLAZING BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 13 rr warrowirammirrisratir MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* Mb 088400.MSG MULTI-WALLED STRUCTURAL PLASTIC GLAZING 088400.PG PLASTIC GLAZING ill! 088400,S SEALANT 089000 LOUVERS AND VENTS 089000.BOP BLANK OFF PANEL 089000.8 DAMPER 089000.L LOUVER 089000,SC SCREEN 089000.SL STORM RESISTANT LOUVER 089000.WV WALL VENT 089200 LOUVERED ROOF-TOP EQUIPMENT SCREENS 089200,HBL HORIZONTAL BLADE LOUVERED 090600 FINISH SCHEDULES 092116.23 GYPSUM BOARD SHAFT WALL ASSEMBLIES 092116.23.P PANEL 092116.23.SW SHAFT WALL 092116.23.SAB SOUND ATTENUATION BLANKETS 092116.23 SF STEEL FRAME 092116.23.T TRACKS 092216 NON STRUCTURAL METAL FRAMING 092216.CAC CARRYING CHANNELS 092216.DT DEFLECTION TRACK 092216.F FURRING 092216.GSS GRID SUSPENSION SYSTEM 092216.MB METAL BACKING 092216.RFC RESILIENT FURRING CHANNELS 092216.SS STEEL STUDS 092216.SSC SUSPENSION SYSTEM COMPONENTS 092216.ZF Z-FURRING 092300 GYPSUM PLASTERING 092300.AS ACOUSTICAL SEALANT 092300.AT ALUMINUM TRIM 092300.CA CASING BEAD 092300.CH CHANNEL 092300.CJ CONTROL JOINTS �y 092300.CB CORNERBEAD 092300.EML EXPANDED-METAL LATH 092300.EJ EXPANSION JOINTS 092300.F FURRING 092300.H HANGER 092300.PW PLASTERWORK 092300.S SEALANT 092300.SAB SOUND ATTENUATION BLANKETS 092300.SS STEEL STUDS IS 092400 PORTLAND CEMENT PLASTERING 092400,AS ACOUSTICAL SEALANT 092400.BC BONDING COMPOUND 092400.CC CARRYING CHANNEL 092400.CA CASING BEAD 092400.CP CEMENT PLASTER SYSTEM 092400.CJ CONTROL JOINT 092400.CB CORNERBEAD Wyy 092400.F FIBER REINFORCEMENT 092400.FC FURRING CHANNEL 092400.ML METAL LATH 092400.SJ SLIP JOINT 092400.WS WEEP SCREED 092613 GYPSUM VENEER PLASTERING 092613.LCB 'J'BEAD 092613.LB 'L'BEAD 092613.UB 'U'BEAD 092613.AS ACOUSTICAL SEALANT 092613.AT ALUMINUM TRIM 092613.BNB BULLNOSE BEAD 092613.CJ CONTROL JOINT 1111 092613.CB CORNERBEAD 092613.CEC CURVED EDGE CORNERBEAD 092613.GB GYPSUM BASE 092613.IS ISOLATION JOINT BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 14 rr�l sow MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* 092613.PM PATCHING MORTAR 092613.SAB SOUND ATTENUATION BLANKETS 092613.VP VENEER PLASTER 092713 GLASS-FIBER-REINFORCED PLASTER(GFRP) 092713.GRF GLASSFIBER REINFORCED FABRICATIONS FABRICATIONS 092900 GYPSUM BOARD 092900.AR ABUSE-RESISTANT 092900.ACG ACOUSTIC COMPOSITE GYPSUM BOARD 092900.AS ACOUSTICAL SEALANT 092900.AT ALUMINUM TRIM 092900.BG BENDABLE GYPSUM BOARD 092900.CC COLUMN COLLAR 092900.CJ CONTROL JOINTS 092900.GSB EXTERIOR GYPSUM SOFFIT BOARD Oti1 092900.ET EXTERIOR TRIM 092900.HI HIGH IMPACT 092900.IBB INTERIOR BULLNOSE BEAD 092900.ICB INTERIOR CORNERBEAD 092900.ICU INTERIOR CURVED EDGE CORNERBEAD as 092900.IDG INTERIOR DRYWALL GLAZING SYSTEM 092900.IEJ INTERIOR EXPANSION JOINT 092900.IGB INTERIOR GYPSUM BOARD 092900.ILB INTERIOR'L'BEAD 092900.IRM INTERIOR REVEAL MOLDING 092900.IUB INTERIOR'U'BEAD 092900.IJ ISOLATION JOINT IOF 092900.LT LIGHTING TENTS 092900.MMR MOISTURE AND MOLD RESISTANT 092900.MRT MOISTURE RESISTANT TYPE 092900.PGB PERFORATED GYPSUM BOARD ail 092900.SAB SOUND ATTENUATION BLANKETS 092900.SLB SPECIAL BEAD(PULLAWAY) 092900.SFC STRUCTURAL FIBER CEMENT BOARD(FLOORING) 092900.VDC VISCOELASTIC DAMPING COMPOUND 4101 093000 TILING 093000.CTB CERAMIC TILE BASE 5 093000.CJ CONTROL JOINT 093000.CIM CRACK ISOLATION MEMBRANE 093000.ES ELASTOMERIC SEALANTS 093000.EC EXTERNAL CORNERS 5 093000.FT FLOOR TILE 093000,G GROUT 093000.IC INTERNAL CORNERS wii j 093000.MES METAL EDGE STRIP 093000.ML METAL LATH 093000.MB MORTAR BED 093000.QT QUARRY TILE 093000.QTB QUARRY TILE BASE 093000.S SEALANT 093000.ST STONE THRESHOLD 093000.TB2 TILE BACKING PANELS(1/2"THICK) 093000.TB8 TILE BACKING PANELS(5/8"THICK) 093000.WC WAINSCOT CAP&EDGE SHAPES 093000.WT WALL TILE 10 093000.WM WATERPROOF MEMBRANE 095113 ACOUSTICAL PANEL CEILINGS 095113.AP ACOUSTICAL PANEL 095113.APC ACOUSTICAL PANEL CEILING 095113.AS ACOUSTICAL SEALANT 095113.ETG EXPOSED TEE-GRID SYSTEM 095113.FCE FLOATING CEILING EDGE 095113.MEM METAL EDGE MOLDING 095113.MSS METAL SUSPENSION SYSTEM 095113.PE PENETRATION ESCUTCHEON AND TRIM DIY 095113.PWP PERFORATED WOOD PANEL BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 15 rr mar MEADOW CREST PLAYGROUND SECTION 014200 rrr PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* ; .., ice .w wvt-: i y z 095113.TCP TRANSLUCENT CEILING PANEL 095113.WH WIRE HANGER 095123 ACOUSTICAL TILE CEILINGS 095123.AS ACOUSTICAL SEALANT Itir 095123.ATC ACOUSTICAL TILE CEILING 095123.MEM METAL EDGE MOLDING 095123.WH WIRE HANGER 095423 LINEAR METAL CEILINGS 095423.AC ACCESS PANEL 095423.AD AIR DISTRIBUTION 095423.AH ANGLE HANGERS 095423.0 CARRIERS 095423.HDC HOLD DOWN CLIPS 095423.LMC LINEAR METAL CEILING SYSTEM 095423.MT MOLDING AND TRIM 095423.SS SEISMIC STRUTS 095423.SAP SOUND ABSORBENT PADS 095423.SAL SOUND-ABSORBENT FABRIC LAYER 095423.SC STABILIZER CHANNELS 095423.WH WIRE HANGERS ri 095426 LINEAR WOOD CEILING SYSTEM 095426.EV EXTERIOR VENTING 095426,FVP FLAT VENEER PANEL ADD#3 095426.IS INSECT SCREEN 095426.LWC LINEAR WOOD CEILING SYSTEM 2 095426.SAI SOUND ABSORBING INSULATION 095426.SS SUSPENSION SYSTEM 095426.WS WOOD SLAT 2 095436 SUSPENDED DECORATIVE GRIDS 095436.BT BORDER TRIM mil 095436.ET EDGE TRIM 095436.PG PANEL GRID 095436.SDG SUSPENDED DECORATIVE GRID SYSTEM 096000 FLOOR PREPARATION 096000.FP FLOOR PREPARATION 1rf1 096400 WOOD FLOORING(STAGE) 096400.CP CUSHION PAD 096400.FF FINISH FLOOR 096400.SL SLEEPER 096400.SFS STAGE FLOOR SYSTEM ei61 096400.SF SUBFLOOR 096400.UP UNDERLAYMENT PAPER 096400.VB VENT BASE 096400.VCB VENTED COVE BASE Yri '096429 WOOD STRIP AND PLANK FLOORING 096429.N NOSING 096429.SF STRIP FLOOR 096429.0 UNDERLAYMENT 096429.VR VAPOR RETARDER mg 096429.VCB VENTED COVE BASE 096429.WG WOOD GRILLES 096431 RECLAIMED WOOD FLOORING 096431.RF RECLAIMED WOOD FLOORING 096466 WOOD ATHLETIC FLOORING 096466.CCL CENTER COURT LOGO rrli 096466.GL GAME LINES 096466.PU PLYWOOD UNDERLAYMENT 096466.RP RESILIENT PADS 096466.RWB RESILIENT WALL BASE(VENTED) Iris 096466.T THRESHOLD 096466.VR VAPOR RETARDER 096466.WFS WOOD FLOORING SYSTEM 096513 RESILIENT BASE AND ACCESSORIES 096513.ME METAL EDGE STRIP sir 096513.MA MOLDING ACCESSORY 096513.RS REDUCER STRIP 096513.RB RESILIENT BASE 5 096513.RST RESILIENT STAIR TREADS/RISERS/SKIRTS r1111 095613.SN STAIR NOSING 096513.TS TRANSITION STRIP 5 096516 RESILIENT SHEET FLOORING 096516.CC COVE CAP 096516.CB COVE BASE r�l BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 16 ++� MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = AA arr QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = BA QUANTITYOF COLORSFINISHED PER Section 09900: _ CA gOtKitir 096516.HWB HEAT WELDED BEAD 096516.NSS NON SKID SHEET VINYL(FLOORING OR BASE) 1 096516.RSF RUBBER SHEET FLOOR 10 096516.SV SHEET VINYL(FLOORING OR BASE) 096517 LINOLEUM FLOORING 096517.CC COVE CAP 096517.CB COVE BASE a�1 096517.HWB HEAT WELDING BEAD 096517.LS LINOLEUM SHEET(FLOORING OR BASE) 096517.LT LINOLEUM TILE 096519 RESILIENT TILE FLOORING 096519.AT ACCENT TILE 096519.RT RUBBER TILE 10 096519.JS JOINT SEALANT 096519.SVT SOLID VINYL TILE 096519.VCT VINYL COMPOSITION TILE 096566 RESILIENT ATHLETIC FLOORING 096566.GL GAME LINE 8 096566.RAR RESILIENT AEROBIC FLOORING 096566.RAF RESILIENT ATHLETIC FLOORING 096566.RWF RESILIENT WEIGHT ROOM FLOOR 096566.WRT WEIGHT ROOM TILE FLOOR 096613 PORTLAND CEMENT TERRAZZO FLOORING 096613.CJS CONTROL JOINT STRIP 096613.DS DIVIDER STRIPS 096613.EJS EXPANSION JOINT STRIPS ow 096613.PCT PORTLAND CEMENT TERRAllO(POURED IN PLACE) 096613.PSR PRECAST(CEMENT)STAIR RISER 096613.PST PRECAST(CEMENT)STAIR TREAD 096623 RESINOUS MATRIX TERRAZZO FLOORING 096623.ASN ABRASIVE STRIP NOSING 096623.CJS CONTROL JOINT STRIP 096623.CIM CRACK ISOLATION MEMBRANE 096623.DS DIVIDER STRIPS 096623.ERT EPDXY-RESIN TERRAllO 096623.ESR EPDXY STAIR RISER 096623.EST EPDXY STAIR TREAD 096623.FRM FLEXIBLE REINFORCING MEMBRANE am 096723 RESINOUS FLOORING 096723.CIM CRACK ISOLATION MEMBRANE 096723.DS DIVIDER STRIPS 096723.ICB INTEGRAL COVE BASE 096723.RF RESINOUS FLOORING 096816 SHEET CARPETING 096816.SC SHEET CARPET 5 ow 096816.TE TRANSITION EDGING 097200 WALLCOVERINGS 097200.CWC CARPET WALLCOVERING 3 097200.EM EDGE MOLDING r11 097200.PVW PERFORATED VINYL WALLCOVERING 097200.VWC VINYL WALLCOVERING 5 097213 TACKABLE WALLCOVERINGS 097213.TW TACKABLE WALLCOVERING 097713 STRETCHED FABRIC WALL SYSTEMS 097713.0 COVE ale 097713.F FRAME 097713.PV PERFORATED VINYL 097713.SGC SPEAKER GRILLE CLOTH 097713.SF STRETCHED FABRIC WALL SYSTEM ow 097723 FABRIC WRAPPED PANELS 097723.FWP FABRIC WRAPPED PANELS 097723.PE PANEL EDGE 097723.VWP VINYL WRAPPED PANELS 6 098413 FIXED SOUND-ABSORPTIVE PANELS 098413.0 COVE ow 098413.PMP PERFORATED METAL WALL PANEL WITH INSULATION BLANKET 098413.PVP PERFORATED VINYL WALL PANEL 098413.PWP PERFORATED WOOD PANEL 098416 FIXED SOUND REFLECTIVE PANELS 098416.CMP CONVEX MOLDED PANELS 098416.DB DIFFUSION BAFFLE 098416.DG DIFFUSION GRID 098416.DP DIFFUSION PANEL 098416.DPY DIFFUSION PYRAMIDS wr 098416,RR RADIAL REFLECTORS BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 17 ,rr Eli MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = 8* QUANTITY OF COLORS FINISHED PER Section 09900: = C* arm ,. bt, ,F ,,,',,,, ., �: r 098416.SAB SUSPENDED ACOUSTICAL BAFFLES 096436 ACOUSTICAL WOOD GRILLE CEILING SYSTEM 098436.CS CEILING SUSPENSTION SYSTEM 098436.D DOWELS 098436.EB EDGES/BORDERS 098436.MT METAL EDGE TRIM 098436.WPG WOOD PANEL GRILLES 098436 WS WOOD STRIPS 099113 EXTERIOR PAINTING 099113.EPT EPDXY PAINT 099113.PT PAINT SYSTEM 8 099123 INTERIOR PAINTING 099123.CKP CHROME KEY PAINT 099123.EPT EPDXY PAINT 099123.PT PAINT SYSTEM 10 099123.PIC PAINT SYSTEM OVER INTUMESCENT COATING 099300 STAINING AND TRANSPARENT FINISHING 099300.ST STAIN 3 099300.TWF TRANSPARENT WOOD FINISH 1 lie 099419 MULTI-COLOR INTERIOR FINISHING 099419.MC MULTI-COLOR COATINGS 099600 HIGH PERFORMANCE COATINGS 099600.HPC HIGH PERFORMANCE COATING 099623 GRAFFITI-RESISTANT COATINGS 099623.EGR EXTERIOR GRAFFITI-RESISTANT COATINGS 3mom 099623.IGR INTERIOR GRAFFITI-RESISTANT COATINGS 099646 INTUMESCENT PAINTING 099646.CFR CLEAR FIRE RETARDENT INTUMESCENT 099646.FFR PIGMENTED FIRE RETARDENT INTUMESCENT 2 101100 VISUAL DISPLAY SURFACES 101100.AT ALUMINUM TRIM 101100.CT CHALK TRAY 101100.CB CHALKBOARD 101100.DR DISPLAY RAIL 101100.EMB ELECTRONIC MARKER BOARD(SMARTBOARD) 101100.HDU HORIZONTAL SLIDING VISUAL DISPLAY UNITS 101100.MR MAP RAIL 101100.MB MARKERBOARD 101100.MT MARKERTRAY 101100.MSL MUSIC STAFF LINES 101100.ST SLIDING TRACK STOP 101100.SDV SLIDING VISUAL DISPLAY UNIT(VERTICAL) 101100.TWP TACK WALL PANEL 101100.TB TACKBOARD(DIM) Om 101100.VTB VINYL FABRIC FACED TACKBOARD 101200 DISPLAY CASES 101200.BB BULLENTIN BOARDS 101200.DCD DISPLAY CASE DOORS 101200.DC DISPLAY CASES 101200.IIL INTERIOR ILLUMINATION 101200.SS SHELF STANDARDS AND SUPPORTS 101200.TDC TACKBOARD ENCLOSED IN DISPLAY CASE 101200.VWC VINYL WALLCOVERING 101400 SIGNAGE 101400.AC ALUMINUM CASTINGS 2 101400.AVC APPLIED VINYL COPY 101400.DNS DOOR NUMBER SIGN 6 BY CONSULTANT 101400.EPS EXTERIOR PANEL SIGNS 2 101400.HCS HANDICAP ACCESS SIGN 101400.IS ILLUMINATED PANEL SIGNS 101400.IPS INTERIOR PANEL SIGNS 101400.MS METAL SIGN 101400.MPC MOLDED PLASTIC CHARACTERS 6 101400.OLS OCCUPANT LOAD SIGNS 101400.RS ROOM SIGN 102113 TOILET COMPARTMENTS 102113.CH COAT HOOK 102113.OHB OVERHEAD BRACE 102113.PL PILASTER 102113.P PULL ilo 102113.TC TOILET COMPARTMENT 5 102113.US URINAL SCREEN 5 102113.USP URINAL SCREEN POST 102123 CUBICLES 102123.CT CUBICLE CURTAIN TRACK imi BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 18 rrr MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* �r� QUANTITY OF COLORS FINISHED PER Section 09900: C* 102123.CC CUBICLE CURTAINS 3 102123.SC SHOWER CURTAIN 1 102211 INTERIOR CHAIN LINK FENCES&GATES 102211.F CHAIN LINK FENCE 1 102211.FF CHAIN LINK FENCE FABRIC 102211.FAB FRAMES&BRACING 102211.GH GATE HINGE 102211.GL GATE LATCH 102211.ISG INDUSTRIAL SWING GATE 102211.PLC POST AND LINE CAP 102211.PAR POST AND RAIL r�lf 102211.TW TENSION WIRE 102211.TIE TIE WIRE 102213 WIRE MESH PARTITIONS 102213.CL CYLINDER LOCK-MORTISE TYPE 102213.SD SWINGING DOORS 3 ■fl 102213.SDD SWINGING DUTCH DOORS 102213.WMC WIRE MESH CEILINGS 102213.WMP WIRE MESH PARTITIONS 102226 OPERABLE PARTITIONS 102226.AS ACOUSTICAL SEALS 102226.ASP ACOUSTICAL STORAGE POCKET DOOR ADD#3 102226.CW CARPET WALLCOVERING 3 102226.CT CHALK TRAY 102226.CS CONTROL STATION 102226.EJ END JAMB 102226.ED EXIT DEVICE 102226.FWC FABRIC WALLCOVERING 3 still 102226,MB MARKERBOARD 1 102226.MEP MARKER/ERASER POCKET 102226.MSL MUSIC STAFF LINES 102226.0PP OPERABLE PANEL PARTITION 102226,PC PANEL CLOSURE 102226.PET PANEL EDGE TRIM 102226.PD PASS DOOR 102226.RL RIM LOCK 102226,SP STORAGE POCKET DOOR 102226.ST SUSPENSION TRACKS 102226.VWC VINYL COATED FABRIC WALLCOVERING 102226.WSM WORK SURFACE-MARKER/PROJECTION 102226.13 ACCORDION FOLDING PARTITIONS 102226.13.AP ACCORDION PARTITION 102226.13.0 CARRIERS 102226.13.H HARDWARE 102226.13,HCT HEAD CLOSURE TRIM rtill 102226 13.S SEALS 102226.13.TR TRACKS 102226.13.T TRIM 102600 WALL AND DOOR PROTECTION 102600.CG CORNER GUARDS 3 102600.IRW IMPACT RESISTANT WALLCOVERINGS 102600.PH PLASTIC HANDRAIL 1 102600.PLW PRE-LAMINATED WALL PANELS 102600.WG WALLGUARDS 102800 TOILET BATH AND LAUNDRY ACCESSORIES 102800.ACT ADJUSTABLE CHANGING TABLE 'rll 102800,FDC FOLD DOWN CHANGING STATION 2 102800.FDS FOLD DOWN SELF 102800.FS FOLDING SHOWER SEAT rll 102800.GB GRAB BAR 102800.LSD LIQUID SOAP DISPENSER 102800.M MIRROR 102800.MH MOP AND BROOM HOLDERS 102800.RH ROBE HOOK 102800.SNV SANITARY NAPKIN VENDOR 102800.SND SANITARY NAPKIN DISPOSAL UNIT 102800.SCD SEAT COVER DISPENSER 102800.SRC SHOWER CURTAIN ROD/CURTAIN BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 19 rr MEADOW CREST PLAYGROUND SECTION 014200 air PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS RNISHED PER Section 09900: = C* air *Mari 44Pfialte101010114 , J 102800.SD SOAP DISH 102800.SPC SPECIMENT PASS THROUGH CABINET 102800.TTD TOILET TISSUE DISPENSER 102800.TH TOWEL BAR(LENGTH) 102800.TD TOWEL DISPENSER(TYPE) 102800.TDW TOWEL DISPENSERNVASTE RECEPTACLE COMBINATION 102800.ULG UNDERLAVATORY GUARDS 102800.USM UTILITY SELF WITH MOP HOLDER 102800.WAD WARM AIR DRYER 104000 SAFETY SPECIALTIES 104000.BLB BUILDING MOUNTED LOCK BOX(TYPE) 111ii 104000.SLB SITE MOUNTED LOCK BOX 104413 FIRE EXTINGUISHER CABINETS 104413.FXC FIRE EXTINGUISHER CABINET 1 104416 FIRE EXTINGUISHERS 104416.FXB FIRE EXTINGUISHER BRACKET 104416.FX FIRE EXTINGUISHER(TYPE) 105113 METAL LOCKERS 105113.AC ALUMINUM CHECKER PLATE 105113.AML ATHLETIC METAL LOCKERS(PROVIDE SIZE) 105113.CH COAT HOOKS 105113.CB CONTINUOUS BASE 105113.FP FILLER PANEL 105113.FEP FINISHED END PANEL 105113.FPB FREESTANDING PEDESTAL BENCH 105113.HDL HEAVY DUTY LOCKERS(PROVIDE SIZE) 105113.LT LOCK TYPE 105113.LB LOCKER BENCHES 105113.ST SLOPING TOPS 105113.SDL STANDARD DUTY LOCKERS(PROVIDE SIZE) 105613 METAL STORAGE SHELVING 105613.CT CASE TYPE METAL SHELVING 105613.FP FOUR POST TYPE METAL SHELVING 105613.B BASE 105613.BN BINS lal 105613.FEP FINISHED END PANELS 105613.SD SELF-DIVIDERS 105613.E SHELVES 107113 EXTERIOR SUN CONTROL DEVICES 107113.A ANCHORS um 107113.B BLADES 107113.ESC EXTERIOR SUN CONTROL 107113.FC FASCIA 107113.F FASTENERS 107113.IP INFILL PATTERN 107113.0 OUTRIGGERS 107313 AWNINGS 107313.AF AWNING FABRIC 107313.GA GRAPHIC APPLICATION Obi 107319 GLASS CANOPIES 107319.GC GLASS CANOPY 107500 FLAGPOLES 107500.FB FINIAL BALL 107500.FP FLAGPOLE 1 107500.FC FLASHING COLLAR 107500.H HALYARD 107500.FT METAL FOUNDATION TUBE 107500.TA TRUCK ASSEMBLY 107500.WS WINCH SYSTEM ah 108113 BIRD CONTROL DEVICES 108113.BCT BIRD CONTROL THORNS 108113.BCN BIRD CONTROL NETTING 108113.WS WIRE STRAND 111300 LOADING DOCK EQUIPMENT 111300.B BRIDGE ar 111300.CS CONTROL STATION 111300.DL DOCK LIFT 111300.LTB INTEGRAL LAMINATED TREAD DOCK BUMPER 111300 RH REMOVABLE HANDRAILS ilfl 112700 PHOTOGRAPHIC PROCESSING EQUIPMENT 112700.0 CASEWORK 112700.CL CASEWORK LOCKS 112700.DS DARKROOM SIGN 112700.ES ENLARGER STATION rr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 20 rrr MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* are QUANTITY OF COLORS FINISHED PER Section 09900: C* ' ? .. 112700.ERC EPDXY RESIN COUNTERS 112700.ERS EPDXY RESIN SINKS 112700.RDO REVOLVING DARKROOM DOOR 112700.SU SINK UNIT 112700.AES WHEELCHAIR ACCESSIBLE ENLARGER STATION 112700.AWS WHEELCHAIR ACCESSIBLE WASH STATION 4.1 113100 RESIDENTIAL APPLIANCES 113100.ADW ACCESSIBLE DISHWASHER 113100.CD CLOTHES DRYER 113100.CW CLOTHES WASHER 113100.WDS CLOTHES WASHER/DRYER/STACKING 113100.CT COOKTOP 113100.CTD COOKTOP/DOWNDRAFT VENTILATION 113100.DW DISHWASHER 113100.DRO DROP-IN RANGE/OVEN a111 113100.FRO FREESTANDING RANGE/OVEN 113100.F FREEZER 113100.IU ICE MAKER-UNDER THE COUNTER 113100.M0 MICROWAVE OVEN aii 113100.MOF MICROWAVE OVEN/EXHAUST FAN 113100.RH RANGE HOOD 113100.RU REFRIGERATOR-UNDER THE COUNTER 113100.RF REFRIGERATOR/FREEZER all 113300 RETRACTABLE STAIRS 113300.DF DEEP FRAME 113300.DS DISAPPEARING STAIRS 113300.DSF DISAPPEARING STAIRS-FIRE RATED 114000 FOOD SERVICE EQUIPMENT 114000.AB ANGLE BRACKETS 114000.0 COUNTERTOPS 114000.SH SHELVES BY CONSULTANT-SEE EQUIPMENT SCHEDULE 114000.B BACKSPLASH 114000.5K SINK 114000.EH EXHAUST HOODS 114000.DR DRAWERS 114000.D DOORS 114000.FS FLOOR SINK 115000 EDUCATIONAL AND SCIENTIFIC EQUIPMENT 115000.ASC ACID STORAGE CABINET 115000.BD BOOK DEPOSITORY 115000.0 CRANE 115000.DC DEFRIBRILLATOR CABINET 115000.DR DRYING RACK FOR KILN AND VENT SEE MECHANICAL 115000.FSC FLAMMABLE LIQUID STORAGE CABINET 115000.FS FLOOR SAFE 115000.K KILN 115000.GSC LAB GOGGLE STORAGE CABINET 115000.LAP LABORATORY ACCESSORY PEGBOARD 115000.LDS LIBRARY BOOK DETECTION SYSTEM 115000.RIC RECESSED IRONING CENTER 115000.WS WALL SAFE 115000.WMW WALL MOUNTED WATER STILL 115000.WSG WOOD SHOP CASEWORK m 115200 AUDIO VISUAL EQUIPMENT 115200.EPS ELECTRICALLY OPERATED PROJECT SCREEN 115200.MPS MANUALLY OPERATED PROJECTION SCREEN 115200.MCM MONITOR-CEILING MOUNT 115200.WMN MONITOR-WALL MOUNT(NO SHELF) 115200.WMS MONITOR-WALL MOUNT(WITH SHELF) 115200.PCM PROJECTOR CEILING MOUNT 115200.STP SHORT THROW PROJECTOR 115200.SC SWITCH CONTROL di 115200.WMB WALL MOUNTED PROJECTOR 115313 LABORATORY FUME HOODS 115313.ASP ANTI-SPILL SURFACE SPECIFIED BY MECHANICAL ENGINEER 115313.FH FUME HOOD 115313.FHB FUME HOOD BASE. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 21 woo amommurimmiwommir MEADOW CREST PLAYGROUND SECTION 014200 irr PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* are ate#e �°��, 115700 VOCATIONAL SHOP EQUIPMENT 115700.GSC GOGGLE/GLASSES STORAGE CABINET 115700.JL JIB CRANE WITH TROLLEY 115700.MFF METAL FLAT FILE 115700.MSC METAL WORKING TOOL STORAGE CABINET 115700.PSB PAINT SPRAY BOOTH 115700.SWB SHOP WORK BENCH BASE AND TOP 115700.VL VEHICLE LIFT 115700.WSC WOODWORKING TOOL STORAGE CABINET 115700.WSR WALL MOUNTED STORAGE RACK 116123 FOLDING AND PORTABLE STAGES 116123.ACS ACOUSTICAL-SHELL SYSTEM 116123.CC CURTAIN CLOSURE 116123.GR GUARDRAIL 116123 PP PLATFORM PANELS 116123.RA RAILING 116123.RP RAMP 116123.SPR SEATING-PLATFORM RISERS 116123.STP STAGE PLATFORMS 116123.ST STAIRS 116123.SCR STANDING CHORAL RISERS 116133 RIGGING SYSTEMS AND CONTROLS,STAGE 116133.CR CURTAIN RIGGING EQUIPMENT 116133.CT CURTAIN TRACK 116133.CYC CYCLORAMA 116133.DCM DRAW-CURTAIN MACHINE SPECIFIED BY CONSULTANT 116133.GD GRAND DRAPE 116133.MB MASKING BORDER 116133.SCC SCRIM CURTAIN 116133.SL SIDE LEG 116133.SC STAGE CURTAIN 116133.TRA TRAVELER 116133.V VALENCE 116143 STAGE CURTAINS(BLRB/CONSULTANT) 116143.B BORDERS 116143.BC BACKDROP CURTAIN 116143.CT CURTAIN TRACK 116143.0 CURTAINS 116143.HC HOUSE CURTAIN �irr 116623 GYMNASIUM EQUIPMENT 116623.BBD BACKBOARD ELECTRIC OPERATION(ELEC./MANUAL) 116623.BFT BACKBOARD FOLDING TYPE 116623.BSD BACKBOARD SAFETY DEVICE 116623.BST BACKBOARD STATIONARY TYPE 116623.BSP BACKBOARD SAFETY PAD 116623.BGN BASKETBALL GOALS/NET 116623.BC BATTING CAGE 116623.CG CLIMBING GRID Irr 116623.CR CLIMBING ROPES 116623.CSP COLUMN SAFETY PADS 3 116623.CWS CORNER WALL SAFETY PAD 3 116623.FI FLOOR INSERT 116623.GHA GOAL HEIGHT ADVISORY 116623.GFM GYM FLOOR MATS 116623.HL HORIZONTAL LADDER 116623.MEC MASTER GYMNASIUM EQUIPMENT CONTROL STATION 116623.OSB OVERHEAD-SUPPORTED BACKBOARD(ELEC./MANUAL) 116623.PBV PEGGED BOARD VERTICAL CLIMBER 116623.PS POST STANDARD 116623.PUB PULL-UP BAR 116623.RCS REMOTE CONTROL STATION 116623.RSP REMOVABLE SAFETY PADS 3 116623.SB STALL BAR 116623.VL VERTICAL LADDER 116623.WMB WALL MOUNTED BACKBOARD(ELEC./MANUAL) 116623.WSP WALL SAFETY PADS(FIXED) 3 116623.WSR WALL STORAGE RACK Lai BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 22 as MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* aril QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QSf. Alfa ;,, .i� ?'ta re` -- ,,,� COLORS PER A UANTITYOFC RNISHEDSection r 116623.WBB WINCH-BASKETBALL 116624 WRESTLING MAT MOVER 116624.CS CONTROL SWITCH 116624.FC FESTOON CABLE 116624.H HOIST 116624.MM MAT MOVER 116624.SB SLING AND BEAM 116643 INTERIOR SCOREBOARDS 116643.ASB AUXILIARY SCOREBOARD 116643.IDP IDENTIFICATION PANEL 116643.LRC LOCKER ROOM CLOCK SPECIFIED BY ELECTRICAL CONSULTANT 116643.MSB MAIN SCOREBOARD airs 116643.SSB SECONDARY SCOREBOARD 116643.STC SHOT TIMING CLOCK 116643.SDU STATISTICS DISPLAY UNIT 116644 EXTERIOR SCOREBOARDS 116644.ES EXTERIOR SCOREBOARD(MAIN-HOME) SPECIFIED BY ELECTRICAL CONSULTANT 116644.PGC PORTABLE GAME CLOCK 116644.SS SECONDARY SCOREBOARD 116653 GYMNASIUM DMDERS 116653.CS CONTROL SWITCH 116653.GD GYM.DIVIDER CURTAIN bill 116653.LC LOWER CURTAIN 116653,UC UPPER CURTAIN 116653.W WINCH 116733 CLIMBING WALLS 116733.A ACCESS PANEL fY1 116733,BA BELAY ANCHORS 116733.CW CLIMBING WALL 116733.P PANELS do 116733.SS SUPPORT STRUCTURE 116823 EXTERIOR COURT ATHLETIC EQUIPMENT 116823.OBB OUTDOOR BASKETBALL BACKSTOP 116823,SP SAFETY PADS 116833 ATHLETIC FIELD EQUIPMENT 116833,BP BASEBALL PLATES 111 116833 FL FOUL LINE MARKER POSTS 116833.0PB OUTDOOR PLAYER BENCHES 116833.PSG PORTABLE SOCCER GOALS 116833,SF SOCCER FIELD MARKER POSTS di 117000 MEDICAL EQUIPMENT 117000.DC DEFIBRILLATOR CABINET 117000.LMC LOCKABLE MEDICATION CABINET 117900 THERAPY EQUIPMENT 117900,CML CEILING MOUNTED LIFT 117900.FT FIXED WALL MOUNTED TABLE r 117900.HT HYDROTHERAPY TANK 117900.IM ICE MACHINE 117900.MMT MOTORIZED HI-LO MAT TABLE(E/H) 117900.TF TAPING TABLE. mg 122113 HORIZONTAL LOUVER BLINDS 122113.HLB HORIZONTAL LOUVER BLINDS 122113.MHB MOTORIZED HORIZONTAL BLIND 122116 VERTICAL LOUVER BLINDS 122116.MVB MOTORIZED VERTICAL BLIND 122116.VLB VERTICAL LOUVER BLINDS Mb 122413 ROLLER WINDOW SHADES 122413.BS BLACKOUT SHADES 122413,BR BROWN OUT SHADES 122413.CP CLOSURE PANEL AND WALL CLIP 122413.HB HEADBOX 122413.MBR MOTORIZED BROWN-OUT SHADES 122413.RSP RECESSED SHADE POCKET 122413.RWS ROLLER WINDOW SHADES 122413.SC SIDE CHANNELS we 122413.SS SKYLIGHT SHADES 123200 MANUFACTURED WOOD CASEWORK 123200.ASS ADJUSTABLE SHELF SUPPORTS 123200.AVL AIR VENTS/LOUVERS 123200.BSS BACKSPLASH(SOLID SURFACING) 123200.BDC BOOK DROP CART 123200.CRS CHEMICAL RESISTANT PLASTIC LAMINATE SHELVES 123200.CT COMPUTER CABLE TRAY 123200.CCR COUNTERTOP&B/SPLASH-CHEMICAL RESISTANT PLAS.LAM. 123200.WE COUNTERTOP WOOD EDGE(SPECIES) 1 BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 23 arrr■r MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* �yc y QUANTITY OF COLORS FINISHED PER Section 09900: = C* rW /is ,ffV `# �`y�'��' ,✓ ;, t`'j y ,,." i .�. lq"ri'aj`a`1 �,,,,,, r vr, ;,. �h,,�i 123200.DM DEMONSTRATION MIRROR 123200.DL DRAWER AND DOOR LOCKS 123200.EC EPDXY COUNTERTOP(WITHOUT BACKSPLASH) 123200.ECB EPDXY COUNTERTOP AND BACKSPLASH 123200.ES EPDXY SINK 123200.FS FILLER STRIPS 123200.FBP FINISHED BACK PANEL 5 NM 123200.FEP FINISHED END PANEL 5 123290.G GATE 123200.GDP GLASS DOOR PANEL 123200.GS GLASS SHELVES 123200.GR GROMMETS 123200.H HOOK(HEAVY DUTY) 123200.KS KEYBOARD SHELVES 2 123200.LH LABEL HOLDER 123200.LHC LAMINATED HARDWOOD COUNTERTOP WITH SPLASH 123200.LP LEG PANEL(FIN.2 SIDES) 123200.LT LIGHT TABLE 123200.CR METAL COAT ROD 123200.MC METAL COUNTERTOP&BACKSPLASH 123200.M MIRROR 123200.MVC MOVABLE CASEWORK 123200.PH PAMPHLET HOLDER 123200.PS PAPER SLOT 123200.PSD PIVOT SLIDING DOOR(VCR CABINET) 123200.PL PLASTIC LAMINATE 5 123200.LCS PLASTIC LAMINATE TOP WITH BACKSPLASH 5 123200.LC PLASTIC LAMINATE TOP WITHOUT BACKSPLASH 123200.PLV PLASTIC LAMINATE VALENCE 123200.PWS PLYWOOD CORE SHELVES 123200.PVC PVC EDGEBANDING 123200.SF SERVICE FITTINGS 123200.PLS SHELVES-PLASTIC LAMINATE FACED 123200.SSM SOLID SURFACING MATERIAL 123200.SST SOLID SURFACING MATERIAL TOPS 123200.SWC SOLID WOOD TRIM(SPECIES) 123200.SSE SPILL STOP EDGE 123200.SSC STAINLESS STEEL COUNTERTOP 123200.SSF STAINLESS STEEL FINISHED END PANEL 123200.SL STEEL LEG 123200.SSB STEEL SUPPORT BRACKET 123200.TP TACKABLE PANEL 123200.TCM THRU-COUNTER COMPUTER MONITOR 123200.TT TOTE-TRAY 123200.TB TRASH BIN SLIDES 123200.US UTILITY SPACE 123200.USF UTILITY SPACE FRAMING 123200.VD VERTICAL DIVIDERS 123200.WS WIRE SHELVES 123200.WV WOOD VENEER 123500 SPECIALTY CASEWORK 123500.FC FOLIO CABINET 123500.FP FILLER PANELS 123500.ISC INSTRUMENT STORAGE CABINETS 123500.L LOCK HARDWARE/HASP 123500.LSS MUSIC LIBRARY STORAGE SYSTEM 123500.SWB MUSIC STAND WALL BRACKETS 123500.PC PERCUSSION CABINET 123500.US ROBE/UNIFORM STORAGE 123500.WB SOUSAPHONE WALL BRACKETS rim 123513 ATHLETIC EQUIPMENT STORAGE SYSTEM 123513.AES ATHLETIC EQUIPMENT STORAGE SYSTEM 123513.FT FLOOR TRACK 123513.MC MOBILE CART BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 24 me MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* rr QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* ,., ro/��„may;iCr6'�': � � 9 rrat 8 � - #'1t., • 123553 LABORATORY CASEWORK 123553.CRS CHEMICAL RESISTANT PLASTIC LAMINATE SHELVES 123553.CCR COUNTERTOP&B/SPLASH-CHEMICAL RESISTANT PLAS.LAM. 123553.EC EPDXY COUNTERTOP(WITHOUT BACKSPLASH) 123553.ECB EPDXY COUNTERTOP AND BACKSPLASH 123553.ES EPDXY SINK 123553.FP FILLER PANELS 123553.L LOCKS 123553.SF SERVICE FITTINGS 123553.US UTILITY SPACE 123553.USF UTILITY SPACE FRAMING 124813 ENTRANCE FLOOR MATS AND FRAMES 124813.REM RECESS MOUNTED ENTRANCE MAT 5 124813.SEM SURFACE MOUNTED ENTRANCE MAT 126100 FIXED AUDIENCE SEATING 126100.AS ACCESSIBLE SEATING aft 126100.ASR ACCESSIBLE SEATING-REMOVABLE 126100.AT ARMRESTS 126100.FAS FIXED AUDIENCE SEATING 126100.TA TABLET ARMS 126613 TELESCOPING BLEACHERS 126613.B BENCH(MATERIAL) 126613.CL CLOSURE PANELS 126613.CS CONTROL SWITCH 126613.ER END RAILS 126613,SR GUARD RAILS 126613.H HANDRAILS 126613.RP RAMPS 126613.RGR REMOVABLE GUARD RAILS AM 126613,R RISER 126613.SCP SIDE CLOSURE PANELS 126613,S STEPS 126613.TB TELESCOPING BLEACHERS sir126613.WCA WHEELCHAIR ACCESSIBLE SEATING AREA 126623 TELESCOPING CHAIR PLATFORMS 122623.0 CHAIRS 122623.CS CONTROL SWITCH 122623.ER END RAILS ■li 122623,R RAILINGS 122623.RP RAMPS 122623.E STEPS 126623.TCP TELESCOPING CHAIR PLATFORMS +ril 122623.WCA WHEELCHAIR ACCESSIBLE SEATING AREA 129300 SITE FURNISHINGS 129300.B BENCH(MATERIAL) 129300.BR BICYCLE RACK 129300.FB FOLDING BOLLARD 129300.MB METAL BOLLARDS 129300.P PLANTER(MATERIAL) 129300.RMB REMOVABLE METAL BOLLARDS 129300.SD SKATE DETERRENT 129300.TR TRASH RECEPTACLE 130850 RESILIENT FURRING 8,CLIP 130850.RFC RESILIENT FURRING&CLIP 131113 BELOW GRADE SWIMMING POOL ) 131113.CP CEILING PANELS 131113.D DOOR ■ 1 BY CONSULTANT 131113.LV LIGHTNENT 131113,PP POWER PANEL 131113.WP WALL PANEL 132148 SOUND CONDITIONED ROOMS 132148.SCR SOUND CONDITIONED ROOMS ow 133413 GREENHOUSES 133413.E ELECTRICAL DEVICE 133413.ES ENVIRONMENTAL SYST. 133413.G GLAZING 133413.S GREENHOUSE STRUCTURE ar11 133413.LF LIGHT FIXTURES 133413.ST STRUCTURE 133413.E WORK BENCHES 133416 GRANDSTANDS AND BLEACHERS 133416.A AISLES eir BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 25 ter MEADOW CREST PLAYGROUND SECTION 014200 rr PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* QUANTITY OF COLORS FINISHED PER Section 09900: = C* 133416.8 ALUMINUM BENCHES 133416.SB ALUMINUM SEAT PLANK AND BRACKET 133416.SBB ALUMINUM SEAT PLANK,BRACKET AND BACKREST Nil 133416.BU BLEACHER UNITS 133416.GS GRANDSTAND SEATING 133416.GR GUARD RAILS r111 133416.H HANDRAILS 133416.L LANDINGS 133416.R RAMPS 133416.RI RISERS 133416.PB SEMI-PORTABLE ALUMINUM OUTSIDE BLEACHERS(LENGTH/ROWS) Nil 133416.S STAIRS 133419 METAL BUILDING SYSTEMS 133419.F METAL BUILDING FRAMING 133419.R METAL BUILDING ROOFING 133419.S METAL BUILDING SIDING • 142400 HYDRAULIC PASSENGER ELEVATOR 142400.CP CONTROL PANEL(CAR) 142400.HP HALL.PUSH BUTTON irY 142400.E HYDRAULIC ELEVATOR 142400.KS KEYED SWITCH 142400,PLW PLASTIC LAMINATE WALL PANEL 142400.S SIGNAGE rltiY 142400.S/T SILLTHRESHOLD 142400.SSD STAINLESS STEEL DOORS 142400.SP SUMP 144200 WHEELCHAIR LIFTS 144200.IL INCLINED WHEELCHAIR LIFT Ylr 144200.VL VERTICAL WHEELCHAIR LIFT 144219 CONVERTIBLE STAIRWAY LIFTS 144219.CSL CONVERTIBLE STAIRWAY LIFTS 147000 TURNTABLES 147000.EL ELECTRICAL CONTROLS 147000.ET ENGINEERED TURNTABLE 147000.R RISER 147000.RO ROLLERS 147000.SA SAFETY ASTRAGAL 147000.SB SOUND BARRIER INSULATION 147000.SP SOUND POCKET 147000.ST STRUCTURE 147000.T TREADS 1811 310000 EARTHWORK 311000 SITE PREPARATION 312300 EXCAVATION AND FILL 312500 EROSION AND SEDIMENTATION CONTROLS 316219 TIMBER PILES 316219.PTP PRESSURE TREATED ROUND TIMBER PILES 316316 AUGER CAST GROUT PILES 316329 DRILLED CONCRETE PIERS AND SHAFTS 316329.DP DRILLED PIER 321126 ASPHALTIC BASE COURSE rrl 321216 ASPHALT PAVING 321313 CONCRETE PAVING 321443 POROUS FLEXIBLE PAVING???? 321723 PAVEMENT MARKINGS 321726 TACTILE WARNING SURFACING 321726.TWS TACTILE WARNING SURFACE TILE 321813 SYNTHETIC GRASS SURFACING 321816 PLAYGROUND PROTECTIVE SURFACING 321823 RUNNING TRACK SURFACING 321823 TENNIS COURT SURFACING 321823 BASEBALL FIELD SURFACING 323113 CHAIN LINK FENCES&GATES 323113.CIP CAST-IN-PLACE CONCRETE 323113.F CHAIN LINK FENCE 323113.FF CHAIN LINK FENCE FABRIC 323113.DR DROP ROD ASSEMBLY 323113.FAB FRAMES AND BRACING 323113.GH GATE HINGE INN BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 26 immeromiummum rar MEADOW CREST PLAYGROUND SECTION 014200 PROJECT NO. 11.12.116 KEYNOTES QUANTITY OF STANDARD MFR.COLORS(FULL RANGE INCLUDING MFR.CUSTOM COLORS): = A* r QUANTITY OF CUSTOM COLOR AS SELECTED BY ARCHITECT: = B* NTITY OF COLORS FINISHED PER Section 09900:= C* 323113.GK GATE KEEPER 323113.GL GATE LATCH tos 323113.HS HORIZONTAL-SLIDE GATE 323113.PLC POST AND LINE CAP 323113.PAR POST AND RAIL vai 323113.PS PRIVACY SLATS 323113.SG SWING GATE 323113.TB TENSION BAR 323113.TW TENSION WIRE 323113.TIE TIE WIRE 323119 DECORATIVE METAL FENCES&GATES 323119.TF TUBULAR STEEL FENCE 323119.TG TUBULAR STEEL GATE 323223 SEGMENTAL RETAINING WALLS 328000 IRRIGATION 329000 PLANTING 329113 SOIL PREPARATION 329200 TURF AND GRASSES se 329219 MECHANICAL SEEDING 329233 SODDING 331000 WATER SUPPLY 333000 SANITARY SEWERAGE UTILITIES 334000 STORM DRAINAGE UTILITIES 334613 FOUNDATION DRAINAGE 344113 TRAFFIC SIGNALS 412223 HOISTS 412223.ECH ELECTRIC CHAIN HOIST 412223.HT HOIST TROLLEY 412223.MCH MANUAL CHAIN HOIST till re Yfl ei 4! dio BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE 27 MEADOW CREST PLAYGROUND SECTION 014500 PROJECT NO. 11.12.116 CONTRACTOR'S QUALITY CONTROL SYSTEMS PART 1 —GENERAL dill 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General, Supplementary, and/or Special Conditions and other Division 01 Specification Sections apply to this Section. 1.02 CONTRACTOR'S QUALITY CONTROL SYSTEM A. General 1. Establish a quality control system to perform sufficient inspection and tests of all items of work, including that of subcontractors, to ensure conformance to the Contract Documents for materials, workmanship, construction, finish, functional performance and identification. Perform all quality control tests as required by local law if more stringent than specific requirements of these Specifications. Establish this control for all construction except where the Contract Documents provide for specific compliance tests by testing laboratories or engineers employed by the Owner, in which case the Contractor shall be responsible for the coordination of such testing with the Work of the Contract, and provide assurance that all preparatory work performed under the Contract meets or exceeds required level of quality. Contractor's control system shall specifically include all testing required by the various sections of the Specifications. B. The Contractor shall designate a CQC Plan Administrator whose responsibility shall be the overall administration of the Plan as defined therein. The Administrator shall sign all reports, logs and other documents/forms related to the Plan, and in so doing shall certify the accuracy and completeness of IS the information contained therein. C. Records „W1 1. Maintain correct records on an appropriate form for all inspections and tests performed. Maintain records of instructions received from the Architect and actions taken as a result of those instructions, including Notices of Non-Compliance (form attached). These records shall include evidence that the required inspections or tests have been performed and their results (including type and number of inspections or tests, nature of defects, causes for rejection, etc.) proposed or directed remedial action, and corrective actions taken. Document inspections and tests as required by each section of the specifications. rr D. Quality Control Plan 1. Within (10) days of Notice of Award, furnish to Architect, with proposed Schedule of Values, wr Quality Control Plan which shall include resumes of previously identified Superintendent and Project Manager, procedures, instructions, and records to be used. The plan shall specifically include the following: 2. A list of control tests that the Contractor is to perform, or his subcontractors are to perform, under his coordination. Control tests shall be listed by Specification Section. 3. Contractor's surveyor. 4. Procedures for reviewing all Shop Drawings, Product Data, samples or other submittals before submission to Architect. Include procedures for obtaining required field measurements. 5. Method of documenting quality control operation, inspection, and testing including samples of proposed forms, logs, and daily reports. "" 6. Quality control activities schedule. awl BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014500- 1 r.r MEADOW CREST PLAYGROUND SECTION 014500 PROJECT NO. 11.12.116 CONTRACTOR'S QUALITY CONTROL SYSTEMS 1.03 COORDINATION WITH OTHER ENTITIES A. Cooperate with other entities performing quality control activities. B. Provide samples of materials and design criteria as indicated and when requested. C. Provide other assistance,equipment,tools,and storage facilities as specified. "" D. Make arrangements with those entities and pay for additional, similar or related testing or inspection required for the Contractor's use or convenience. E. Coordinate quality control activities to avoid delay and to avoid the necessity of removing and replacing construction to accommodate testing and inspections. F. Notify the Owner's testing agencies (14) working days prior to anticipated commencement or completion of work which is to be tested or inspected,whichever is applicable(initial notification). go G. Special Inspections: Submit written Statement of Responsibility to local code official with copies to Architect and Owner. Coordinate and schedule Special Inspections with the owner's testing agent as required for timely performance of special inspections. Maintain on-site record of special inspections results for review by project personnel and local authorities. Promptly correct work found by special inspector to be noncompliant with requirements and provide written confirmation to Architect and Owner. 1.04 CONTRACTOR'S PRE-INSTALLATION QUALITY CONTROL so A. Coordination of Work 1. Well in advance of the installation of every major unit of work which requires coordination with other work, the Contractor shall ensure that the unit of work can be installed and function as intended and required in conjunction with other work which has preceded or will follow. In the event of discrepancies or conflicts, the Contractor shall propose written resolutions, inform the Architect, and proceed with Architect's concurrence. B. Pre-installation Meetings 1. Contractor shall schedule, set agenda and conduct pre-installation meetings as required to assure quality control and confirm responsibilities of various parties. Contractor shall record minutes of mi, meeting and distribute to attendees and other parties as deemed appropriate. Contractor shall notify Owner and Architect of all pre-installation meetings a minimum (7) days prior to the scheduled meeting. Owner and Architect may attend Meetings. C. Inspection of Conditions 1. The Contractor shall require the installer of each major unit of work to(1) inspect the substrate to receive the work, (2) inspect the conditions under which the work will be performed, and (3) MIN report in writing to the Contractor that the substrate(s) and conditions are either satisfactory or unsatisfactory. The installer shall not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to him, completion of corrections has been reported in writing to the Contractor, and Contractor has distributed same to Architect and Owner. Copies of written notifications shall be maintained in Contractor's field office, incorporated into the Quality Control Plan Records,organized by Specification Section. rrp BLRB ARCHITECTS 04/02/13 - TACOMA,WASHINGTON PAGE: 014500-2 MEADOW CREST PLAYGROUND SECTION 014500 PROJECT NO. 11.12.116 CONTRACTOR'S QUALITY CONTROL SYSTEMS D. Notice for Owner's Testing Lab 1. The Contractor shall notify the Owner's testing laboratory, the structural engineer, and the rr Architect not less than 24 hours before work requiring inspection or testing is started (confirming notification). 1.05 CONTRACTOR'S INSTALLATION QUALITY CONTROL A. Manufacturer's Instructions 1. The Contractor shall comply with the Manufacturer's applicable instructions and recommendations for installation. To whatever extent these are more explicit or more stringent than Contract Document requirements, indicate in the Record Documents. B. Inspection 1. The Contractor shall inspect each item of material or equipment immediately upon delivery and immediately preceding installation. Contractor shall reject damaged or defective items. did C. Attachments and Connections 1. Provide attachment and connection devices and methods for securing work properly as it is installed, true to line and level, and within recognized industry tolerances if not otherwise indicated. Allow for expansions, building movements, and student activity. Provide uniform joint widths in exposed work, organized for best possible visual effect. Refer questionable visual effect choices to Architect for final decision. sir D. Verify Dimensions 1. Recheck measurements and dimensions of the work as an integral step of starting each installation. Maintain written record of confirmation of satisfactory findings, or describe unsatisfactory conditions and proposed resolution. Maintain written records of unsatisfactory conditions and resolutions when required. E. Conditions for the Work 1. Install work during conditions of temperature, humidity, exposure, forecasted weather, and status of project completion that will ensure the best possible result for each unit of work in coordination with the entire work. Isolate each unit of work from non-compatible work as required to prevent deterioration. Maintain documentation attesting to same. +.. 1.06 FIELD ENGINEERING A. The Contractor shall employ a professional engineer or land surveyor registered in the State of Washington and acceptable to the Owner and Architect. B. Engineer or surveyor shall be responsible for location of foundations, building, and major site elements, installation of control stakes as required and final certification that finish grading has been completed within the tolerances specified. Coordinate all other field engineering of applicable subcontractors. C. Documentation and Records: Surveyor or engineer shall maintain a complete and accurate log of control and survey work as it progresses. On request of the Architect, submit documentation to verify accuracy of field engineering work. 1.07 PROJECT SURVEY REQUIREMENTS BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014500-3 rr rir MEADOW CREST PLAYGROUND SECTION 014500 PROJECT NO. 11.12.116 CONTRACTOR'S QUALITY CONTROL SYSTEMS .r A. Reference Points: Immediately upon entering the project, locate and maintain bench marks and all other grades, lines, levels and dimensions. Report any errors or inconsistencies to the Architect before commencing work. B. Permanent Bench Marks: The surveyor or engineer shall establish a minimum of two permanent bench marks on the site,referenced to data established by survey control points. C. Preservation of Monuments and Stakes: Carefully preserve all monuments, bench marks, property markers, reference points, and stakes. In case of the destruction of these, the Contractor will be charged with expense of replacement and shall be responsible for any mistake, loss of time or additional expense that may be caused. Protect permanent monuments or bench marks that must be removed or disturbed until properly referenced for relocation. Furnish materials and assistance for proper replacement of such monuments or bench marks. D. Layout and Control: The surveyor or engineer shall establish lines and levels, locate and layout by instrumentation and similar means stakes for finish grading. He shall set control stakes and shall reset stakes as required during progress of the work. The surveyor or engineer shall provide the Architect with a shop drawing showing all new paved areas on the site with all radii, radii points, angles, segment lengths, and clearance dimensions called out and drawn to same scale as site plan. Paved �+ areas shall include asphalt,concrete,curbs,and special surfaces. E. Completion: Upon completion of the work, the surveyor or engineer shall survey the site to verify that locations and elevations required by the Contract Documents have been achieved within the specified tolerances. 1. Submit to Owner a certificate signed by the surveyor or engineer certifying that elevations and elm locations are in conformance with the Contract Documents. 2. Submit to Owner complete record "As-Built" Survey and Utility Plans, in both hard copy and electronic format. Mil F. Refer to General Conditions for additional requirements. 1.08 CONTRACTOR'S DAILY REPORT rr" A. Contractor shall submit to the Owner and Architect a "Daily Work Log" on a daily basis on the workday following the date of the Daily Work Log. See attached form at the end of this Section. IN Refer to Section 013300 Submittal Procedures. B. Changes in the Work, including labor, materials and equipment, shall be fully documented in the logs. Proposed costs for Construction Change Directives shall include copies of relevant Daily Work Logs together with all other required substantiating documentation. 1.09 NON-COMPLIANCE NOTICE (NCN) A. Any work that is identified as "not in compliance" with the Contract Documents, either by oral discussion with the Contractor, or written communication to the Contractor, shall be removed and replaced without cost to the Owner, including removal of additional material necessary to confirm non-compliance. At it's option, the Ile Owner may accept written alternative solutions offered by the Contractor and recommended by the Architect. The Contractor shall notify the Architect and Owner in writing immediately following oral discussion or receipt any written communication if the Contractor believes that the Work in question is in compliance with the Contract Documents. The Architect will make a determination based on the Contract Documents. If the Architect finds the Work in noncompliance, the Architect will issue a written notice Non-Compliance Notice BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014500-4 .rr MEADOW CREST PLAYGROUND SECTION 014500 PROJECT NO. 11.12.116 CONTRACTOR'S QUALITY CONTROL SYSTEMS (NCN). Use form included at end of this section. Such notice, when delivered to the Contractor at the work site, shall be deemed sufficient for the purpose of notification. Upon receipt of the NCN, the Contractor shall take immediate action to correct work. Review corrections at Progress meetings for closure. B. If the Contractor fails to or refuses to comply promptly after the final determination of the appropriate corrective action,the Owner may: fill a. Issue an order stopping all or part of the work until satisfactory corrective action has been taken. The Owner will not pay for non-complying work or follow on work until the non-complying work is corrected or replaced. If it becomes necessary to stop the work due to non-correction of non-complying work, no delay claim,time extension, or compensation will be granted. b. Elect to correct the non-complying work with his owe forces,or those of another contractor, and back-charge the Contractor by issuing a deductive Change Order, with appropriate explanation 4111 supporting data,which the Contractor is required to sign. Should the Contractor elect not to sign the deductive Change Order, he will be deemed to be in breech of the contract and the dispute will be subject to the Dispute Resolution Procedures of the General Conditions. PART 2—PRODUCTS—NOT USED PART 3—EXECUTION—NOT USED END OF SECTION Mil am rr rr ■ 114 BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 014500-5 lat MEADOW CREST PLAYGROUND SECTION 014500A PROJECT NO. 11.12.116 CONTRACTOR'S DAILY WORK LOG DAILY WORK LOG DATE " Contractor Name Addess Phone Addess Fax w" Contact Name Email Job Name: Renton Early Childhood Learning Center Report No. Address: 1800 Index Avenue Work Day of Address: Renton, WA 98056 Calendar Days of Weather Temp Rain Wind BASE BID WORK General Contractor Name- Personnel to No. Field Employees Hours Activity(Provide work area and activity.) Superintendent Assist SI eV Carp Foreman Carpenter Labor Foreman Laborer Safety No. Admin Employees Hours Activity(Provide work area and activity.) PM Assist PM Proj. Eng. Total �r. Subcontractors- Personnel No. vie Employees Hours Activity(Provide work area and activity.) Sub Name Sub Name Sub Name Sub Name Sub Name Sub Name Sub Name Sub Name Sub Name Sub Name Total dip BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 014500A- 1 arr► NB MEADOW CREST PLAYGROUND SECTION 014500A PROJECT NO. 11.12.116 CONTRACTOR'S DAILY WORK LOG .�r EQUIPMENT DATA:(Indicate equipment items,other than hand tools,at job site;indicate hours used.) its CHANGE ORDER WORK General Contractor Name- Personnel No. Field Employees Hours Activity(Provide work area and activity.) Superintendent 1111 Assist SI Carp Foreman Carpenter Labor Foreman Laborer Safety ■. No. Admin Employees Hours Activity(Provide work area and activity.) PM bit Assist PM Proj. Eng. Total Subcontractors- Personnel No. NO Employees Hours Activity(Provide work area and activity.) Sub Name Sub Name "•"" Sub Name Sub Name Sub Name ,rr Sub Name Sub Name Sub Name Sub Name •• Sub Name Total rir BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 014500A-2 ,rr MEADOW CREST PLAYGROUND SECTION 014500A PROJECT NO. 11.12.116 CONTRACTOR'S DAILY WORK LOG +rw EQUIPMENT DATA:(Indicate equipment items,other than hand tools,at job site;indicate hours used.) ea DELIVERIES: (Note equipment and material deliveries made to job site. Indicate whether or not these items are in compliance with project documents,shop drawings,approved submittals,etc.) mil wr SITE VISITORS: (Owner,Architect,Engineers,Sub Supervisorory Personnel,etc.) am ww INSPECTIONS AND TESTING: (Identify inspections,special inspections and testing.Identify initial or re-inspection.Indicate items in non- SAFETY: (Identify any safety issues that occurred and action taken.) aso tas BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 014500A-3 MEADOW CREST PLAYGROUND SECTION 014500A PROJECT NO. 11.12.116 CONTRACTOR'S DAILY WORK LOG rr WORK PROGRESS: (Identify work tasks completed and progress of on-going tasks.Breakdown by trade.) No rw irr REMARKS: (Note any conflicts with project documents or that need further attention/investigation.Any other pertinent items.) rrr rr1 rrr rr By signing below I certify that the above is true to the best of my ability and knowledge: rra Superintendent/PM Date BLRB ARCHITECTS 04/02/13 rib TACOMA, WASHINGTON PAGE: 014500A-4 irr Arr RENTON SCHOOL DISTRICT NO. 403 NOTICE OF NON-COMPLIANCE PROJECT NAME MEADOW CREST PLAYGROUND NNC# TO: The following item is in non-compliance with the Contract Documents. Corrective action is to be undertaken immediately. Spec Reference: Dwg Reference: Description (attach additional pages if necessary): del aft Architect Owner Date CONTRACTOR'S PROPOSED CORRECTIVE ACTION (to be completed by Contractor; attach additional tie pages as necessary): irr By Date Contractor ARCHITECT'S REVIEW DAcceptable DResubmit ❑See Attached Comments rr By Date Architect dill CONTRACTOR CERTIFICATION OF WORK COMPLETED The Contractor certifies that required corrective action has been completed. ail By Date Contractor ARCHITECT VERIFICATION OF WORK COMPLETED The Architect has verified that the corrective action required has been completed. By Date Architect ww 4111 MEADOW CREST PLAYGROUND SECTION 015000 PROJECT NO. 11.12.115 TEMPORARY FACILITIES AND CONTROLS am air PART 1 -GENERAL 4111 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General, Supplementary and/or Special Conditions and other Division 01 Specification Sections, apply to this Section. r 1_2 SUMMARY 1.2.1 This Section includes requirements for temporary utilities, support facilities, and security and protection facilities. 1.2.2 Related Sections include the following: 1.2.2.1 Division 01 Section "Summary" for limitations on utility interruptions and other work restrictions. err 1.2.2.2 Division 01 Section "Submittals, Shop Drawings, Product Data and Samples" for procedures for submitting copies of implementation and termination schedule and utility reports. 1.2.2.3 Division 01 Section"Quality Requirements"for slab moisture testing and other requirements. 1.2.2.4 Division 01 Section"Execution" for progress cleaning requirements. 1.2.2.5 Divisions 02 through 33 Sections for temporary heat, ventilation, and humidity requirements for products in those Sections. 1.2.2.6 Division 32 Section"Dewatering" for disposal of ground water at Project site. 1.2.2.7 Division 32 Section "Asphalt Paving" for construction and maintenance of asphalt paving for temporary roads and paved areas. 1.2.2.8 Division 32 Section "Concrete Paving" for construction and maintenance of cement concrete pavement for temporary roads and paved areas. 1.3 DEFINITIONS 1.3.1 Permanent Enclosure: As determined by Architect, permanent or temporary roofing is complete, insulated, and weathertight; exterior walls are insulated and weathertight; and all openings are closed with permanent construction or substantial temporary closures. wr e BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 015000- 1 wr MEADOW CREST PLAYGROUND SECTION 015000 PROJECT NO. 11.12.115 TEMPORARY FACILITIES AND CONTROLS um 1.4 TEMPORARY CONNECTION AND USE CHARGES 1.4.1 General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including, but not limited to,Owner's construction forces, Architect, testing agencies, and authorities having jurisdiction. Pay NI service use charges for usage by all entities for construction operations: 1.4.1.1 Sewer Service 1.4.1.2 Water Service 1.4.1.3 Electric Power Service 1.4.1.4 Internet Service ses 1.4.1.5 Telephone Service 1.4.1.6 Other Services as required by the Contract Documents r 1.4.2 Existing building and utilities are not available in any manner for utilities, 1.5 SUBMITTALS 1.5.1 Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for construction personnel. 1.6 QUALITY ASSURANCE re 1.6.1 Electric Service: Comply with NECA, NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. 1.6.2 Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary utility before use. Obtain required certifications and permits. ■r 1.6.3 Coordination and Controls: the General Contractor shall coordinate the special moisture testing required by the Owner's testing lab. Coordinate re-testing and drying methods used in Temporary Controls with results. 1i° 1.7 PROJECT CONDITIONS rw 1.7.1 Temporary Use of Permanent Facilities: Installer of each permanent service shall assume responsibility for operation, maintenance, and protection of each permanent service during its use as a construction facility before Owner's acceptance,regardless of previously assigned responsibilities. Mil PART 2 -PRODUCTS BLRB ARCHITECTS 04/02/13 rrr TACOMA, WASHINGTON PAGE: 015000-2 rir MEADOW CREST PLAYGROUND SECTION 015000 PROJECT NO. 11.12.115 TEMPORARY FACILITIES AND CONTROLS 2_1 MATERIALS 41111 2.1.1 Chain-Link Fencing: Minimum 2-inch, 0.148-inch thick, galvanized steel, chain-link fabric fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch OD line posts and 2- 7/8-inch OD corner and pull posts, with 1-5/8-inch OD top rails. 0. 2.1.2 Portable Chain-Link Fencing: Minimum 2-inch, 9-gage, galvanized steel, chain-link fabric fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8-inch OD line posts and 2- 7/8-inch OD corner and pull posts, with 1-5/8-inch OD top and bottom rails. Provide galvanized steel bases for supporting posts. r�rr 2.1.3 Wood Enclosure Fence: Plywood, 8 feet high, framed with four 2-by-4-inch rails, with preservative-treated wood posts spaced not more than 8 feet apart. 2.1.4 Paint: Comply with requirements in Division 09 painting Sections. 41111 2.2 TEMPORARY FACILITIES air 2.2.1 Field Offices, General: Prefabricated or mobile units with serviceable finishes, temperature controls,and foundations adequate for normal loading. 2.2.2 Common-Use Field Office: Of sufficient size to accommodate needs of construction personnel. Keep office clean and orderly. Furnish and equip offices as follows: 2.2.2.1 Furniture required for Project-site documents including file cabinets, plan tables, plan racks, and bookcases. 2.2.2.2 Conference room of sufficient size to accommodate meetings of 15 individuals. Provide electrical power service and 120-V ac duplex receptacles, with not less than 1 receptacle on each wall. Furnish room with conference table,chairs, and 4-foot-square tack board. 2.2.2.3 Drinking water and private toilet. 2.2.2.4 Power and Internet connection for Laptop connection. 2.2.2.5 Coffee machine and supplies. ""' 2.2.2.6 Heating and cooling equipment necessary to maintain a uniform indoor temperature of 68 to 72 deg F. 2.2.2.7 Lighting fixtures capable of maintaining adequate illumination at desk height. 2.2.3 Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to accommodate materials and equipment for construction operations. wo 2.2.3.1 Store combustible materials apart from building. ■r BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 015000-3 ■r MEADOW CREST PLAYGROUND SECTION 015000 PROJECT NO. 11.12.115 TEMPORARY FACILITIES AND CONTROLS MN 2.3 EQUIPMENT 2.3.1 Fire Extinguishers: Portable, UL rated; with class and extinguishing agent as required by locations and classes of fire exposures. 2.3.2 HVAC Equipment: Unless Owner authorizes use of permanent HVAC system, provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. 2.3.2.1 Use of gasoline-burning space heaters, open-flame heaters, or salamander-type heating units me is prohibited. 2.3.2.2 Heating Units: Listed and labeled for type of fuel being consumed, by a testing agency Mr acceptable to authorities having jurisdiction, and marked for intended use. Provide units using exterior combustion only with distribution of heating air or fluid to interior spaces. Interior combustion is prohibited. rr► 2.3.2.3 Filter Change: document unit number and date of filter change at each unit and indicated filter type re-installed. Submit documentation to Architect for the record prior to Substantial Completion. PART 3 -EXECUTION am 3.1 INSTALLATION,GENERAL so 3.1.1 Locate facilities where they will serve Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required by progress of the Work. 3.1.2 Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. Ulf 3.2 TEMPORARY UTILITY INSTALLATION 3.2.1 General: Install all temporary services at Contractor expense included within the Contract Sum. 3.2.1.1 Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary,to make connections for temporary services. 3.2.2 Sewers and Drainage: Provide temporary utilities to remove effluent lawfully. Use of Owner's existing service or facilities is prohibited. is 3.2.2.1 Connect temporary sewers to municipal system as directed by authorities having jurisdiction. 3.2.3 Water Service: Install water service and distribution piping in sizes and pressures adequate for ` construction. Use of Owner's existing service or facilities is prohibited. BLRB ARCHITECTS 04/02/13 rn TACOMA, WASHINGTON PAGE: 015000-4 rw rr MEADOW CREST PLAYGROUND SECTION 015000 PROJECT NO. 11.12.115 TEMPORARY FACILITIES AND CONTROLS 3.2.4 Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of construction personnel. Comply with authorities having jurisdiction for type, number, location, operation, and maintenance of fixtures and facilities. Use of Owner's existing toilet facilities is prohibited. 3.2.5 Heating: Provide temporary heating required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. 3.2.6 Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting installed construction from adverse effects of high humidity. Select equipment that will not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce ambient condition required and minimize energy consumption. 3.2.6.1 Ventilation: provide temporary ventilation using mechanical portable box fans throughout the structure to blow air throughout the structure as work continues. Provide fans as soon as roof structure is dried-in to prevent added moisture to floor slab. Provide enough units to allow drying throughout the structure. 3.2.6.2 Dehumidification: provide dehumidification of moisture latent materials in advance of go installation of finish materials to allow sufficient drying and thermal stability of building elements. Provide testing to insure that the process is removing moisture from material substrates and reaching levels required by Manufacturers' to allow installation of final finishes. 3.2.6.3 Special Concrete Moisture Testing: required by Division 01 "Quality Requirements" for slab moisture testing and other requirements shall require the Contractor's coordination and management of drying procedures. Added re-testing expense of slab moisture testing shall be at the Contractor's expense after the first re-test. 3.2.7 Electric Power Service: Provide electric power service and distribution system of sufficient size, capacity, and power characteristics required for construction operations. Use of Owner's existing service or facilities is prohibited. 3.2.7.1 Install electric power service overhead,unless otherwise indicated. 3.2.7.2 Connect temporary service to Owner's existing power source, as directed by Owner. 3.2.8 Lighting: Provide temporary lighting with local switching that provides adequate illumination for construction operations, observations, inspections,and traffic conditions. 3.2.8.1 Install and operate temporary lighting that fulfills security and protection requirements without operating entire system. 3.2.8.2 Provide superintendent with cellular telephone for use on the Project. 3.2.9 Electronic Communication Service: Provide temporary electronic communication service, including electronic mail, in common-use facilities. BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 015000-5 ark rr MEADOW CREST PLAYGROUND SECTION 015000 PROJECT NO. 11.12.115 TEMPORARY FACILITIES AND CONTROLS sit 3.3 SUPPORT FACILITIES INSTALLATION 3.3.1 General: Comply with the following: 3.3.1.1 Provide incombustible construction for offices, shops, and sheds located within construction area or within 30 feet of building lines. Comply with NFPA 241. 3.3.1.2 Maintain support facilities until near Substantial Completion. Remove before Final Completion. .r 3.3.1.3 Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations. Locate temporary roads and paved areas as indicated on Drawings. 3.3.1.4 Provide dust-control treatment that is nonpolluting and nontracking. Reapply treatment as required to minimize dust. 3.3.2 Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate for construction operations. Locate temporary roads and paved areas in same location as permanent roads and paved areas. Extend temporary roads and paved areas, within construction limits indicated, as necessary for construction operations. 3.3.2.1 Coordinate elevations of temporary roads and paved areas with permanent roads and paved areas. 3.3.2.2 Prepare subgrade and install subbase and base for temporary roads and paved areas according to Division 31 Section"Earth Moving." 3.3.3 Traffic Controls: Comply with requirements of authorities having jurisdiction. "" 3.3.3.1 Protect existing site improvements to remain including curbs,pavement, and utilities. 3.3.3.2 Maintain access for fire-fighting equipment and access to fire hydrants. 3.3.4 Parking: Parking areas for construction personnel as indicated on Drawings. rir 3.3.5 Dewatering Facilities and Drains: Comply with requirements of authorities having jurisdiction. Maintain Project site, excavations, and construction free of water. NM 3.3.5.1 Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining properties nor endanger permanent Work or temporary facilities. 3.3.5.2 Remove snow and ice as required to minimize accumulations. 3.3.6 Project Identification and Temporary Signs: Provide 4' x 8' Project identification and other signs as indicated on Drawings. Install signs where indicated to inform public and individuals seeking entrance to Project. Unauthorized signs are not permitted. 3.3.6.1 Provide temporary, directional signs for construction personnel and visitors. .r BLRB ARCHITECTS 04/02/13 so TACOMA,WASHINGTON PAGE: 015000-6 MEADOW CREST PLAYGROUND SECTION 015000 PROJECT NO. 11.12.115 TEMPORARY FACILITIES AND CONTROLS 3.3.6.2 Maintain and touchup signs so they are legible at all times. 3.3.7 Lifts and Hoists: Provide facilities necessary for hoisting materials and personnel. 3.3.7.1 Truck cranes and similar devices used for hoisting materials are considered "tools and dill equipment" and not temporary facilities. 3.3.8 Temporary Use of Permanent Stairs: Cover finished, permanent stairs with protective covering of air plywood or similar material so finishes will be undamaged at time of acceptance. so 3_4 SECURITY AND PROTECTION FACILITIES INSTALLATION 3.4.1 Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air,waterway,and subsoil contamination or pollution or other undesirable effects. 3.4.1.1 Comply with work zone restrictions specified in Division 01 Section"Summary of Work." err 3.4.2 Temporary Erosion and Sedimentation Control: Comply with requirements specified in Division 31 Section "Site Clearing." 3.4.2.1 Inspect, repair, and maintain erosion- and sedimentation-control measures during construction until permanent vegetation has been established. 3.4.2.2 Refer to Division 31 Erosion and Sedimentation Controls for additional Contract requirements. 3.4.3 Stormwater Control: Comply with authorities having jurisdiction. Provide barriers in and around excavations and subgrade construction to prevent flooding by runoff of stormwater from heavy rains. 3.4.3.1 Refer to Division 31 Erosion and Sedimentation Controls for additional Contract requirements. air 3.4.4 Tree and Plant Protection: Comply with requirements indicated for temporary tree and plant protection." 3.4.5 Site Enclosure Fence and barricade: Before construction operations begin, furnish and install site enclosure fence in a manner that will prevent people and animals from easily entering site except by entrance gates. rr 3.4.5.1 Extent of Fence: As indicated on Drawings or as necessary to secure work area. 3.4.5.2 Extent of Barricade: As indicated on Drawings. 3.4.5.3 Maintain security by limiting number of keys and restricting distribution to authorized personnel. Provide Owner with one set of keys. wr BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 015000-7 wr maw as MEADOW CREST PLAYGROUND SECTION 015000 PROJECT NO. 11.12.115 TEMPORARY FACILITIES AND CONTROLS rw 3.4.6 Security Enclosure and Lockup: Install substantial temporary enclosure around partially completed areas of construction. Provide lockable entrances to prevent unauthorized entrance, vandalism, theft, and similar violations of security. 3.4.7 Barricades, Warning Signs, and Lights: Comply with requirements of authorities having jurisdiction for erecting structurally adequate barricades,including warning signs and lighting. 3.4.8 Temporary Fire Protection: Install and maintain temporary fire-protection facilities of types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 241. 3.4.8.1 Prohibit smoking in construction areas and on school property. Ilik 3.4.8.2 Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition according to requirements of authorities having jurisdiction. 3.4.8.3 Develop and supervise an overall fire-prevention and fire-protection program for personnel at rr Project site. Review needs with local fire department and establish procedures to be followed. Instruct personnel in methods and procedures. Post warnings and information. 3.4.8.4 Provide temporary standpipes and hoses for fire protection. Hang hoses with a warning sign stating that hoses are for fire-protection purposes only and are not to be removed. Match hose size with outlet size and equip with suitable nozzles. mil 3.5 OPERATION,TERMINATION,AND REMOVAL 3.5.1 Supervision: Enforce strict discipline in use of temporary facilities. To minimize waste and abuse,limit availability of temporary facilities to essential and intended uses. ern 3.5.2 Maintenance: Maintain facilities in good operating condition until removal. 3.5.2.1 Maintain operation of temporary enclosures, heating, cooling, humidity control, ventilation, and similar facilities on a 24-hour basis where required to achieve indicated results and to avoid possibility of damage. r 3.5.3 Temporary Facility Changeover: Do not change over from using temporary security and protection facilities to permanent facilities until Substantial Completion. 3.5.4 Termination and Removal: Remove each temporary facility when need for its service has ended, when it has been replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary facility. Repair damaged Work, clean exposed surfaces, and ow replace construction that cannot be satisfactorily repaired. 3.5.4.1 Materials and facilities that constitute temporary facilities are property of Contractor. Owner reserves right to take possession of Project identification signs. 3.5.4.2 Remove temporary paving not intended for or acceptable for integration into permanent paving. Where area is intended for landscape development, remove soil and aggregate fill that do not BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 015000-8 AEI MEADOW CREST PLAYGROUND SECTION 015000 PROJECT NO. 11.12.115 TEMPORARY FACILITIES AND CONTROLS err comply with requirements for fill or subsoil. Remove materials contaminated with road oil, asphalt and All other petrochemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, and sidewalks at temporary entrances, as required by authorities having jurisdiction. r 3.5.4.3 At Substantial Completion, clean and renovate permanent facilities used during construction period. Comply with final cleaning requirements specified in Division 01 Section "Closeout r�. Procedures." END OF SECTION ■r ION rir dill arr rr 'fill BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 015000-9 MEADOW CREST PLAYGROUND SECTION 016000 PROJECT NO. 11.12.116 PRODUCT REQUIREMENTS MIS PART 1 - GENERAL 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General, Supplementary and/or Special Conditions and other Division 01 Specification Sections, apply to this Section. r�r L2 SUMMARY 1.2.1 Section includes administrative and procedural requirements for selection of products for use in Project; product delivery, storage, and handling; manufacturers' standard warranties on products; special warranties; and comparable products. 1.2.2 Related Requirements: 1.2.2.1 Division 01 Section"Product Substitution Procedures" for requests for substitutions. 1.3 DEFINITIONS 1.3.1 Products: Items obtained for incorporating into the Work, whether purchased for Project or taken from previously purchased stock. The term "product" includes the terms "material," "equipment," "system," and terms of similar intent. "" 1.3.1.1 Named Products: Items identified by manufacturer's product name, including make or model number or other designation shown or listed in manufacturer's published product literature, that is current as of date of the Contract Documents. • 1.3.1.2 New Products: Items that have not previously been incorporated into another project or facility. Products salvaged or recycled from other projects are not considered new products. sir 1.3.1.3 Comparable Product: Product that is demonstrated and approved through submittal process to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance,and other characteristics that equal or exceed those of specified product. ail 1.3.2 Basis-of-Design Product Specification: A specification in which a specific manufacturer's product is named and accompanied by the words "basis-of-design product," including make or model number or other designation, to establish the significant qualities related to type, function, dimension, in- service performance, physical properties, appearance, and other characteristics for purposes of evaluating comparable products of additional manufacturers named in the specification. rr 1_4 ACTION SUBMITTALS rr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 016000- 1 rr set MEADOW CREST PLAYGROUND SECTION 016000 PROJECT NO. 11.12.116 PRODUCT REQUIREMENTS 1.4.1.1.1 Comparable Product Requests: Submit request for product substitution in accordance with other division 01 requirements. 1.5 QUALITY ASSURANCE INN 1.5.1 Compatibility of Options: If Contractor is given option of selecting between two or more products for use on Project, select product compatible with products previously selected, even if previously selected products were also options. 1.6 PRODUCT DELIVERY,STORAGE,AND HANDLING NW 1.6.1 Deliver, store, and handle products using means and methods that will prevent damage, deterioration,and loss,including theft and vandalism. Comply with manufacturer's written instructions. 1.6.2 Delivery and Handling: 1.6.2.1 Schedule delivery to minimize long-term storage at Project site and to prevent overcrowding ire of construction spaces. 1.6.2.2 Coordinate delivery with installation time to ensure minimum holding time for items that are flammable,hazardous,easily damaged,or sensitive to deterioration,theft,and other losses. 1.6.2.3 Deliver products to Project site in an undamaged condition in manufacturer's original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking,protecting,and installing. 1.6.2.4 Inspect products on delivery to determine compliance with the Contract Documents and to determine that products are undamaged and properly protected. 1.6.3 Storage: 1.6.3.1 Store products to allow for inspection and measurement of quantity or counting of units. 1.6.3.2 Store materials in a manner that will not endanger Project structure. 1.6.3.3 Store products that are subject to damage by the elements, under cover in a weathertight enclosure above ground,with ventilation adequate to prevent condensation. 1.6.3.4 Protect foam plastic from exposure to sunlight, except to extent necessary for period of installation and concealment. rr 1.6.3.5 Comply with product manufacturer's written instructions for temperature, humidity, ventilation,and weather-protection requirements for storage. N 1.6.3.6 Protect stored products from damage and liquids from freezing. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 016000-2 MEADOW CREST PLAYGROUND SECTION 016000 PROJECT NO. 11.12.116 PRODUCT REQUIREMENTS 1.7 PRODUCT WARRANTIES as 1.7.1 Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturer's disclaimers and limitations on product r warranties do not relieve Contractor of obligations under requirements of the Contract Documents. 1.7.1.1 Manufacturer's Warranty: Written warranty furnished by individual manufacturer for a particular product and specifically endorsed by manufacturer to Owner. ,rr 1.7.1.2 Special Warranty: Written warranty required by the Contract Documents to provide specific rights for Owner. e 1.7.2 Special Warranties: Prepare a written document that contains appropriate terms and identification,ready for execution. 1.7.2.1 Manufacturer's Standard Form: Modified to include Project-specific information and properly executed. - 1.7.2.2 Specified Form: When specified forms are included with the Specifications, prepare a written document using indicated form properly executed. ar 1.7.2.3 Refer to Divisions 02 through 33. Sections for specific content requirements and particular requirements for submitting special warranties. 1.7.3 Submittal Time: Comply with requirements in Division 01 Section"Closeout Procedures." PART 2 - PRODUCTS 2.1 PRODUCT SELECTION PROCEDURES 2.1.1 General Product Requirements: Provide products that comply with the Contract Documents, are undamaged and, unless otherwise indicated, are new at time of installation. 2.1.1.1 Provide products complete with accessories, trim, finish, fasteners, and other items needed for a complete installation and indicated use and effect. 2.1.1.2 Standard Products: If available, and unless custom products or nonstandard options are specified, provide standard products of types that have been produced and used successfully in similar situations on other projects. 2.1.1.3 Owner reserves the right to limit selection to products with warranties not in conflict with requirements of the Contract Documents. WIN 2.1.1.4 Where products are accompanied by the term "as selected," Architect will make selection. 2.1.1.5 Descriptive, performance, and reference standard requirements in the Specifications establish dde salient characteristics of products. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 016000-3 rim MEADOW CREST PLAYGROUND SECTION 016000 PROJECT NO. 11.12.116 PRODUCT REQUIREMENTS 2.1.2 Product Selection Procedures: 2.1.2.1 Product: Where Specifications name a single manufacturer and product, provide the named product that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. 2.1.2.2 Manufacturer/Source: Where Specifications name a single manufacturer or source, provide a product by the named manufacturer or source that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered. es 2.1.2.3 Products: .r 2.1.2.3.1 Restricted List: Where Specifications include a list of names of both manufacturers and products,provide one of the products listed that complies with requirements. Comparable products or substitutions for Contractor's convenience will not be considered unless otherwise indicated. 2.1.2.3.2 Nonrestricted List: Where Specifications include a list of names of both available manufacturers and products, provide one of the products listed, or an unnamed product,that complies with requirements. Comply with requirements in"Comparable Products" Article for consideration of an unnamed product. 2.1.2.4 Manufacturers: 2.1.2.4.1 Restricted List: Where Specifications include a list of manufacturers' names, provide a product by one of the manufacturers listed that complies with requirements. Comparable products or PO substitutions for Contractor's convenience will not be considered. 2.1.2.4.2 Nonrestricted List: Where Specifications include a list of available manufacturers, provide a product by one of the manufacturers listed, or a product by an unnamed manufacturer, that "• complies with requirements. Comply with requirements in "Comparable Products" Article for consideration of an unnamed manufacturer's product. rrr 2.1.2.5 Basis-of-Design Product: Where Specifications name a product, and include a list of manufacturers, provide the specified or indicated product or a comparable product by one of the other named manufacturers. Drawings and Specifications indicate sizes, profiles, dimensions, and other characteristics that are based on the product named. Comply with requirements in "Comparable Products" Article for consideration of an unnamed product by one of the other named manufacturers. 2.1.3 Visual Matching Specification: Where Specifications require "match Architect's sample", provide a product that complies with requirements and matches Architect's sample. Architect's decision will be final on whether a proposed product matches. eis 2.1.3.1 If no product available within specified category matches and complies with other specified requirements, comply with requirements in Division 01 Section "Substitution Procedures" for proposal of product. um 2.1.4 Visual Selection Specification: Where Specifications include the phrase "as selected by Architect from manufacturer's full range" or similar phrase, select a product that complies with requirements. mei BLRB ARCHITECTS 04/02/13 rr TACOMA,WASHINGTON PAGE: 016000-4 rrr MEADOW CREST PLAYGROUND SECTION 016000 PROJECT NO. 11.12.116 PRODUCT REQUIREMENTS �wr Architect will select color, gloss, pattern, density, or texture from manufacturer's product line that includes both standard and premium items. 2_2 COMPARABLE PRODUCTS 2.2.1 Conditions for Consideration: Architect will consider Contractor's request for comparable product when the following conditions are satisfied. If the following conditions are not satisfied, Architect may return requests without action, except to record noncompliance with these requirements: 2.2.1.1 Comparable Products Evaluation: It is the submitter of the comparable product(s) rw responsibility to provide sufficient product data,testing, shop drawings, samples, and other information to justify the comparability of the product with the "Basis of Design". The Architect will review, and respond with his opinion as to the comparability of the submitted product in conformance with time requirements stipulated in Section 013300 "Submittal Procedures". sta 2.2.1.2 Evidence that the proposed product does not require revisions to the Contract Documents, that it is consistent with the Contract Documents and will produce the indicated results, and that it is compatible with other portions of the Work. 2.2.1.3 Detailed comparison of significant qualities of proposed product with those named in the r Specifications. Significant qualities include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated. 2.2.1.4 Evidence that proposed product provides specified warranty. 2.2.1.5 List of similar installations for completed projects with project names and addresses and names and addresses of architects and owners, if requested. 2.2.1.6 Samples, if requested. PART 3 - EXECUTION (NOT USED) END OF SECTION 016000 rrr awr "' BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 016000-5 rr MEDOW CREST PLAYGROUND SECTION 017300 PROJECT NO. 11.12.116 EXECUTION mat PART 1 - GENERAL L1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General, Supplementary and/or Special Conditions and other Division 01 Specification Sections, apply to this Section. • 1.2 SUMMARY 1.2.1 This Section includes general procedural requirements governing execution of the Work including,but not limited to,the following: AN 1.2.1.1 Construction layout. 1.2.1.2 Field engineering and surveying. 1.2.1.3 General installation of products. 1.2.1.4 Coordination of Owner-installed products. 1.2.1.5 Progress cleaning. 1.2.1.6 Starting and adjusting. 1.2.1.7 Protection of installed construction. 1.2.1.8 Correction of the Work. es 1.2.2 Related Sections include the following: 1.2.2.1 Division 01 Section "Project Coordination" for procedures for coordinating field engineering with other construction activities. 1.2.2.2 Division 01 Section"Submittal Procedures" for submitting surveys. +rr 1.2.2.3 Division 01 Section "General Commissioning Requirements" for requirements for staffing and performance of commissioning activities. 1.2.2.4 Division 01 Section "Contract Closeout" for submitting final property survey with Project Record Documents, recording of Owner-accepted deviations from indicated lines and levels, and final cleaning. 1.3 SUBMITTALS err 1.3.1 Qualification Data: For land surveyor. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017300- 1 eilrr err.° rir MEDOW CREST PLAYGROUND SECTION 017300 PROJECT NO. 11.12.116 EXECUTION or 1.3.2 Certificates: Submit certificate signed by land surveyor certifying that location and elevation of improvements comply with requirements. .rO 1.3.3 Landfill Receipts: Submit copy of receipts issued by a landfill facility, licensed to accept hazardous materials, for hazardous waste disposal. ,,o 1.3.4 Certified Surveys: Submit two copies signed by land surveyor. 1.3.5 Final Property Survey: Submit 4 copies showing the Work performed and record survey data. I A QUALITY ASSURANCE .ri 1.4.1 Land Surveyor Qualifications: A professional land surveyor who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing land-surveying services of the kind indicated. PART 2 -PRODUCTS (NOT USED) rr PART 3 -EXECUTION ma 3.1 EXAMINATION 3.1.1 Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. re 3.1.1.1 Before construction,verify the location and points of connection of utility services. 3.1.2 Existing Utilities: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning sitework, investigate and verify the existence and location of underground utilities and other construction affecting the Work. 3.1.2.1 Before construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping; and underground electrical services. NW 3.1.2.2 Furnish location data for work related to Project that must be performed by public utilities serving Project site. ow 3.1.3 Acceptance of Conditions: Examine substrates, areas, and conditions,with Installer or Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. 3.1.3.1 Written Report: Where a written report listing conditions detrimental to performance of the Work is required by other Sections, include the following: 3.1.3.1.1 Description of the Work. BLRB ARCHITECTS 04/02/13 r TACOMA,WASHINGTON PAGE: 017300-2 MEDOW CREST PLAYGROUND SECTION 017300 PROJECT NO. 11.12.116 EXECUTION r. 3.1.3.1.2 List of detrimental conditions, including substrates. 3.1.3.1.3 List of unacceptable installation tolerances. 3.1.3.1.4 Recommended corrections. 3.1.3.2 Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. rrr 3.1.3.3 Examine roughing-in for mechanical and electrical systems to verify actual locations of connections before equipment and fixture installation. 3.1.3.4 Examine walls, floors, and roofs for suitable conditions where products and systems are to be installed. war 3.1.3.5 Proceed with installation only after unsatisfactory conditions have been corrected. Proceeding with the Work indicates acceptance of surfaces and conditions. 3.2 PREPARATION 3.2.1 Existing Utility Information: Furnish information to local utility and Owner that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Coordinate with authorities having jurisdiction. 3.2.2 Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 3.2.3 Space Requirements: Verify space requirements and dimensions of items shown .r diagrammatically on Drawings. 3.2.4 Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to Architect. Include a detailed Mil description of problem encountered, together with recommendations for changing the Contract Documents. 3_3 CONSTRUCTION LAYOUT ar 3.3.1 Verification: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered, notify Architect promptly. rw 3.3.2 General: Engage a land surveyor to lay out the Work using accepted surveying practices. 3.3.2.1 Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. w BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017300-3 MEDOW CREST PLAYGROUND SECTION 017300 PROJECT NO. 11.12.116 EXECUTION .r� 3.3.2.2 Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions. 3.3.2.3 Inform installers of lines and levels to which they must comply. rrrt 3.3.2.4 Check the location,level and plumb,of every major element as the Work progresses. 3.3.2.5 Notify Architect when deviations from required lines and levels exceed allowable tolerances. 3.3.2.6 Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction. ow 3.3.3 Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement,utility slopes, and invert elevations. go 3.3.4 Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. 3.3.5 Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of „W each survey party member, and types of instruments and tapes used. Make the log available for reference by Architect. rr 3.4 FIELD ENGINEERING 3.4.1 Identification: Drawings include survey which identifies existing benchmarks, control points, NO and property corners. 3.4.2 Reference Points: Locate existing permanent benchmarks, control points, and similar reference im points before beginning the Work. Preserve and protect permanent benchmarks and control points during construction operations. 3.4.2.1 Do not change or relocate existing benchmarks or control points without prior written approval of Architect. Report lost or destroyed permanent benchmarks or control points promptly. Report the need to relocate permanent benchmarks or control points to Architect before proceeding. 3.4.2.2 Replace lost or destroyed permanent benchmarks and control points promptly. Base replacements on the original survey control points. 3.4.3 Benchmarks: Establish and maintain a minimum of two permanent benchmarks on Project site, referenced to data established by survey control points. Comply with authorities having jurisdiction for type and size of benchmark. .r 3.4.3.1 Record benchmark locations, with horizontal and vertical data, on Project Record Documents. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017300-4 MEDOW CREST PLAYGROUND SECTION 017300 PROJECT NO. 11.12.116 EXECUTION 3.4.3.2 Where the actual location or elevation of layout points cannot be marked, provide temporary ar reference points sufficient to locate the Work. 3.4.3.3 Remove temporary reference points when no longer needed. Restore marked construction to its original condition. 3.4.4 Certified Survey: On completion of foundation walls, major site improvements, and other work requiring field-engineering services,prepare a certified survey showing dimensions, locations, angles, and elevations of construction and sitework. 3.4.5 Final Property Survey: Prepare a final property survey showing significant features (real AM property) for Project. Include on the survey a certification, signed by land surveyor, that principal metes, bounds,lines, and levels of Project are accurately positioned as shown on the survey. 3.4.5.1 Show boundary lines, monuments, streets, site improvements and utilities, existing improvements and significant vegetation, adjoining properties, acreage, grade contours, and the distance and bearing from a site corner to a legal point. "' 3.4.5.2 Recording: Submit preliminary copy for Architect's review. Revise as needed to obtain Architect's approval. At Substantial Completion, have the final property survey recorded by or with authorities having jurisdiction as the official "property survey." I dill 3_5 INSTALLATION 3.5.1 General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. 3.5.1.1 Make vertical work plumb and make horizontal work level. 3.5.1.2 Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3.5.1.3 Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated. 3.5.1.4 Maintain minimum headroom clearance of 8 feet in spaces without a suspended ceiling. 3.5.2 Comply with manufacturer's written instructions and recommendations for installing products in applications indicated. 3.5.3 Install products at the time and under conditions that will ensure the best possible results. err Maintain conditions required for product performance until Substantial Completion. 3.5.4 Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. 3.5.5 Tools and Equipment: Do not use tools or equipment that produce harmful noise levels. "r BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017300-5 Oil MEDOW CREST PLAYGROUND SECTION 017300 PROJECT NO. 11.12.116 EXECUTION 3.5.6 Templates: Obtain and distribute to the parties involved templates for work specified to be factory prepared and field installed. Check Shop Drawings of other work to confirm that adequate provisions are made for locating and installing products to comply with indicated requirements. 3.5.7 Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work. 3.5.7.1 Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Architect. 11111 3.5.7.2 Allow for building movement, including thermal expansion and contraction. 3.5.7.3 Coordinate installation of anchorages. Furnish setting drawings,templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time forOil installation. 3.5.8 Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. 3.5.9 Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous. 3.6 OWNER-INSTALLED PRODUCTS 3.6.1 Site Access: Provide access to Project site for Owner's construction forces. 3.6.2 Coordination: Coordinate construction and operations of the Work with work performed by Owner's construction forces. 3.6.2.1 Construction Schedule: Inform Architect and Owner of Contractor's preferred construction schedule for Owner's portion of the Work. Adjust construction schedule based on a mutually agreeable timetable. Notify Owner if changes to schedule are required due to differences in actual construction progress. 3.6.2.2 Preinstallation Conferences: Include Owner's construction forces at preinstallation conferences covering portions of the Work that are to receive Owner's work. Attend preinstallation conferences conducted by Owner's construction forces if portions of the Work depend on Owner's "'" construction. 3.7 PROGRESS CLEANING 3.7.1 General: Clean Project site and work areas daily, including common areas. Coordinate progress - cleaning for joint-use areas where more than one installer has worked. Enforce requirements strictly. Dispose of materials lawfully. 3.7.1.1 Comply with requirements in NFPA 241 for removal of combustible waste materials and debris. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017300-6 dro MEDOW CREST PLAYGROUND SECTION 017300 PROJECT NO. 11.12.116 EXECUTION 3.7.1.2 Do not hold materials more than 7 days during normal weather or 3 days if the temperature is dim expected to rise above 80 deg F. 3.7.1.3 Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations. 3.7.2 Site: Maintain Project site free of waste materials and debris. 3.7.3 Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. ' . 3.7.3.1 Remove liquid spills promptly. 3.7.3.2 Where dust would impair proper execution of the Work, broom-clean or vacuum the entire work area, as appropriate. 3.7.4 Installed Work: Keep installed work clean. Clean installed surfaces according to written instructions of manufacturer or fabricator of product installed, using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. ess 3.7.5 Concealed Spaces: Remove debris from concealed spaces before enclosing the space. 3.7.5.1 Before installation of gypsum board,thoroughly vacuum wall cavities and stud tracks. rr 3.7.6 Exposed Surfaces in Finished Areas: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. 3.7.7 Waste Disposal: Burying or burning waste materials on-site will not be permitted. Washing waste materials down sewers or into waterways will not be permitted. 3.7.8 During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. 3.7.9 Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. 3.7.10 Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period. 3_8 STARTING AND ADJUSTING NO 3.8.1 Start equipment and operating components to confirm proper operation. Remove malfunctioning units,replace with new units, and retest. rr NW BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017300-7 rr MEDOW CREST PLAYGROUND SECTION 017300 PROJECT NO. 11.12.116 EXECUTION 3.8.2 Adjust operating components for proper operation without binding. Adjust equipment for proper operation. 3.8.3 Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. ■r 3.8.4 Manufacturer's Field Service: If a factory-authorized service representative is required to inspect field-assembled components and equipment installation, comply with qualification requirements in Division 01 Section "Quality Requirements." ern 3.9 PROTECTION OF INSTALLED CONSTRUCTION irr 3.9.1 Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion. 3.9.2 Comply with manufacturer's written instructions for temperature and relative humidity. MO 3.10 CORRECTION OF THE WORK 3.10.1 Repair or remove and replace defective construction. Restore damaged substrates and finishes. mitt Comply with requirements in Division 01 Section"Cutting and Patching." 3.10.1.1 Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with ow matching materials,and properly adjusting operating equipment. 3.10.2 Restore permanent facilities used during construction to their specified condition. rr� 3.10.3 Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair. 3.10.4 Repair components that do not operate properly. Remove and replace operating components that cannot be repaired. 3.10.5 Remove and replace chipped, scratched,and broken glass or reflective surfaces. END OF SECTION No urn rr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017300-8 Mil MEADOW CREST PLAYGROUND SECTION 017329 PROJECT NO. 11.12.116 CUTTING AND PATCHING ar` PART 1 - GENERAL Lii RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General, Supplementary and/or °" Special Conditions and other Division 01 Specification Sections, apply to this Section. err 1_2 SUMMARY 1.2.1 This Section includes procedural requirements for cutting and patching. vis 1.2.2 Related Sections include the following: 1.2.2.1 Division 02 Section "Selective Structure Demolition" for demolition of selected portions of air the building. 1.2.2.2 Divisions 2 through 33 Sections for specific requirements and limitations applicable to ,u„ cutting and patching individual parts of the Work. rrr 1.3 DEFINITIONS 1.3.1 Cutting: Removal of in-place construction necessary to permit installation or performance of other Work. err 1.3.2 Patching: Fitting and repair work required to restore surfaces to original conditions after installation of other Work. 1_4 SUBMITTALS 1.4.1 Cutting and Patching Proposal: Submit a proposal describing procedures at least 15 days before the time cutting and patching will be performed, requesting approval to proceed. Include the following information: de 1.4.1.1 Extent: Describe cutting and patching, show how they will be performed, and indicate why they cannot be avoided. 1.4.1.2 Changes to In-Place Construction: Describe anticipated results. Include changes to structural elements and operating components as well as changes in building's appearance and other significant visual elements. rr 1.4.1.3 Products: List products to be used and firms or entities that will perform the Work. 1.4.1.4 Dates: Indicate when cutting and patching will be performed. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017329— 1 rr Mil MEADOW CREST PLAYGROUND SECTION 017329 PROJECT NO. 11.12.116 CUTTING AND PATCHING 1.4.1.5 Utility Services and Mechanical/Electrical Systems: List services/systems that cutting and patching procedures will disturb or affect. List services/systems that will be relocated and those that will be temporarily out of service. Indicate how long services/systems will be disrupted. 1.4.1.6 Structural Elements: Where cutting and patching involve adding reinforcement to structural elements, submit details and engineering calculations showing integration of reinforcement with original structure. 1.4.1.7 Approval: Obtain approval of cutting and patching proposal before cutting and patching. 11111 Approval does not waive right to later require removal and replacement of unsatisfactory work. ow 1.5 QUALITY ASSURANCE 1.5.1 Structural Elements: Do not cut and patch structural elements in a manner that could change their load-carrying capacity or load-deflection ratio. 1.5.2 Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended or that results in increased maintenance or decreased operational life or safety. Operating elements include, but are not limited to, the following: 1.5.2.1 Primary operational systems and equipment. 1.5.2.2 Air or smoke barriers. „yr 1.5.2.3 Fire-suppression systems. 1.5.2.4 Mechanical systems piping and ducts. 1.5.2.5 Control systems. ■r 1.5.2.6 Communication systems. 1.5.2.7 Conveying systems. 1.5.2.8 Electrical wiring systems. 1.5.2.9 Operating systems of special construction in Division 13 Sections. 1.5.3 Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a manner that could change their load-carrying capacity,that results in reducing their capacity to perform as intended, or that results in increased maintenance or decreased operational life or safety. Miscellaneous elements include,but are not limited to,the following: .�r 1.5.3.1 Water,moisture,or vapor barriers. 1.5.3.2 Membranes and flashings. rrr 1.5.3.3 Exterior curtain-wall construction. BLRB ARCHITECTS 04/02/13 IN TACOMA,WASHINGTON PAGE: 017329-2 wr MEADOW CREST PLAYGROUND SECTION 017329 PROJECT NO. 11.12.116 CUTTING AND PATCHING air 1.5.3.4 Equipment supports. .r 1.5.3.5 Piping, ductwork,vessels, and equipment. 1.5.3.6 Noise-and vibration-control elements and systems. 1.5.4 Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. AMP 1.5.5 Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in cutting and patching, including mechanical and electrical trades. Review areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. rr 1.6 WARRANTY ■r 1.6.1 Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. mo PART 2 -PRODUCTS 2.1 MATERIALS 2.1.1 General: Comply with requirements specified in other Sections. 2.1.2 In-Place Materials: Use materials identical to in-place materials. For exposed surfaces, use rr materials that visually match in-place adjacent surfaces to the fullest extent possible. 2.1.2.1 If identical materials are unavailable or cannot be used, use materials that, when installed, will match the visual and functional performance of in-place materials. PART 3 -EXECUTION 3_1 EXAMINATION wr 3.1.1 Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. rr 3.1.1.1 Compatibility: Before patching, verify compatibility with and suitability of substrates, including compatibility with in-place finishes or primers. 3.1.1.2 Proceed with installation only after unsafe or unsatisfactory conditions have been corrected. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017329-3 Mk MEADOW CREST PLAYGROUND SECTION 017329 PROJECT NO. 11.12.116 CUTTING AND PATCHING ell 3.2 PREPARATION 3.2.1 Temporary Support: Provide temporary support of Work to be cut. 3.2.2 Protection: Protect in-place construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations. 3.2.3 Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage am to adjoining areas. 3.2.4 Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems iis are required to be removed, relocated, or abandoned, bypass such services/systems before cutting to prevent interruption to occupied areas. r 3.3 PERFORMANCE 3.3.1 General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time,and complete without delay. 3.3.1.1 Cut in-place construction to provide for installation of other components or performance of other construction,and subsequently patch as required to restore surfaces to their original condition. 3.3.2 Cutting: Cut in-place construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage elements retained or adjoining - construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 3.3.2.1 In general, use hand or small power tools designed for sawing and grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. rw 3.3.2.2 Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3.3.2.3 Concrete and Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond- core drill. 3.3.2.4 Excavating and Backfilling: Comply with requirements in applicable Division 31 Sections where required by cutting and patching operations. 3.3.2.5 Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after cutting. Ns 3.3.2.6 Proceed with patching after construction operations requiring cutting are complete. 3.3.3 Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements specified in other Sections. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017329-4 rrr MEADOW CREST PLAYGROUND SECTION 017329 PROJECT NO. 11.12.116 CUTTING AND PATCHING 3.3.3.1 Inspection: Where feasible, test and inspect patched areas after completion to demonstrate a integrity of installation. 3.3.3.2 Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3.3.3.2.1 Clean piping, conduit, and similar features before applying paint or other finishing as materials. 3.3.3.2.2 Restore damaged pipe covering to its original condition. err 3.3.3.3 Floors and Walls: Where walls or partitions that are removed extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish, color, texture, and appearance. Remove in-place floor and wall coverings and replace with new .06 materials, if necessary,to achieve uniform color and appearance. 3.3.3.3.1 Where patching occurs in a painted surface, apply primer and intermediate paint coats MI' over the patch and apply final paint coat over entire unbroken surface containing the patch. Provide additional coats until patch blends with adjacent surfaces. rr 3.3.3.3.2 Where patching occurs at concrete, wash clean and use bonding agent before installing new concrete patch. Repair or replace below slab vapor barrier. 3.3.3.4 Ceilings: Patch, repair, or rehang in-place ceilings as necessary to provide an even-plane surface of uniform appearance. 3.3.3.5 Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. 3.3.4 Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove paint,mortar, oils,putty, and similar materials. END OF SECTION err BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017329-5 rr MEADOW CREST PLAYGROUND SECTION 017700 PROJECT NO. 11.12.116 CONTRACT CLOSEOUT PART 1 -GENERAL 1.01 DESCRIPTION A. Description of General Requirements Closeout is hereby defined as that phase of the Work occurring between the Date of Substantial Completion, as established by a fully executed Certificate of Substantial err Completion, and the date of Final Completion, established upon the Contractor's completion of all the items of Work enumerated in Paragraph 9.10.1.4 of the General Conditions. rw 1.02 SUBSTANTIAL COMPLETION A. When the Contractor considers his work to be substantially complete, he shall complete the Substantial Completion Checklist, copy bound herein, and submit to Architect for review and recommendation. B. Within a reasonable time after receipt of such notice Architect will inspect project to determine completion status. C. Should Architect determine that the Work is not substantially complete: 1. Architect will promptly return the Substantial Completion Checklist to ,, Contractor,noting the reasons therefore. 2. Contractor shall remedy the deficiencies in the Work, and send a second Substantial Completion Checklist,with all required attachments,to Architect. 3. Architect will observe the Work again. as D. Should Architect determine that Work is substantially complete,he will: 1. Prepare a Certificate of Substantial Completion on AIA Form G704, rrr accompanied by list of items to be completed or corrected; and 2. Submit Certificate to Owner and Contractor for their written acceptance of responsibilities assigned to them by Certificate. 1.03 FINAL COMPLETION A. When Contractor considers his Work 100% complete he shall complete the attached Final Completion Checklist, copy bound herein, and submit to Architect for review and recommendation,together with all required Closeout documentation. dig B. Deficiency List: Final payment of funds reserved for Project closeout and punchlist or other withheld funds and release of retainage will not be granted until all punch list rr items are complete. Each punch list item, when completed by the Contractor, must be initialed by the project superintendent prior to resubmission to the Architect. .rr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017700- 1 Olt MEADOW CREST PLAYGROUND SECTION 017700 PROJECT NO. 11.12.116 CONTRACT CLOSEOUT .r, C. With reasonable promptness after receipt of certification, Architect will observe to verify completion status. Should Architect consider work is incomplete or defective: rir 1. Architect will promptly notify Contractor in writing, listing incomplete or defective work. NI 2. Contractor then takes immediate steps to remedy stated deficiencies, and send second written certification to him that the Work is complete. rr� 3. Architect will observe the Work again. If he considers the work to still be incomplete or defective,Architect shall be compensated for additional services. 1.04 RE-OBSERVANCE FEE A. Should it be necessary for Architect to perform any re-observances due to failure of oft work to comply with completion status claimed by Contractor or required by Contract in the second written certification that work is 100% complete, Owner will compensate Architect and shall deduct Architect's compensation from Contractor's final payment. 1.05 TRAINING AND DEMONSTRATIONS A. Schedule 30 days prior to Substantial Completion, provide to Architect complete Schedule of Training and Demonstration of all operable equipment and as noted in specific specification sections. B. Adjustments Readjust submitted schedule, if necessary,to coordinate with District staff availability. C. Implementation Provide all initial training and demonstrations prior to Substantial Completion. Retain and submit log of meeting times and all attendees. Presenting participants shall include r„ the Contractor, appropriate subcontractor, equipment manufacturer's representatives, and appropriate sub-subcontractors. The Contractor's representatives shall have a thorough knowledge of the particular installation and manufacturer's representative shall have a thorough understanding of the particular equipment. 1.06 ASBESTOS FREE CERTIFICATION rim The Contractor shall certify that all new materials and products for this Contract are free of asbestos. Each supplier and sub-contractor shall warrant to the Contractor that materials and products provided by them as part of the work are free of asbestos. If specified materials or products are known to contain asbestos, the Architect shall be informed, and appropriate action shall be taken to provide asbestos free materials or products. Where any doubt exists, it shall be the responsibility of the supplier or sub-contractor providing the materials and products to verify test results showing that materials and products are free of asbestos. BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017700-2 so MEADOW CREST PLAYGROUND SECTION 017700 PROJECT NO. 11.12.116 CONTRACT CLOSEOUT Submit notarized statement on Contractor's letterhead addressed to the Owner certifying that "to the best of our knowledge" all materials and products provided for this Contract are free of asbestos. Asbestos free certification required prior to Substantial Completion and occupancy of the facilities. 1.07 FINAL ADJUSTMENT OF ACCOUNTS A. Submit a final statement of accounting to Architect. dr B. Reflect all adjustments to Contract Sum for review, and revision if necessary, by Architect and Owner. Indicate the following: 1. The original Contract Sum. 2. Additions and deductions resulting from: a. Previous Change Orders. b. Alternatives. '"° c. Unit Prices. d. Unused Allowances e. Deductions for uncorrected Work. �r f. Deductions for Liquidated Damages. g. Other adjustments. h. Deductions for reinspection costs. w C. Architect will prepare final Change Order reflecting approved adjustments to Contract Sum not previously made by Change Orders, and will issue final Certificate for Payment. err D. Owner will sign appropriate final Change Order to be used for final payment. 1.08 FINAL ACCEPTANCE Final Acceptance shall be achieved when the Renton School District Board of Directors, at a No regularly scheduled meeting, adopts a Resolution declaring the Project 100% complete, and approves the Final Application and Certificate for Payment and Release of Retainage. 1.09 FINAL PAYMENT AND RELEASE OF RETAINAGE Final payment and release of retainage shall be in accordance with the conditions of the Contract upon final acceptance by the Owner and receipt of properly prepared invoice No vouchers from the Contractor. Final payment cannot be released until after forty-five (45) days have elapsed following the ° 1 completion of the Contract and final acceptance of the Work by resolution of the School District's Board of Directors. PART 2—PRODUCTS- NOT USED PART 3—EXECUTION—NOT USED au BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017700-3 rrr Amormilimmommor nr MEADOW CREST PLAYGROUND SECTION 017700 PROJECT NO. 11.12.116 CONTRACT CLOSEOUT END OF SECTION wr la eft WO rw .r� Mil .rr MIN BLRB ARCHITECTS 04/02/13 r RENTON SCHOOL DISTRICT PAGE: 017700-4 rr�i MEADOW CREST PLAYGROUND SECTION 017700 PROJECT NO. 11.12.116 CONTRACT CLOSEOUT wor SUBSTANTIAL COMPLETION CHECKLIST till PROJECT NAME: DATE: FROM (Contractor): rrr TO (Architect): This checklist, when fully completed and delivered to Architect, shall serve as written notification that the Project, or designated portion thereof, is substantially complete. We hereby request that the Architect review r the Work and documentation attached hereto, and issue a Certificate of Substantial Completion pursuant to General Conditions of the Contract, Paragraph 9.10.1.4. In doing so, we confirm that Final Completion will be attained within 45 days of the date of this notice. Contractor's Architect's w Certification Verification ❑ 1. Provide list of items to be completed or corrected (punch list), and schedule for completion (attach copy). err ❑ 2. There are no outstanding Notices of Non-compliance. ❑ 3. Advise Owner of pending insurance changeover requirements. w ❑ 4 Deliver tools,spare parts, extra stocks of materials,and similar physical items to Owner(attach checklist for materials delivered to Owner including receipts for all materials, signed by Owner). rr ❑ 5. Make final changeover of locks and transmit keys to Owner. Advise Owner's personnel of changeover in security provisions. 0 6. Complete start-up testing of all Critical Mechanical Systems(attach acknowledgment of receipt of initial Commissioning Issues List from Owner's Commissioning Agent) 0 7. Submit verification of Instruction of Owner's Personnel on Critical Mechanical Systems per Specification Section 011000 Summary of Work, 200000 General Mechanical Requirements, and commissioned systems(attach copy of form provided). ❑ 8. Submit acknowledgment of receipt of Preliminary (Proportional)Air/Water Balance Report(attach copy). air ❑ 9. Submit verification of Instruction of Owner's Personnel on Critical Electrical Systems per Specification Section 011000 Summary of Work, 200000 General Electrical .rr Requirements, and commissioned systems(attach copy of form provided). ❑ 10. Submit all required preliminary test results for Critical Electrical Systems. ❑ 11. Discontinue (or change over)and remove from project site temporary facilities and services, along with construction tools and facilities, mock-ups, and similar elements. err ❑ 12. Complete final cleaning requirements, including touch-up of marred surfaces, replacement of cracked or marred fixtures, replacement of cracked or scratched glass; etc. arr ❑ 13. Submit Certificate of Occupancy. ❑ 14. Submit Asbestos Free Certification. +++ BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017700-5 rir MEADOW CREST PLAYGROUND SECTION 017700 PROJECT NO. 11.12.116 CONTRACT CLOSEOUT rr FINAL COMPLETION CHECKLIST PROJECT NAME: DATE: FROM (Contractor): TO (Architect): This checklist, when fully completed and delivered to Architect, shall serve as written notification that the Project, or designated portion thereof, has attained Final Completion, and is 100% complete. We hereby request that the Architect review the Work and documentation attached hereto, and that Architect recommend that Owner proceed with Final Acceptance of the Project. In submitting this request we certify that the Contract Documents have been reviewed;the Work has been inspected for compliance and completed in accordance with the Contract Documents; equipment and systems have been tested in the presence of the Owner's representative and are operational and functioning as intended; and,Work is completed and ready for final observance. Contractor's Architect's Certification Verification r�r ❑ 1. All punchlists completed with each item initialed by Contractor's superintendent(attach copies). ❑ 2. Submit final Certificate of Occupancy if Temporary „O Certificate was issued at time of Substantial Completion (attach copy). ❑ 3 Submit Certificate of Inspection of Mechanical Work rir (attached copy). ❑ 4. Submit Certificate of Inspection of Electrical Work(attach copy). ❑ 5. Submit other Certificates as required by regulatory agencies (attach copies) ❑ 6. Submit affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the work has been paid or otherwise satisfied. (Use AIA Document G706, attach copy). ❑ 7. Submit Affidavit of Wages Paid in a form acceptable to the Owner. Affidavit shall receive certification from the State of Washington, Department of Labor and Industries, prior to submission to Owner(attach copy). ❑ 8. Submit Consent of Surety Company to final payment, per rr AIA Document G707 or as otherwise approved by Owner (attach copy). ❑ 9. Submit Contractor's Affidavit of Release of Liens (AIA Document G706A, attach copy). ❑ 10. Submit separate releases or waivers of liens (in form approved by Owner)for subcontractors,suppliers and others with lien rights against District together with a list of those parties(attach copies). ❑ 11. Submit complete and coordinated 0&M and Warranties Manuals rri BLRB ARCHITECTS 04/02/13 nisi RENTON SCHOOL DISTRICT PAGE: 017700-6 rr+ MEADOW CREST PLAYGROUND SECTION 017700 PROJECT NO. 11.12.116 CONTRACT CLOSEOUT ❑ 12. Submit Project Record Documents,fully annotated to accurately depict as-built conditions. ❑ 13. Submit list of Offshore Items, required for items of more than$2,500.00 (attach copy). ❑ 14. Revise and submit evidence of final,continuing insurance coverage complying with insurance requirements(attach copy). ❑ 15. Submit Prevailing Wage requirements certification of err Department of Labor and Industries. ❑ 16. Submit Public Works Contract Reconciliation of Taxes (attach copy). ❑ 17. Submit all other submittals as required by State and Local agencies and by the Owner/Contractor agreement and general and/or supplemental Contract requirements. ❑ 18. Submit statement of training, dates and names of attendees, for all training occurring both prior and subsequent to Substantial Completion. When additional training has yet to be scheduled, it shall be so noted (attach copies). 411111 air au rr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017700-7 NM MEADOW CREST PLAYGROUND SECTION 017823 PROJECT NO. 11.12.116 OPERATION AND MAINTENANCE DATA PART 1 -GENERAL 1.01 GENERAL A. Submit separate manuals for the following, as applicable: 1. Warranties 2. Architectural and Miscellaneous Items 3. Elevator 4. Food Service 5. Mechanical 6. Electrical B. Submit three hard copies of each. C. Submit data for all items with operable parts, items requiring periodic maintenance and/or cleaning, and items requiring delivery of spare parts and/or extra materials to the Owner, whether or not specifically identified in individual specification section. D. Submit digital video recordings of all training, instruction and demonstrations, E. Submit electronic copy of Operation and Maintenance Manuals, including training and instruction, on CD/DVD. F. Training and instruction of Owner's personnel on equipment and systems included in Operation and Maintenance Manuals. 1.02 FORMAT A. Size shall accommodate 8 1/2" X 11" sheets. Binder spine width shall not exceed 4". B. Cover and spine shall be embossed with: Name of Facility Name of Manual Name of General Contractor Month and year of Substantial Completion C. Binding: hard cover, 3-hole screw binding. D. Tabs: 1. Primary Tabs indicating CSI Division. In the event that no data is required for a specific Division, insert sheet indicating so. M' 2. Secondary Tabs indicating each Specification Section within a particular Division, unless no data is required for the entire Division,in which case Section tabs are not required. rr rr rr BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017823 - 1 rr rr MEADOW CREST PLAYGROUND SECTION 017823 PROJECT NO. 11.12.116 OPERATION AND MAINTENANCE DATA rrr 1.03 ELECTRONIC COPY OF OPERATION AND MAINTENANCE MANUALS Ilk A. Furnish Owner with Adobe Acrobat Reader(*.PDF)format copy on CD-ROM/DVD. B. Scan printed material not already in electronic format into Adobe Acrobat Reader and insert rrr into electronic Operation and Maintenance Manual. C. Organize electronic Operation and Maintenance Manual corresponding to hard copy Operation and Maintenance Manuals. Use same titles, content, and index following Specification Section numbers and titles. D. Provide single pdf file with bookmarks for all Volumes, Table of Contents, Divisions, Sections and Subsections. Bookmarks to be consistent with hard copy requirements for tabs. E. Do not submit until hard copy Manuals have been completely reviewed and accepted by the Architect and Owner. 1.04 CONTENTS ' A. Table of Contents 1. Arrange in same order as project specifications. um 2. Identify with specification number. B. Title Page 1. Name,address and phone number of general contractor and all subcontractors. 2. Name, address and phone number of architect. 3. Date of Substantial Completion. C. Certificate(s)of Substantial Completion D. Product Data r+ 1. Item used shall be circled or otherwise clearly identified. 2. All model numbers, sizes, colors and custom modifications shall be clearly identified. 3. Include only sheets pertinent to project. - E. List of suppliers, per CSI Section, with contact names, addresses and phone numbers and email addresses. .ri F. Certification letters that District staff has been trained on equipment, dates of training and list of attendees. Nil G. Receipts for spare parts, extra materials and all other equipment/items delivered to owner. H. Submit data for all items with operable parts, items requiring periodic maintenance and/or rrr cleaning, and items requiring delivery of spare parts and/or extra materials to the Owner, whether or not specifically identified in individual specification section. rr+ BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017823-2 rrf orr MEADOW CREST PLAYGROUND SECTION 017823 PROJECT NO. 11.12.116 OPERATION AND MAINTENANCE DATA I. Where product/finish material colors have been specified or selected by the Architect, include color designation in appropriate Sections. 1.05 REQUIRED INFORMATION A. Certificates of Compliance. B. Cleaning information and precautions. rrr C. Preventative maintenance guidelines. D. Operation instructions. E. Special and standard product or equipment warranties and service/maintenance agreements. F. System configurations and wiring schematics. G. Lubrication and servicing data and schedules. H. Parts list,reordering information and sources of supply. I. Recommended lamps. J. Emergency instructions. K. Inspection procedures. L. MSDS sheets. M. Test data. N. Repair instructions. O. Instances or conditions which will affect validity of warranties. P. Other items identified in individual specific sections. Q. All other items, not specifically identified in individual specification sections, with operable parts, items requiring periodic maintenance and/or cleaning, and items requiring delivery of spare parts and/or extra materials to the Owner. No 1.06 INSTRUCTION AND TRAINING OF OWNER'S PERSONNEL A. Instruct Owner's designated personnel in maintenance, adjustment and operation of products tair included in Operation and Maintenance Manuals. Coordinate with additional requirements of related Sections. „,e, B. Demonstrate and instruct in classroom environment located at Project site. gem BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017823 -3 MEADOW CREST PLAYGROUND SECTION 017823 PROJECT NO. 11.12.116 OPERATION AND MAINTENANCE DATA 1. Instructors: Qualified, authorized manufacturer's representatives, knowledgeable about the Project, specialist in trade and equipment involved. 2. Meeting Time: As mutually agreed. Complete training prior to submitting notification of Substantial Completion except as noted in related Sections. 3. Classroom Space: Mutually acceptable classroom within building facility. C. Items Requiring Seasonal Maintenance: Arrange and perform additional instruction within six months of Date of Substantial Completion. riw D. Hands-on-Training: Conduct at location utilizing actual in-place Work. E. Use completed Operation and Maintenance Manuals and Project Record Documents as the basis for instruction. 1. Review contents of Operation and Maintenance Manual in detail. 2. Prepare and insert additional data when need for such data becomes apparent during instruction. F. Explain aspects of operations and maintenance. Cover such items as tools; spare parts and materials, lubricants, fuels, identification system, control sequences, hazards, cleaning and renewal of finishes. G. Furnish additional instructional aids as handouts to attendees,including: 1. Written materials such as handouts, workbooks, and reference manuals. Supply one complete set for each attendee. 2. Audio/visual materials: Supply in triplicate. H. Training Program Material: Becomes property of Owner during program. 11.11 PART 2—PRODUCTS—NOT USED ard PART 3—EXECUTION—NOT USED END OF SECTION ma rir rir ■r BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017823 -4 ■ri MEADOW CREST PLAYGROUND SECTION 017836 PROJECT NO. 11.12.116 WARRANTY PROCEDURES PART 1 -GENERAL 1.01 DESCRIPTION A. Requirements 1. Comply with requirements of General and Special Conditions. 2. Specific requirements for warranties for the work and products and installations that are specified to be warranted are included in the individual sections of Divisions 2 through 33. B. Definitions 1. "Guarantee" and "warranty" are used interchangeably. 2. "Standard product warranties" are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. 3. "Special warranties" are written warranties required by or incorporated in the contract documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner. �r C. Types: Categories of warranties required for the work include: 1. Special project warranty issued by Contractor and, where required, countersigned by installer or installers and/or other recognized entity involved in performance of the work. 2. Specified product warranty issued by a manufacturer or fabricator for compliance with requirements in contract documents. 3. Coincidental product warranty, available on a product incorporated into the work, by virtue of manufacturer's publication of warranty without regard for application requirements(non- specified warranty). 4. Refer to sections of Division 2 through 33 for requirements of specified warranties. D. Disclaimers and Limitations 1. Manufacturer's disclaimers and limitations on product warranties shall not relieve the Contractor of the general warranty on the Work under this Contract that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 2. The Contractor is obligated to comply with warranties under the Contract or at law, regardless of the terms and conditions of warranties of supplier, manufacturer and subcontractors extended to the Contractor. 1.02 SUBMITTALS A. General 1. Prepare per Division 1, Submittals, and as follows. 2. The Contractor's written warranty shall be submitted to the Architect on the "Contractor's Warranty" form attached to this section or in a similar approved format. 3. For subcontractor warranties as specified, a warranty by each such subcontractor, countersigned by the General Contractor, shall be submitted to the Architect on the "Subcontractor's Warranty" form attached to this section or in a similar approved format. B. Warranty Log: Submit comprehensive list of all warranties for Project to Architect. wr BLRB ARCHITECTS 034/02/13 RENTON SCHOOL DISTRICT PAGE: 017836- 1 111111 MEADOW CREST PLAYGROUND SECTION 017836 PROJECT NO. 11.12.116 WARRANTY PROCEDURES 1.03 WARRANTY OBLIGATIONS A. Restore or remove and replace warranted work to its originally specified condition at such time during warranty as it does not comply with or fulfill terms of warranty. Restore or remove and Mill replace other work that has been damaged by failure of warranted work or which must be removed and replaced to gain access to warranted work. B. Except as otherwise indicated or required by governing regulations, warranties do not cover damage to building contents (other than work of contract)that results from failure of warranted work. C. Cost of restoration or removal-and-replacement is Contractor's obligation without regard to whether Owner has already benefited from use of failing work. 1.04 REINSTATEMENT OF WARRANTY A. Upon restoration or removal-and-replacement of warranted work that has failed as determined by Architect, reinstate the warranty by issuing newly executed form, for at least the period of time of the original warranty. 1.05 OWNER'S RECOURSE A. Warranties and warranty periods do not diminish implied warranties and do not deprive Owner of actions, rights, and remedies otherwise available for Contractor's failure to fulfill requirements of the Contract Documents or rights and causes of action of or by the Owner available at law. Owner reserves right to reject coincidental product warranties considered to be conflicting with or detracting from requirements of the contract documents. 1.06 WALK-THROUGH AT END OF WARRANTY PERIOD A. Within the month prior to the expiration of the one year warranty period, the Contractor, Owner and Architect will walk through the entire project, addressing the status of any outstanding warranty period issues and identifying any issues that have yet to be brought to the Contractor's attention. B. Contractor shall resolve all warranty period issues to the satisfaction of the Owner prior to the is,i end of the warranty period, and as follows: 1. Restore or remove and replace warranted work to its originally specified condition at such time during warranty as it does not comply with or fulfill terms of warranty. Restore or remove and replace other work which has been damaged by failure of warranted work or which must be removed and replaced to gain access to warranted work 2. Except as otherwise indicated or required by governing regulations,warranties do not cover damage to building contents (other than work or contract) that results from failure of warranted work. 3. Cost of restoration or removal and replacement is Contractor's obligation without regard to whether Owner has already benefited from use of failing work. Nil BLRB ARCHITECTS 034/02/13 RENTON SCHOOL DISTRICT PAGE: 017836-2 rri are MEADOW CREST PLAYGROUND SECTION 017836 PROJECT NO. 11.12.116 WARRANTY PROCEDURES ■r CONTRACTOR'S WARRANTY Page 1 Date: Contractor: Owner: Address: Project: (Contractor), the undersigned, warranties for a period of one (1) year from the date of Final Completion, all work performed under the provisions of the Agreement Between the Owner and Contractor. AO (Contractor) will remedy any defects appearing during the warranty period which are due to failure, faulty materials, poor workmanship, or other nonconformity with or omission from the contract documents. The following subcontractors performed the work or furnished materials subject to warranty: Trade Contact Person Subcontractor and Address Phone dr BLRB ARCHITECTS 034/02/13 RENTON SCHOOL DISTRICT PAGE: 017836-3 min MEADOW CREST PLAYGROUND SECTION 017836 PROJECT NO. 11.12.116 WARRANTY PROCEDURES CONTRACTOR'S WARRANTY Page 2 Trade Contact Person Subcontractor and Address Phone 111 IMO MD ilia This warranty does not include holding the Contractor responsible for defects caused by unanticipated abuse; modifications not executed by the Contractor except when due to Contractor's failure to remedy defective conditions; improper or insufficient maintenance, and/or improper operation, except when performed by Contractor or when due to inadequate training of Owner's personnel; or wear and tear under normal school usage. r�r Contractor: Address: Phone: Contact Person: Signature: (Authorized Representative) BLRB ARCHITECTS 034/02/13 RENTON SCHOOL DISTRICT PAGE: 017836-4 MEADOW CREST PLAYGROUND SECTION 017836 PROJECT NO. 11.12.116 WARRANTY PROCEDURES rr SUBCONTRACTOR'S WARRANTY Date: Subcontractor: Owner: mo Address: Project: aiiii The General Contractor, , and the subcontractor, , warranty for a period of year(s), as specified in Section of the contract documents, all work performed under the provisions of the Agreement Between the Owner and the Contractor. The undersigned will remedy any defects appearing during the warranty period which are due to failure, faulty materials, poor workmanship, or other nonconformity with or omission from the contract documents. This warranty does not include holding the Contractor responsible for defects caused by anticipated abuse; modifications not executed by the Contractor except when due to Contractor's failure to remedy defective conditions; improper or insufficient maintenance, and/or improper operation, except when al performed by Contractor or when due to inadequate training of Owner's personnel; or wear and tear under normal school usage. — Trade: Subcontractor: Address: Phone: war Contact Person: Signature: rr (Authorized Representative) Contractor: BLRB ARCHITECTS 034/02/13 RENTON SCHOOL DISTRICT PAGE: 017836-5 do MEADOW CREST PLAYGROUND SECTION 017836 PROJECT NO. 11.12.116 WARRANTY PROCEDURES ,rr Address: +w rri► Signature: (Authorized Representative) 1111 END OF SECTION rrw .ro 1111 rr� ail rri 1111 rw BLRB ARCHITECTS 034/02/13 RENTON SCHOOL DISTRICT PAGE: 017836—6 err ailli MEADOW CREST PLAYGROUND SECTION 017839 PROJECT NO. 11.12.116 PROJECT RECORD DOCUMENTS ale PART 1 -GENERAL 1.01 DESCRIPTION A. General Requirements 1. All work of this section is a part of the Contract and shall be provided at no additional cost to Owner. 2. Coordinate related requirements specified in other parts of the Project Manual. 3. Architect shall transfer as-built data provided by Contractor onto reproducible format. B. Documents Required 1. Drawings, annotated as work progresses. rr 2. Project Manuals(specifications), annotated as work progresses. 3. Addenda 4. Change Orders and other Contract modifications. 5. Architect's supplemental instructions,minor changes, clarifications and RFI responses. 6. Approved Shop Drawings,Product Data,and Samples 7. Field Test and Inspection Records C. Maintenance of Documents& Samples-General 1. Store documents and samples in Contractor's field office apart from documents used for construction. a. Provide files and racks for storage of documents. b. Provide locked cabinet or secure storage space for storage of samples. 2. File documents and samples in accordance with Construction Specifications Institute. 3. Label each document"PROJECT RECORD COPY" in neat large printed letters. Maintain documents in orderly,clean and legible conditions. DO NOT USE RECORD DOCUMENTS FOR CONSTRUCTION PURPOSES. 4. Make documents and samples available at all times for inspection by Architect and Owner. D. Marking Devices 1. Provide felt tip marking pens for recording information in color code. Provide color code legend on first sheet or page. Ago 1.02 RECORDING A. General 1. Project Record Documents shall be kept current and changes recorded concurrently as they are constructed. Do not conceal any work until required information is recorded. 2. Record Documents will be reviewed at weekly project meetings. Failure to keep Record Documents current will result in returning to Contractor any Application for Payment until such time that recording of revisions being current is demonstrated to Architect. B. Record(As-Built)Drawings 1. During the construction period, Contractor shall include on the "Project Record Copy" set of prints the following information as a minimum: a. The size and location of all concealed or underground piping, conduit, ductwork and other internal utilities and appurtenance concealed in the construction, referenced to visible and accessible features of the structure or site. b. Details not on original Contract Drawings. c. All approved deviations from the specifications and drawings, including addenda items, field orders,and change orders. Indicate change item numbers. 0" BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017839- 1 wr MEADOW CREST PLAYGROUND SECTION 017839 PROJECT NO. 11.12.116 PROJECT RECORD DOCUMENTS rir d. The location of any visible objects relocated due to interferences, or requested relocations submitted and approved on shop drawings. 2. Contractor shall remain available during closeout period to assist Architect with Record Document interpretation, correction and transfer of as-built drawings to reproducible format. 3. Record drawings shall comprise Architectural, Structural, Civil, Landscape, Plumbing, Kitchen, Mechanical, Fire Protection and Electrical drawings, plus all special equipment, all of which form a part of the Contract Documents. C. Record Project Manuals 1. Maintain one copy of each Project Manual including addenda, Change Orders and similar a' modifications issued in printed form during construction, and mark-up variations in actual work in comparison with text and details of Project Manuals and modifications as issued. 2. Give particular attention to substitutions, selection of options, changes in details and re schedules, and similar information on work where it is concealed or cannot otherwise be readily discerned at a later date by direct observation. Note related record drawing information and product data,where applicable. 3. Legibly mark each Section to record Manufacturer, trade name, catalog number and supplier of each equipment item actually installed. 4. Addenda items and Change Orders associated with and/or affecting the Project Manuals shall be properly posted (i.e., cut out andplaced in the Project Manuals at appropriate `�`� P P Y j locations)and referenced in the record set. D. Shop Drawings nr 1. Maintain as record documents,legibly annotate to record changes made after review. 2. Include subcontractor reproducible shop drawings for all special equipment including ductwork layout, fire sprinkler system layout, temperature control system, fire alarm system, intrusion alarm system, communications (clock/TV/intercom) systems, computer systems, irrigation and others as deemed appropriate. Record Drawing shop drawings shall be easily reproducible, i.e., electronically, on Mylar or of standard copy machine size, as appropriate and approved. "" E. Record Product Data 1. Maintain one copy of each product data submittal, and mark-up variations in actual work in comparison with submitted information. Include both variations in product as delivered to "i` site, and variations from manufacturer's instructions and recommendations for installation. 2. Give particular attention to concealed products and portions of the work that cannot otherwise be readily discerned at a later date by direct observation. Note related Change Orders and mark-up of record drawings and project manuals. 1.03 SUBMITTALS 1111. A. General 1. Contractor shall, after a preliminary review by Architect, submit the complete set of Record Documents to Architect for review, using standard Submittal Transmittal and Record form. Oil Contractor shall make all corrections requested, and return the Documents to Architect. All such Documents must be submitted together, prior to Final Completion, and this submittal shall be a condition precedent to Architect's Certification of final Application for Payment. NIS B. Submittal 1. Following Substantial Completion, prior to Final Completion and upon completion of final mark-up of Record Documents, deliver Record Documents to Architect: a. One set of plans showing all changes incorporated in the Work. BLRB ARCHITECTS 04/02/13 ire RENTON SCHOOL DISTRICT PAGE: 017839-2 nw MEADOW CREST PLAYGROUND SECTION 017839 PROJECT NO. 11.12.116 PROJECT RECORD DOCUMENTS b. One set Project Manuals showing all changes and information incorporated in the Work as specified. c. One set shop drawings and Record Product Data with all information recorded as as specified. d. Surveyor's certificate per Division 1. 2. Accompany submittal with standard Submittal Transmittal and Record form. sir C. Architect shall be responsible for transfer of Contractor as-built information to reproducible format. 1.04 ELECTRONIC COPY OF PROJECT RECORD DOCUMENTS A. With the exception of the Record Drawings, Contractor shall provide electronic copies of all Project Record Documents in addition to hard copies, including Record Project Manuals, Shop Drawings and Product Data. 1. Electronic files to be Adobe Acrobat compatible(*.pdf)file on CD/DVD. 2. Scan material not already in electronic format. °11 3. Provide single file for Project Manual. Provide bookmarks for each Volume, Division and Section. 4. Provide single file for all shop drawings. Provide bookmarks for each Division and Section. 5. Provide single file for all product data. Provide bookmarks for each Division and Section. ■r PART 2—PRODUCTS—NOT USED PART 3—EXECUTION—NOT USED go END OF SECTION air del BLRB ARCHITECTS 04/02/13 RENTON SCHOOL DISTRICT PAGE: 017839-3 MEADOW CREST PLAYGROUND SECTION 017900 PROJECT NO. 11.12.116 DEMONSTRATION AND TRAINING PART 1 -GENERAL 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General, Supplementary and/or Special Conditions and other Division 01 Specification Sections, apply to this Section. 1_2 SUMMARY 1.2.1 This Section includes administrative and procedural requirements for instructing Owner's .�r personnel, including the following: 1.2.1.1 Demonstration of operation of systems, subsystems, and equipment. " 1.2.1.2 Training in operation and maintenance of systems, subsystems, and equipment. 1.2.2 Related Sections include the following: 1.2.2.1 Division 01 Section "Project Management and Coordination" for requirements for preinstruction conferences. 1.2.2.2 Divisions 02 through 33 Sections for specific requirements for demonstration and training for products in those Sections. so 1.3 SUBMITTALS dia 1.3.1 Instruction Program: Submit two copies of outline of instructional program for demonstration and training, including a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. 1.3.1.1 At completion of training, submit one complete training manual(s)for Owner's use. 1.3.2 Attendance Record: For each training module, submit list of participants and length of instruction time. lA QUALITY ASSURANCE 1.4.1 Instructor Qualifications: A factory-authorized service representative, complying with requirements in Division 01 Section "Quality Requirements," experienced in operation and maintenance procedures and training. 1.5 COORDINATION BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017900- 1 ,rr MEADOW CREST PLAYGROUND SECTION 017900 PROJECT NO. 11.12.116 DEMONSTRATION AND TRAINING rr 1.5.1 Coordinate instruction schedule with Owner's operations. Adjust schedule as required to minimize disrupting Owner's operations. r 1.5.2 Coordinate instructors, including providing notification of dates,times, length of instruction time, and course content. PART 2 -PRODUCTS 2.1 INSTRUCTION PROGRAM 2.1.1 Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections, including,but not limited to,the following: 2.1.1.1 Heat generation, including boilers, feedwater equipment, pumps, steam distribution piping and water distribution piping. 2.1.1.2 Electrical service and distribution, including transformers, switchboards, panelboards, ,uninterruptible power supplies,and motor controls. rrr 2.1.1.3 Lighting equipment and controls. 2.1.2 Training Modules: For each module, include instruction to include,but not be limited to: ase 2.1.2.1 Basis of System Design, Operational Requirements, and Criteria: Include the following: 2.1.2.1.1 System, subsystem,and equipment descriptions. 2.1.2.1.2 Operating standards. 2.1.2.1.3 Regulatory requirements. 2.1.2.1.4 Equipment function. 2.1.2.1.5 Operating characteristics. 2.1.2.1.6 Limiting conditions. 2.1.2.1.7 Performance curves. No 2.1.2.2 Documentation: Review the following items in detail: 2.1.2.2.1 Emergency manuals. 2.1.2.2.2 Operations manuals. 2.1.2.2.3 Maintenance manuals. 2.1.2.2.4 Project Record Documents. BLRB ARCHITECTS 04/02/13 +�+ TACOMA,WASHINGTON PAGE: 017900-2 MEADOW CREST PLAYGROUND SECTION 017900 PROJECT NO. 11.12.116 DEMONSTRATION AND TRAINING are 2.1.2.2.5 Identification systems. 2.1.2.2.6 Warranties and bonds. 2.1.2.2.7 Maintenance service agreements and similar continuing commitments. 2.1.2.3 Emergencies: Include the following, as applicable: 2.1.2.3.1 Instructions on meaning of warnings,trouble indications, and error messages. 2.1.2.3.2 Shutdown instructions for each type of emergency. 2.1.2.3.3 Sequences for electric or electronic systems. 2.1.2.4 Operations: Include the following,as applicable: 2.1.2.4.1 Routine and normal operating instructions. 4111 2.1.2.4.2 Regulation and control procedures. 2.1.2.4.3 Control sequences. 2.1.2.4.4 Safety procedures. 2.1.2.4.5 Operating procedures for emergencies. 2.1.2.4.6 Operating procedures for system, subsystem, or equipment failure. err 2.1.2.4.7 Seasonal and weekend operating instructions. 2.1.2.4.8 Required sequences for electric or electronic systems. 2.1.2.5 Adjustments: Include the following: rr 2.1.2.5.1 Alignments. 2.1.2.5.2 Checking adjustments. 2.1.2.5.3 Noise and vibration adjustments. 2.1.2.5.4 Economy and efficiency adjustments. 2.1.2.6 Troubleshooting: Include the following: 2.1.2.6.1 Diagnostic instructions. do 2.1.2.6.2 Test and inspection procedures. vas 2.1.2.7 Maintenance: Include the following: 2.1.2.7.1 Inspection procedures. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017900-3 err MEADOW CREST PLAYGROUND SECTION 017900 PROJECT NO. 11.12.116 DEMONSTRATION AND TRAINING rri 2.1.2.7.2 Types of cleaning agents to be used and methods of cleaning. 2.1.2.7.3 List of cleaning agents and methods of cleaning detrimental to product. 2.1.2.7.4 Procedures for routine maintenance. PART 3 -EXECUTION 3.1 PREPARATION 3.1.1 Assemble educational materials necessary for instruction, including documentation and training module. Assemble training modules into a combined training manual. No 3.1.2 Set up instructional equipment at instruction location. 3.2 INSTRUCTION 3.2.1 Engage qualified instructors to instruct Owner's personnel to adjust, operate, and maintain systems,subsystems,and equipment not part of a system. 3.2.2 Scheduling: Provide instruction at mutually agreed on times. For equipment that requires seasonal operation, provide similar instruction at start of each season. 3.2.2.1 Schedule training with Owner with at least fourteen(14)days' advance notice. 3.2.3 Cleanup: Collect used and leftover educational materials and give to Owner. Remove ■r instructional equipment. Restore systems and equipment to condition existing before initial training use. END OF SECTION err Mil BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 017900-4 err MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE PART 1 -GENERAL 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1_2 SUMMARY 1.2.1 This Section specifies cast-in place concrete, including formwork, reinforcement, concrete rr materials, mixture design,placement procedures, and finishes, for the following: 1.2.1.1 Footings. 1.2.1.2 Foundation walls. 1.2.1.3 Slabs-on-grade. Mr 1.2.1.4 Building Underslab Vapor Barrier W 1.2.2 Related Sections include the following: 1.2.2.1 Division 01 Section"Quality Control".For concrete moisture responsibility and testing. 1.2.2.2 Division°07 Section"Joint Sealers"for sealants. 1.2.2.3 Division 31 Section"Earth Moving" for drainage material under slabs-on-grade. 1.2.2.4 Division 32 Section"Concrete Paving" for concrete pavement and walks. 1.2.2.5 Division 09 Section"Graffiti Resistant Coatings: for coatings on concrete walls. 1.3 DEFINITIONS +rr 1.3.1 Cementitious Materials: Portland cement alone or in combination with one or more of the following: blended hydraulic cement, fly ash and other pozzolans, ground granulated blast-furnace slag, and silica fume; subject to compliance with requirements. 1_4 SUBMITTALS 1.4.1 Product Data: For each type of product indicated. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 1 de MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE 1.4.2 Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant No adjustments. 1.4.2.1 Indicate amounts of mixing water to be withheld for later addition at Project site. 1.4.3 Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and supports for concrete reinforcement. 1.4.4 Samples: For waterstops. Nei 1.4.5 Welding certificates. w 1.4.6 Qualification Data: For Installer. 1.4.7 Material Test Reports: For the following, from a qualified testing agency, indicating compliance with requirements: ro 1.4.7.1 Aggregates. Include service record data indicating absence of deleterious expansion of concrete due to alkali aggregate reactivity. .rr 1.4.8 Material Certificates: For each of the following, signed by manufacturers: 1.4.8.1 Cementitious materials. 1.4.8.2 Admixtures. 1.4.8.3 Form materials and form-release agents. 1.4.8.4 Steel reinforcement and accessories. au 1.4.8.5 Fiber reinforcement. 1.4.8.6 Curing compounds. 1.4.8.7 Bonding agents. err 1.4.8.8 Adhesives. 1.4.8.9 Vapor retarders. 1.4.8.10 Semirigid joint filler. 1.4.8.11 Joint-filler strips. .it 1.4.8.12 Repair materials. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000-2 rig ar MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE 1.4.9 Floor surface flatness and levelness measurements to determine compliance with specified rr tolerances. 1.4.10 Minutes of Pre-installation conference. 1_5 QUALITY ASSURANCE ids 1.5.1 Installer Qualifications: A qualified installer who employs on Project personnel qualified as ACI- certified Flatwork Technician and Finisher and a supervisor who is an ACI-certified Concrete Flatwork Technician. 1.5.2 Flatwork Tolerances: rir 1.5.2.1 Exposed Slabs: Floor Flatness 40;Floor Levelness 35. 1.5.2.2 Concrete slab for all other finishes: 1/4-inch per foot 1.5.2.3 ASTM E 1486, Test Method for Determining Floor Tolerances Using Waviness, Wheel Path, and Levelness Criteria,and its metric equivalent,ASTM E 1486M 1.5.3 Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment. faik 1.5.3.1 Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities." 1.5.4 Source Limitations: Obtain each type or class of cementitious material of the same brand from the same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one source from a single manufacturer. 1.5.5 Welding: Qualify procedures and personnel according to AWS D1.4, "Structural Welding Code-- Reinforcing Steel" and WABO. 1.5.6 ACI Publications: Comply with the following unless modified by requirements in the Contract Documents: 1.5.6.1 ACI 301, "Specification for Structural Concrete," Sections 1 through 5. 1.5.6.2 ACI 117, "Specifications for Tolerances for Concrete Construction and Materials." rill 1.5.7 Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures. orr 1.5.7.1 Review special inspection and testing and inspecting agency procedures for field quality control, construction contraction and isolation joints, and joint-filler strips, semirigid joint fillers, vapor-retarder installation, steel reinforcement installation, and concrete protection. rr BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 033000-3 r�r aw MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE PART 2 -PRODUCTS 2.1 MANUFACTURERS rir 2.1.1 In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 2.1.1.1 Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include,but are not limited to,products specified. 2.1.1.2 Available Manufacturers: Subject to compliance with requirements, manufacturers ma offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. rir 2.2 FORM-FACING 2.2.1 Smooth-Formed Exposed-Finished Concrete: Form-facing panels that will provide continuous, re true,and smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints. 2.2.1.1 Plywood,metal, or other approved panel materials. 2.2.1.2 Exterior-grade plywood panels, suitable for concrete forms, complying with DOC PS 1, and as follows: 2.2.1.2.1 Medium-density overlay,Class 1 or better;mill-release agent treated and edge sealed. 2.2.2 Void Forms: Biodegradable paper surface, treated for moisture resistance, structurally sufficient am to support weight of plastic concrete and other superimposed loads. 2.2.3 Form-Release Agent: Commercially formulated form-release agent that will not bond with, stain, or adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces. 2.2.3.1 Formulate form-release agent with rust inhibitor for steel form-facing materials. 2.2.4 Form Ties: Factory-fabricated,removable or snap-off metal or glass-fiber-reinforced plastic form ties designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on removal. �r 2.2.4.1 Furnish ties that, when removed, will leave holes no larger than 1 inch in diameter in concrete surface. 2.3 STEEL REINFORCEMENT 2.3.1 Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. Provide Grade A706 for welded bars, Grade 40 for bend out bars, unless otherwise noted. Bar lengths and dowels- See Structural Drawings BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000-4 rr MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE AN 2.3.2 Plain-Steel Wire: ASTM A 82, as drawn. it 2.3.3 Plain-Steel Welded Wire Reinforcement: (WWR)ASTM A 185, plain, fabricated from as-drawn steel wire into flat sheets. sr 2_4 REINFORCEMENT ACCESSORIES 2.4.1 Joint Dowel Bars: ASTM A 615/A 615M, Grade 60, plain-steel bars, cut bars true to length with ends square and free of burrs. ,,,, 2.4.2 Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater compressive strength than concrete and as follows: as 2.4.2.1 For concrete surfaces exposed to view where legs of wire bar supports contact forms, use CRSI Class 1 plastic-protected steel wire or CRSI Class 2 stainless-steel bar supports. rr 2.4.2.2 Furnish units that will leave no corrodible holes no closer than 1 inch to the plane of exposed concrete surface. M 2_5 CONCRETE MATERIALS tag 2.5.1 Cementitious Material: Use the following cementitious materials, of the same type, brand, and source,throughout Project: 2.5.1.1 Portland Cement: ASTM C 150,Type I/II, gray. 2.5.1.1.1 Fly Ash: ASTM C 618,Class C or F. 2.5.2 Normal-Weight Aggregates: ASTM C 33, Class Insert class coarse aggregate or better, graded. Provide aggregates from a single source. 2.5.2.1 Maximum Coarse-Aggregate Size: 3/4 inch nominal. 2.5.2.2 Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement. 2.5.3 Water: ASTM C 94/C 94M and potable. 2_6 ADMIXTURES «r� 2.6.1 Air-Entraining Admixture: ASTM C 260. 2.6.2 Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride. '"'w BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000-5 �wr MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE 2.6.2.1 Water-Reducing Admixture: ASTM C 494/C 494M,Type A. rri 2.7 FIBER REINFORCEMENT 2.7.1 Synthetic Fiber: Fibrillated polypropylene fibers engineered and designed for use in concrete pavement, complying with ASTM C 1116,Type III, 1/2 to 1-1/2 inches long. 2.7.1.1 Products: 2.7.1.1.1 Fibrillated Fibers: 2.7.1.1.1.1 Axim Concrete Technologies;Fibrasol F. 2.7.1.1.1.2 Euclid Chemical Company(The); Fiberstrand F. MO 2.7.1.1.1.3 Grace Construction Products, W. R. Grace&Co.;Grace Fibers. 2.7.1.1.1.4 Propex Operating Company;Fibermesh �++ 2.7.1.1.1.5 Or approved. rrt 2.8 VAPOR RETARDERS 2.8.1 Below Grade Building Moisture and Vapor Control: Provide moisture barrier and vapor seal over prepared base material where specified. Use only materials which are resistant to decay when tested in accordance with ANSI/ASTM E 154, as follows: 2.8.1.1 Underslab Vapor Retarder: Heavy-duty minimum 15 mil minimum polyolefin film ge- omembrane. Penn rating of 0.036 maximum per ASTM E 96, Class A, exceeding ASTM 1745. Sub- ject to compliance with requirements,provide one of following: 2.8.1.1.1 Moistop Ultra"B" 15 Mils by Fortifiber Corp (800)773-4777 2.8.1.1.2 Raven Industries, 15 mil vapor block (800)635-3456 2.8.1.1.3 Stego Wrap 15 mil vapor barrier. (877)464-7834 MO 2.8.1.1.4 W.R.Meadows,Perminator— 15 mil (206)282-9759 2.8.1.1.5 Insulation Solutions,Viper II- 15 mil (253)946-2436 No 2.8.1.1.6 Or approved. 2.8.2 Underslab Vapor Retarder Seaming Tape: As recommended by vapor retarder manufacturer. ' ' 2.8.3 Capillary Break Course: No BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000-6 Ale MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE rrr 2.8.3.1 Granular Fill Base Course: Provide 4 inch thick capillary break course of recycled glass cullet of clean 5/8" crushed minus recycled glass with 100% passing a 1" sieve, 13% passing a #4 sieve, and 0.3%passing a#200 sieve, for use under building slabs on grade. aim 2_9 LIQUID FLOOR TREATMENTS 2.9.1 Sealer/Hardener Penetrating Liquid Floor Treatment: For use on exposed interior concrete ONLY. Clear, chemically reactive, waterborne solution of inorganic silicate or siliconate materials and proprietary components; odorless; colorless;that penetrates, hardens, and densifies concrete surfaces. 2.9.1.1 Products: 2.9.1.1.1 Burke by Edoco;Titan Hard. 2.9.1.1.2 Euclid Chemical Company(The); Euco Diamond Hard. 2.9.1.1.3 L&M Construction Chemicals, Inc.; Seal Hard. 2.9.1.1.4 Or approved. rr 2.10 CURING MATERIALS 2.10.1 Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq.yd.when dry. 2.10.2 Moisture-Retaining Cover: One of following, complying with ANSI/ASTM C 171 for concealed o slabs only: 2.10.2.1 Waterproof paper. 2.10.2.2 Polyethylene-coated burlap. 2.10.2.3 Or approved. mrr 2.10.3 Water: Potable. r 2.10.4 Standard Chemical Curing for Concrete slabs: Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B, dissipating , certified by curing compound manufacturer to not interfere with bonding of floor covering. 2.10.5 Basis of Design: L&M Construction Chemicals-L&M Cure. 2.10.5.1 Other Products subject to compatibility with finish floor adhesives: 2.10.5.1.1 Burke by Edoco; Aqua Resin Cure. 2.10.5.1.2 Euclid Chemical Company(The); Kurez DR VOX. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000-7 srr rr MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE irr 2.10.5.1.3 Meadows, W. R.,Inc.; 1100 Clear. 2.10.5.2 No Substitutions allowed. 2.11 RELATED MATERIALS 2.11.1 Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751,asphalt-saturated cellulosic fiber. 2.11.2 Semirigid Joint Filler: Two-component, semirigid, 100 percent solids, aromatic polyurea with a Type A shore durometer hardness range of 90 to 95 per ASTM D 2240. imis 2.11.3 Bonding Agent: ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene. 2.11.4 Epoxy Bonding Adhesive: ASTM C 881, two-component epoxy resin, capable of humid curing ow and bonding to damp surfaces, of class suitable for application temperature and of grade to suit requirements, and as follows: ■r 2.11.4.1 Types I and II, non-load bearing, for bonding hardened or freshly mixed concrete to hardened concrete. rr 2.11.5 Reglets: Fabricate reglets of not less than 0.0217-inch thick, galvanized steel sheet. Temporarily fill or cover face opening of reglet to prevent intrusion of concrete or debris. 2.11.6 Dovetail Anchor Slots: Hot-dip galvanized steel sheet, not less than 0.0336 inch thick, with bent tab anchors. Temporarily fill or cover face opening of slots to prevent intrusion of concrete or debris. 2.12 CONCRETE MIXTURES,GENERAL 2.12.1 Prepare design mixtures for each type and strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both,according to ACI 301. 2.12.1.1 Use a qualified independent testing agency for preparing and reporting proposed mixture designs based on laboratory trial mixtures. "•` 2.12.2 Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement in concrete as follows: aft 2.12.2.1 Fly Ash: See Structural General Notes. 2.12.3 Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement. 2.12.4 Admixtures: Use admixtures according to manufacturer's written instructions. 2.12.4.1 Use water-reducing or plasticizing admixture in concrete, as required, for placement and workability. BLRB ARCHITECTS 04/02/13 - TACOMA,WASHINGTON PAGE: 033000-8 MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE 2.12.4.2 Use water-reducing and retarding admixture when required by high temperatures, low .r� humidity, or other adverse placement conditions. 2.12.4.3 Use water-reducing admixture in pumped concrete, concrete for heavy-use industrial slabs and parking structure slabs, concrete required to be watertight, and concrete with a water- cementitious materials ratio below that is shown in the Structural General Notes. 2.13 CONCRETE MIXTURES FOR BUILDING ELEMENTS 2.13.1 Footings: Proportion normal-weight concrete mixture as follows: rr 2.13.1.1 Minimum Compressive Strength: See Structural General Notes. 2.13.1.2 Maximum Water-Cementitious Materials Ratio: See Structural General Notes. 2.13.2 Foundation Walls: Proportion normal-weight concrete mixture as follows: 2.13.2.1 Minimum Compressive Strength: See Structural General Notes. 2.13.2.2 Maximum Water-Cementitious Materials Ratio: See Structural General Notes. 2.13.3 Slabs-on-Grade: Proportion normal-weight concrete mixture as follows: 2.13.3.1 Minimum Compressive Strength: See Structural General Notes. 2.13.3.2 Minimum Cementitious Materials Content: See Structural General Notes. 2.13.3.3 Synthetic Fiber: Uniformly disperse in concrete mixture at manufacturer's recommended rate,but not less than 1.5 lb/cu.yd. 2.14 FABRICATING REINFORCEMENT 2.14.1 Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice." 2.15 CONCRETE MIXING so 2.15.1 Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M,and furnish batch ticket information. 2.15.1.1 When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from 1- 1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes. PART 3 -EXECUTION BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000-9 .rr 1116 MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE 3.1 FORMWORK 3.1.1 Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads. 3.1.2 Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated,within tolerance limits of ACI 117. rr 3.1.3 Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows: 3.1.3.1 Class A, 1/8 inch for smooth-formed finished surfaces. rr 3.1.4 Construct forms tight enough to prevent loss of concrete mortar. 3.1.5 Fabricate forms for easy removal without hammering or prying against concrete surfaces. INN Provide crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for inclined surfaces steeper than 1.5 horizontal to 1 vertical. 3.1.5.1 Install keyways,reglets,recesses, and the like, for easy removal. 3.1.5.2 Do not use rust-stained steel form-facing material. 3.1.6 Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike-off templates or compacting-type screeds. 3.1.7 Provide temporary openings for cleanouts and inspection ports where interior area of formwork is inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of concrete mortar. Locate temporary openings in forms at inconspicuous locations. 3.1.8 Chamfer exterior corners and edges of permanently exposed concrete. 3.1.9 Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required in the Work. Determine sizes and locations from trades providing such items. 3.1.10 Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other debris just before placing concrete. No 3.1.11 Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and maintain proper alignment. 3.1.12 Coat contact surfaces of forms with form-release agent, according to manufacturer's written instructions,before placing reinforcement. 3.2 EMBEDDED ITEMS BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 10 rir MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE 3.2.1 Place and secure anchorage devices and other embedded items required for adjoining work that is AM attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 3.2.1.1 Install anchor rods, accurately located, to elevations required and complying with tolerances in Section 7.5 of AISC's "Code of Standard Practice for Steel Buildings and Bridges." 3.2.1.2 Install reglets to receive waterproofing and to receive through-wall flashings in outer face of concrete frame at exterior walls, where flashing is shown at lintels, shelf angles, and other conditions. 3.2.1.3 Install dovetail anchor slots in concrete structures as indicated. 3.3 REMOVING AND REUSING FORMS 3.3.1 General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not support weight of concrete may be removed after cumulatively curing at not less than 50 deg F for 24 hours after placing concrete, if concrete is hard enough to not be damaged by form-removal operations and curing and protection operations are maintained. Aid 3.3.2 Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise damaged form-facing material will not be acceptable for exposed surfaces. Apply new form- release agent. �r. 3.3.3 When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless approved by Architect. 3_4 UNDERSLAB VAPOR RETARDERS 3.4.1 Capillary Break Course: Provide under Vapor Barrier, fine-graded granular material, moisten, and compact with mechanical equipment to elevation tolerances of plus 0 inch or minus 1/2 inch. rrr 3.4.2 Underslab Vapor Retarders: Place, protect, and repair underslab vapor retarders according to ASTM E 1643 and manufacturer's written instructions. "'" 3.4.2.1 Lap joints 6 inches and seal with manufacturer's recommended tape. 3.4.3 Do not start installation of rebar or pouring of concrete until vapor retarder's manufacturer's wr representative has inspected and approved vapor retarder installation. Repair or replace defect product or installation. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 11 ma MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE rrr 3.5 STEEL REINFORCEMENT ma 3.5.1 General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement. 3.5.1.1 Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before 11111 placing concrete. 3.5.2 Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would reduce bond to concrete. 1110 3.5.3 Accurately position, support, and secure reinforcement against displacement. Locate and support reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing reinforcing bars. 3.5.4 Set wire ties with ends directed into concrete,not toward exposed concrete surfaces. 3.5.5 Install welded wire reinforcement in longest practicable lengths on bar supports spaced to minimize sagging. Lap edges and ends of adjoining sheets at least one mesh spacing. Offset laps of adjoining sheet widths to prevent continuous laps in either direction. Lace overlaps with wire. me 3.6 JOINTS ■r 3.6.1 General: Construct joints true to line with faces perpendicular to surface plane of concrete. 3.6.2 Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by Architect. 3.6.2.1 Place joints perpendicular to main reinforcement. Continue reinforcement across •+ construction joints, unless otherwise indicated. Do not continue reinforcement through sides of strip placements of slabs. 3.6.2.2 Form keyed joints as indicated. Embed keys at least 1-1/2 inches into concrete. 3.6.2.3 Space vertical joints in walls as indicated. Locate joints beside piers integral with walls, near corners,and in concealed locations where possible. 3.6.2.4 Use a bonding agent at locations where fresh concrete is placed against hardened or partially hardened concrete surfaces. 3.6.3 Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of wig concrete thickness as follows: 3.6.3.1 Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades designed to saw shrinkage control joints within 2-6 hours of slab set. 3.6.3.1.1 Manufacturer: Soff-Cut International, follow manufacturer's recommendations for cutting and maintenance of cutting equipment. Cut 1/8-inch-wide joints into concrete when cutting BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 12 ■r AN MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE action will not tear, abrade, or otherwise damage surface and before concrete develops random rr contraction cracks. 3.6.3.1.2 Provide a number of Soff-Cut machines with operators, available to keep up with the demand of the concrete curing, so cuts are within time required by concrete cure and Soff-Cut manufacturer's recommendations. 3.6.3.1.3 Cut set concrete within a 2-6 hr. period, and saw when concrete no-longer ravels under y" blade cut. 3.6.3.1.4 Concrete slabs cut late are grounds for Architect's rejection of the slab and Contractor .�r will be required to remove and replace concrete slab at his own expense. 3.6.4 Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated. 3.6.4.1 Extend joint-filler strips full width and depth of joint, terminating flush with finished 60111 concrete surface,unless otherwise indicated. 3.6.4.2 Terminate full-width joint-filler strips not less than 1/2 inch or more than 1 inch below a— finished concrete surface where joint sealants, specified in Division 07 Section "Joint Sealants," are indicated. 3.6.4.3 Install joint-filler strips in lengths as long as practicable. Where more than one length is am required, lace or clip sections together. 3.6.5 Doweled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate MN or asphalt coat one-half of dowel length to prevent concrete bonding to one side of joint. air 3_7 CONCRETE MIX 3.7.1 Mix: Exposed interior concrete slabs with sealer/hardener finish: Add Grace"Eclipse"shrinkage reduction additive per ASTM C 157, and as recommended by manufacturer's literature. Add to concrete mix as directed by the manufacturer's written instructions and as indicated by Structural Engineer. 3.7.1.1 See Structural General Notes for additional requirements. 3.8 CONCRETE PLACEMENT-GENERAL 3.8.1 Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed. err 3.8.2 Do not add water to concrete during delivery, at Project site, or during placement unless approved by Architect. or 3.8.3 Before test sampling and placing concrete, water may be added at Project site, subject to limitations of ACI 301. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 13 .r MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE rrr 3.8.3.1 Do not add water to concrete after adding high-range water-reducing admixtures to mixture. .r 3.8.4 Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete to avoid segregation. 3.8.4.1 Deposit concrete in horizontal layers of depth to not exceed formwork design pressures and in a manner to avoid inclined construction joints. 3.8.4.2 Consolidate placed concrete with mechanical vibrating equipment according to ACI 301. r 3.8.4.3 Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches into preceding layer. Do not insert vibrators into lower layers of concrete that have begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to consolidate concrete and complete embedment of reinforcement and other embedded items without causing mixture constituents to segregate. 3.8.5 Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of construction joints, until placement of a panel or section is complete. Wr 3.8.5.1 Consolidate concrete during placement operations so concrete is thoroughly worked around reinforcement and other embedded items and into corners. 3.8.5.2 Maintain reinforcement in position on chairs during concrete placement. 3.8.5.3 Screed slab surfaces with a straightedge and strike off to correct elevations. 3.8.5.4 Slope surfaces uniformly to drains where required. 3.8.5.5 Begin initial floating using bull floats or darbies to form a uniform and open-textured surface plane, before excess bleedwater appears on the surface. Do not further disturb slab surfaces before starting finishing operations. 3.8.6 Cold-Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures. No 3.8.6.1 When average high and low temperature is expected to fall below 40 deg F for three successive days, maintain delivered concrete mixture temperature within the temperature range required by ACI 301. 3.8.6.2 Do not use frozen materials or materials containing ice or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. 3.8.6.3 Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in mixture designs. rwr 3.8.7 Hot-Weather Placement: Comply with ACI 301 and as follows: BLRB ARCHITECTS 04/02/13 Eli TACOMA,WASHINGTON PAGE: 033000- 14 ■r sir MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE ail 3.8.7.1 Maintain concrete temperature below 90 deg F at time of placement. Chilled mixing water ma or chopped ice may be used to control temperature, provided water equivalent of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option. rr 3.8.7.2 Fog-spray forms, steel reinforcement, and subgrade just before placing concrete. Keep subgrade uniformly moist without standing water, soft spots, or dry areas. "" 3.9 FINISHING FORMED SURFACES 3.9.1 Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in err an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities. 3.9.1.1 Apply to concrete surfaces exposed to public view, 3.9.2 Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces, unless otherwise indicated. IN 3.10 FINISHING FLOORS AND SLABS 3.10.1 General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces. 3.10.2 Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or dill inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots. Repeat float passes and restraightening until surface is left with a uniform, smooth, granular texture. rr 3.10.2.1 Apply float finish to surfaces indicated. 3.10.3 Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or power-driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks and uniform in texture and appearance. Grind smooth any surface defects that would telegraph through applied coatings or floor coverings. 3.10.3.1 Apply a trowel finish to surfaces indicated. 3.10.3.2 Finish surfaces to the following tolerances, according to ASTM E 1155, for a randomly trafficked floor surface: 3.10.3.2.1 Concealed Concrete with applied finish: Specified overall values of flatness, F(F) 30; and of levelness, F(L) 20; with minimum local values of flatness, F(F) 24; and of levelness, F(L) 15; for suspended slabs. 3.10.3.2.2 Exposed Concrete Slab Finish: Specified overall values of flatness, F(F) 45; and of "o levelness,F(L)35;with minimum local values of flatness, F(F) 30;and of levelness,F(L)24. rrr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 15 rr� MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE WI 3.10.3.3 Minimum Tolerance for Wood (stage or athletic) Flooring: Finish and measure surface so gap at any point between concrete surface and an unleveled, freestanding, 10-foot- long straightedge , „ resting on 2 high spots and placed anywhere on the surface does not exceed 1/8-inch in 10 ft. Si 3.11 EARLY-ENTRY DRY SAWN JOINTS 3.11.1 Control Joints in Slabs: Sawcut floors 0 to 2 hours after final troweling using Soff-Cut International Model #280, or approved, saw with 5-1/2 inch blade. Cut 1/8 inch wide by 1 inch to 1-3/16 inch deep joints, per manufacturer's instructions. Extend sawcuts to edge of slabs at obstructions by tooling to same configuration as sawcut. Form panels of patterns indicated or, if not indicated, locate joints at 15 feet o.c. maximum for unexposed slabs and 12 feet o.c. for exposed slabs, and with joint at each grid line. Obtain Architect's approval of joint layout by submittal approval process prior to concrete pour. Control joint inserts may be used in lieu of sawcuts only for concealed joints. Conventional(hard) sawcutting is not permitted. Other control joint methods are subject to Architect's written approval. go 3.11.1.1 Rejection: Joint construction that is not in compliance with the above will be grounds for Architect's rejection of Work. Slab, gravel raveling, or aggregate spalling will not be acceptable at joints exposed to view. Late cutting of control joints in exposed slabs will be grounds for rejection of slab work. NE 3.12 MISCELLANEOUS CONCRETE ITEMS 3.12.1 Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in-place construction. Provide other miscellaneous concrete filling indicated or required to complete the Work. 3.13 CONCRETE PROTECTING AND CURING 3.13.1 General: Protect freshly placed concrete from premature drying and excessive cold or hot et temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during curing. so 3.13.2 Formed Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If removing forms before end of curing period, continue curing for the remainder of the curing period. 3.13.3 Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces, including floors and slabs,concrete floor toppings, and other surfaces. row 3.13.4 Cure concrete according to ACI 308.1,by one or a combination of the following methods: 3.13.4.1 Moisture (wet) Curing Exposed to View Concrete slabs: Keep concrete surface wit continuously wet, for 7 consecutive days meeting referenced standards, by covering with water at exposed to view concrete slabs regardless of the finish specified. Provide one or combination of the following curing methods in compliance with Reference Standards. N. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 16 MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE 3.13.4.1.1 Moisture Curing: Keep surfaces continuously moist for not less than seven days with .■ the following materials: 3.13.4.1.1.1 Water. a. 3.13.4.1.1.2 Continuous water-fog spray. 3.13.4.1.1.3 Absorptive cover, water saturated, and kept continuously wet. Cover concrete surfaces and edges with 12-inch lap over adjacent absorptive covers. 3.13.4.1.2 Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining err cover for curing concrete, placed in widest practicable width, with sides and ends lapped at least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven days. Immediately repair any holes or tears during curing period using cover material and waterproof tape. 3.13.4.1.2.1 Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive floor coverings. Air 3.13.4.1.2.2 Moisture cure or use moisture-retaining covers to cure concrete surfaces to receive penetrating liquid floor treatments. a. 3.13.4.1.2.3 Cure concrete surfaces to receive floor coverings with either a moisture-retaining cover or a curing compound that the manufacturer certifies will not interfere with bonding of floor covering used on Project. rr 3.13.4.2 Standard Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during curing period. 3.13.4.2.1 After curing period has elapsed, remove curing compound without damaging concrete as surfaces by method recommended by curing compound manufacturer unless manufacturer certifies curing compound will not interfere with bonding of floor covering used on Project. 3.14 LIQUID FLOOR TREATMENTS 3.14.1 Penetrating Liquid Floor Treatment: Prepare, apply, and finish penetrating liquid floor treatment according to manufacturer's written instructions. 3.14.1.1 Remove curing compounds, sealers, oil, dirt,laitance, and other contaminants and complete surface repairs. 3.14.1.2 Do not apply to concrete that is less than 28 days' old. 3.14.1.3 Apply liquid until surface is saturated, scrubbing into surface until a gel forms; rewet; and repeat brooming or scrubbing. Rinse with water; remove excess material until surface is dry. Apply a second coat in a similar manner if surface is rough or porous. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 17 MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE No 3.14.2 Sealing Coat: Uniformly apply a continuous sealing coat of curing and sealing compound to hardened concrete by power spray or roller according to manufacturer's written instructions. 3.15 JOINT FILLING 3.15.1 Prepare, clean, and install joint filler according to manufacturer's written instructions. 3.15.1.1 Defer joint filling until concrete has aged at least one month(s). Do not fill joints until construction traffic has permanently ceased. 3.15.2 Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of joint clean and dry. 3.15.3 Install semirigid joint filler full depth in saw-cut joints and at least 2 inches deep in formed joints. Overfill joint and trim joint filler flush with top of joint after hardening. 3.16 FIELD QUALITY CONTROL 3.16.1 Testing and Inspecting: Contractor will engage a qualified testing and inspecting agency to perform field tests and inspections and prepare test reports(other than specified inspections). 3.16.2 Inspections: 3.16.2.1 Steel reinforcement placement. 3.16.2.2 Steel reinforcement welding. 3.16.2.3 Headed bolts and studs. 3.16.2.4 Verification of use of required design mixture. 3.16.2.5 Concrete placement, including conveying and depositing. 3.16.2.6 Curing procedures and maintenance of curing temperature. "'it 3.16.3 Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: 3.16.3.1 Testing Frequency: Obtain one composite sample for each day's pour of each concrete mixture exceeding 5 cu. yd. , but less than 25 cu. yd., plus one set for each additional 50 cu. yd. or fraction thereof. 3.16.3.1.1 When frequency of testing will provide fewer than five compressive-strength tests for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used. as BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 18 MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE 3.16.3.2 Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, rr but not less than one test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. 3.16.3.3 Air Content: ASTM C 231, pressure method, for normal-weight concrete; ASTM C 173/C 173M, volumetric method, for structural lightweight concrete; one test for each composite sample, but not less than one test for each day's pour of each concrete mixture. 3.16.3.4 Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air temperature is 40 deg F and below and when 80 deg F and above,and one test for each composite sample. vie 3.16.3.5 Compression Test Specimens: ASTM C 31/C 31M. 3.16.3.5.1 Cast and laboratory cure two sets of two standard cylinder specimens for each composite sample. 3.16.3.5.2 3.16.3.6 Compressive-Strength Tests: ASTM C 39/C 39M; test one set of two laboratory-cured specimens at 7 days and one set of two specimens at 28 days. rr 3.16.3.6.1 Test one set of two field-cured specimens at 7 days and one set of two specimens at 28 days. 3.16.3.6.2 A compressive-strength test shall be the average compressive strength from a set of two to specimens obtained from same composite sample and tested at age indicated. 3.16.3.7 Strength of each concrete mixture will be satisfactory if every average of any three consecutive compressive-strength tests equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi. did 3.16.3.8 Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests. 3.16.3.9 Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete. 3.16.3.10 Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect. Testing and inspecting agency may conduct tests to as determine adequacy of concrete by cored cylinders complying with ASTM C 42/C 42M or by other methods as directed by Architect. 3.16.3.11 Additional testing and inspecting, at Contractor's expense, will be performed to determine die compliance of replaced or additional work with specified requirements. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000- 19 ow rio MEADOW CREST PLAYGROUND SECTION 033000 PROJECT NO. 11.12.116 CAST-IN-PLACE CONCRETE arri 3.16.3.12 Correct deficiencies in the Work that test reports and inspections indicate dos not comply with the Contract Documents. rrn 3.16.4 Measure floor and slab flatness and levelness according to ASTM E 1155 within 24 hours of finishing. Report results to Architect. END OF SECTION 033000 ■r rw No err ■r WM rr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 033000-20 sir MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. Aft 1_2 SUMMARY 1.2.1 This Section includes unit masonry assemblies consisting of the following: 1.2.1.1 Concrete masonry units(CMU). 1.2.1.2 Mortar and grout. 1.2.1.3 Reinforcing steel. 1.2.1.4 Masonry joint reinforcement. 1.2.1.5 Ties and anchors. 1.2.1.6 Embedded flashing. 1.2.1.7 Miscellaneous masonry accessories. ■r 1.2.2 Related Sections include the following: 1.2.2.1 Division 05 Section"Metal Fabrications" for non-structural iron and steel shapes including lintels. 1.2.2.2 Division 07 Section "Bituminous Dampproofing" for dampproofing applied to cavity face of backup wythes of cavity walls. 1.2.2.3 Division 07 Section "Sheet Metal Flashing and Trim" for exposed sheet metal flashing. 1.2.2.4 Division 07 Section "Joint Sealants" for sealing control and expansion joints in unit masonry. 1.2.2.5 Division 08 Section "Hollow Metal Doors and Frames" for standard and custom hollow metal doors, relite and window frames. 1.2.2.6 Division 09 Section"Graffiti Resistant Coatings"for graffiti resistant coatings applied over previously applied Division 07 Section"Water Repellents"coating. 1.2.2.7 Division 22 for Plumbing. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000- 1 Aummisommiargimmemir MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY • 1.2.2.8 Division 26 for Electrical. Orr 1.2.3 Products installed,but not furnished,under this Section include the following: 1.2.3.1 Galvanized Steel lintels for unit masonry, furnished under Division 05 Section "Metal Fabrications." 1.2.3.2 Manufactured reglets in masonry joints for metal flashing, furnished under Division°07 Section"Sheet Metal Flashing and Trim." 1.3 DEFINITIONS 1.3.1 Reinforced Masonry: Masonry containing reinforcing steel in grouted cells. NIN 1.4 PERFORMANCE REQUIREMENTS 1.4.1 Provide structural unit masonry that develops indicated net-area compressive strengths(fm) 1500 err psi at 28 days. 1.4.2 Determine net-area compressive strength (fm) of masonry from average net-area compressive nr strengths of masonry units and mortar types (unit-strength method) according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602. 1.4.3 Determine net-area compressive strength (fm) of masonry by testing masonry prisms according NW to ASTM C 1314. 1.5 SUBMITTALS 1.5.1 Product Data: For each type of product indicated. 1.5.2 Shop Drawings: For the following: 1.5.2.1 Masonry Units: Show sizes,profiles,coursing, and locations of special shapes. 1.5.2.2 Reinforcing Steel: Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, "Details and Detailing of Concrete Reinforcement." Show elevations of NE reinforced walls. 1.5.2.3 Fabricated Flashing: Detail corner units,end-dam units, and other special applications. .r 1.5.3 Coordination Drawings: See Division 01 Section"Project Management and Coordination". 1.5.3.1 Submit for reinforcing detailing fabrication, bending, and placement of unit masonry reinforcing bars. 1.5.3.2 Comply with ACI 315 "Details and Detailing of Concrete Reinforcing" showing bar schedules, stirrup spacing, diagrams of bent bars, and arrangement of masonry reinforcement. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000—2 rr MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY Include plans, elevations and details indicated profile, quantities, lengths, connections, and interfacing mor with other trades. 1.5.3.3 Submit complete elevations of masonry walls. Show horizontal and vertical reinforcing with special reinforcement at lintels and jambs of doors, windows, mechanical openings, and ma elsewhere as indicated. 1.5.4 Samples for Initial Selection: For the following: 1.5.4.1 Decorative concrete masonry units, in the form of small-scale units. �., 1.5.4.2 Weep holes/vents. 1.5.5 Samples for Verification: For each type and color of the following: 1.5.5.1 Color and Texture Verification: of Exposed Decorative concrete masonry units will be required for CMU color match to existing "The Early Learning Center". 1.5.5.2 Pre-faced concrete masonry units. 1.5.5.3 Weep holes/vents. wr 1.5.5.4 Accessories embedded in masonry. 1.5.6 List of Materials Used in Constructing Mockups: List generic product names together with mar manufacturers, manufacturers' product names, model numbers, lot numbers, batch numbers, source of supply, and other information as required to identify materials used. Include mix proportions for mortar and grout and source of aggregates. rr 1.5.6.1 Submittal is for information only. Neither receipt of list nor approval of mockup constitutes approval of deviations from the Contract Documents unless such deviations are specifically brought to the attention of Architect and approved in writing. 1.5.7 Qualification Data: For testing agency. 1.5.8 Material Certificates: Include statements of material properties indicating compliance with requirements including compliance with standards and type designations within standards. Provide for each type and size of the following: rr 1.5.8.1 Masonry units. or 1.5.8.1.1 Include material test reports substantiating compliance with requirements. 1.5.8.1.2 For masonry units used in structural masonry, include data and calculations establishing average net-area compressive strength of units. 1.5.8.2 Cementitious materials. Include brand,type,and name of manufacturer. 1.5.8.3 Preblended,dry mortar mixes. Include description of type and proportions of ingredients. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000—3 sir OW MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY wo 1.5.8.4 Grout mixes. Include description of type and proportions of ingredients. 1.5.8.5 Reinforcing bars. 1.5.8.6 Joint reinforcement. 1.5.8.7 Anchors,ties, and metal accessories. 1.5.9 Mix Designs: For each type of mortar and grout. Include description of type and proportions of ingredients. 1.5.9.1 Include test reports, per ASTM C 780 for mortar mixes required to comply with property specification. 1.5.9.2 Include test reports, per ASTM C 1019 for grout mixes required to comply with compressive strength requirement. 1.5.10 Statement of Compressive Strength of Masonry: For each combination of masonry unit type and mortar type, provide statement of average net-area compressive strength of masonry units, mortar type, and resulting net-area compressive strength of masonry determined according to Tables 1 and 2 in ACI 530.1/ASCE 6/TMS 602 . r 1.5.11 Cold-Weather Procedures: Detailed description of methods, materials, and equipment to be used to comply with cold-weather requirements. 1.6 OUALITY ASSURANCE 1.6.1 Unit Masonry Standard: Comply with latest applicable non-conflicting provisions of ACI 530.1/ASCE 6 "Specifications for Masonry Structures," except exclude Sections 1.4 and 1.7; Parts 2.1.2, 3.1.2, and 4.1.2; and Articles 1.5.1.2, 1.5.1.3, 2.1.1.1, 2.1.1.2, and 2.3.3.9 and modify Article 2.1.1.4 by deleting requirement for installing vent pipes and conduits built into masonry. Comply with applicable r, non-conflicting provisions of MIW, "Northwest Masonry Guide." 1.6.1.1 Other Standards: 1.6.1.1.1 Northwest Concrete Masonry Association 1.6.1.1.2 Masonry Institute of Washington 1.6.2 Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through one source from a single manufacturer for each product required. 1.6.3 Preconstruction Testing Service: Owner will engage a qualified independent testing agency to perform preconstruction testing indicated below. Payment for these services will be made by Owner. Retesting of materials that fail to meet specified requirements shall be done at Contractor's expense. 1.6.3.1 Concrete Masonry Unit Test: For each type of unit required,per ASTM C 140. BLRB ARCHITECTS 04/02/13 Nib TACOMA,WASHINGTON PAGE: 042000-4 wr air MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY rr 1.6.3.2 Mortar Test(Property Specification): For each mix required, per ASTM C 780. a. 1.6.3.3 Grout Test(Compressive Strength): For each mix required,per ASTM C 1019. 1.6.3.4 Prism Test: For each type of construction required,per ASTM C 1314. 1.6.4 Sample Panels: Build sample panels to verify selections made under sample submittals and to demonstrate aesthetic effects for color and textural match to existing conditions. Comply with "" requirements in Division 01 Section"Quality Requirements" for mockups. 1.6.4.1 Build sample panels for each type of exposed unit masonry construction, typical exterior - and interior walls, in sizes approximately 48 inches long by 48 inches high by full thickness. 1.6.4.2 Clean one-half of exposed faces of panels with masonry cleaner indicated. 1.6.4.3 Protect approved sample panels from the elements with weather-resistant membrane. 1.6.4.4 Provide water repellant coating to sample panel to show final color. 1.6.4.5 Approval of sample panels is for color,texture, and blending of masonry units; relationship of mortar and sealant colors to masonry unit colors; tooling of joints; aesthetic qualities of so workmanship; and other material and construction qualities specifically approved by Architect in writing. 1.6.4.5.1 Approval of sample panels does not constitute approval of deviations from the Contract Documents contained in sample panels unless such deviations are specifically approved by Architect in writing. 1.6.5 Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section"Project Management and Coordination." 1.6.6 Masonry Contractor: Certified Member in good standing with the Washington State Conference of Mason Contractors (WSMC) or as accepted by Architect prior to bid date. Other installers who meet or exceed quality assurance and qualifications criteria of WSCMC may submit bid upon acceptance by Architect. lag 1_7 DELIVERY, STORAGE,AND HANDLING 1.7.1 Store masonry units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until they are dry. 1.7.2 Store cementitious materials on elevated platforms, under cover, and in a dry location. Do not use cementitious materials that have become damp. 1.7.3 Store aggregates where grading and other required characteristics can be maintained and contamination avoided. rr siii BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000-5 411111111116. rrr MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY 1.7.4 Deliver preblended, dry mortar mix in moisture-resistant containers designed for lifting and emptying into dispensing silo. Store preblended, dry mortar mix in delivery containers on elevated ink platforms,under cover, and in a dry location or in a metal dispensing silo with weatherproof cover. 1.7.5 Store masonry accessories, including metal items, to prevent corrosion and accumulation of dirt and oil. 1.8 PROJECT CONDITIONS 1.8.1 Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. 1.8.1.1 Extend cover a minimum of 24 inches down both sides and hold cover securely in place. 1.8.1.2 Wet Weather Protection: In addition to the above specified weather protection for work-in- place and protection at end of day, provide water-resistant barrier over Work area and scaffolding to allow work during rainy weather. Barrier shall be sized to protect Work, workers, and materials from .r moisture during assembly. 1.8.1.2.1 Barrier: Designed by Contractor to provide safe, dry, and sufficient working area to r�r enable masonry construction to proceed in spite of rainy weather. Provide barrier that is reusable and has scrim reinforcement to resist tearing and product shall allow restaging for reuse. 1.8.2 Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout,mortar, and soil that come in contact with such masonry. 1.8.2.1 Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface. 1.8.2.2 Protect sills,ledges,and projections from mortar droppings. rim 1.8.2.3 Protect surfaces of window and door frames, as well as similar products with painted and integral finishes, from mortar droppings. 1111 1.8.2.4 Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry. r■ 1.8.3 Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE ran 6/TMS 602. 1.8.3.1 Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40 deg ima F and above and will remain so until masonry has dried, but not less than 7 days after completing cleaning. 1.8.4 Hot-Weather Requirements: Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. BLRB ARCHITECTS 04/02/13 + � TACOMA,WASHINGTON PAGE: 042000-6 rrt §11110 MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY PART 2 -PRODUCTS 2_1 MANUFACTURERS 2.1.1 In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: 2.1.1.1 Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include,but are not limited to,products specified. rir 2.1.1.2 Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, manufacturers specified. 2_2 MASONRY UNITS, GENERAL 2.2.1 Defective Units: Referenced masonry unit standards may allow a certain percentage of units to exceed tolerances and to contain chips, cracks, warpage, or other defects exceeding limits stated in the standard. Do not uses units where such defects, including dimensions that vary from specified dimensions by more than stated tolerances, will be exposed in the completed Work or will impair the quality of completed masonry. 2.3 CONCRETE MASONRY UNITS(CMU) 2.3.1 Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into Work include following: 2.3.1.1 Mutual Materials. �r. 2.3.1.2 Basalite. 2.3.1.3 Or Approved. 2.3.2 Shapes: Provide shapes indicated and as follows: JO 2.3.2.1 Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, solid CMU cap, and other special conditions. ,rr 2.3.2.2 Provide square-edged units for outside corners,unless otherwise indicated. 2.3.3 Integral Water Repellent: Provide units made with integral water repellent for exterior exposed units. Igo 2.3.3.1 Integral Water Repellent: Liquid polymeric, integral water-repellent admixture that does not reduce flexural bond strength. Units made with integral water repellent, when tested as a wall di" assembly made with mortar containing integral water-repellent manufacturer's mortar additive BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000-7 MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY according to ASTM E 514, with test period extended to 24 hours, show no visible water or leaks on the back of test specimen. irn 2.3.3.1.1 Products: Addiment Incorporated;Block Plus W-10. Grace Construction Products,a unit of W.R. Grace&Co. -Conn.; Dry-Block. Master Builders,Inc.;Rheopel. Basalite, J-4P Repel Aid or approved 2.3.4 Concrete Masonry Units: ASTM C 90. 2.3.4.1 Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 1900 psi. 2.3.4.2 Weight Classification: Medium weight. oat 2.3.4.3 Size(Width): Manufactured to dimensions 3/8 inch less than nominal dimensions. 2.3.5 Manufactured Accent Units: Pre-manufactured concrete masonry unit shapes. ASTM C 90. 2.3.5.1 Provide units produced with naturally colored limestone aggregates. 2.3.5.2 Weight Classification: Normal weight ' 2.3.5.3 Provide units with minimum average net-area compressive strength of 5500 psi. rir 2.3.5.5 Sizes,Colors,Texture, and Percentage: (Nominal sizes D x H x L) 2.3.5.5.1 Type 1: 8D x 6H x 16L Mutual Materials"Charcoal"with smooth-faced finish. rr� 2.3.5.5.2 Type 2: Blend—8D x 8H x 16L, Color, Texture and Percentage: 2.3.5.5.2.1 Color 1: Smooth-faced finish—45 percent lor 2.3.5.5.2.1.1 Mutual Materials"Sandstone" 2.3.5.5.2.1.2 Basalite"Cream" 2.3.5.5.2.2 Color 2: Ground-faced finish—40 percent. 2.3.5.5.2.2.1 Mutual Materials"Sandstone" 2.3.5.5.2.2.2 Basalite"Cream" imi BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000-8 to an MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY 2.3.5.5.2.3 Color 3: Ground-faced finish— 15 percent. r 2.3.5.5.2.3.1 Mutual Materials "Mesa Tan" 2.3.5.5.2.3.2 Basalite"Khaki" aim 2A MORTAR AND GROUT MATERIALS Ali 2.4.1 Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated. 2.4.2 Hydrated Lime: ASTM C 207,Type S. 2.4.3 Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or Type III, and hydrated lime complyingwith ASTM C 207,Type S. YP YP Y YP 2.4.4 Colored Cement Product: Packaged blend made from portland cement and lime and mortar pigments, all complying with specified requirements, and containing no other ingredients. 2.4.4.1 Formulate blend as required to produce color indicated or, if not indicated, as selected from manufacturer's standard colors. 2.4.4.2 Pigments shall not exceed 10 percent of portland cement by weight. 1111. 2.4.4.3 Products: 2.4.4.3.1 Colored Portland Cement-Lime Mix: Capital Materials Corporation; Riverton Portland Cement Lime Custom Color. Holcim(US)Inc.;Rainbow Mortamix Custom Color Cement/Lime. Lafarge North America Inc.;Eaglebond. Lehigh Cement Company;Lehigh Custom Color Portland/Lime Cement. Or approved. 2.4.4.3.2 Colored Mortar Cement: Lafarge North America Inc.; Magnolia Superbond Mortar Cement. ovi Or approved. 2.4.5 Aggregate for Mortar: ASTM C 144. 2.4.5.1 For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone. ern 2.4.5.2 For joints less than 1/4 inch thick, use aggregate graded with 100 percent passing the No. 16 sieve. arm 2.4.6 Aggregate for Grout: ASTM C 404. Yi BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000-9 MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY r 2.4.7 Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar of composition indicated. 2.4.7.1 Products: 2.4.7.1.1 Addiment Incorporated;Mortar Kick. 2.4.7.1.2 Euclid Chemical Company(The);Accelguard 80. 2.4.7.1.3 Grace Construction Products, a unit of W. R. Grace&Co. -Conn.;Morset. 2.4.7.1.4 Sonneborn, Div. of ChemRex;Trimix-NCA. 2.4.7.1.5 Or approved. re 2.4.8 Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with concrete masonry units,containing integral water repellent by same manufacturer. 2.4.8.1 Products: 2.4.8.1.1 Addiment Incorporated;Mortar Tite. 2.4.8.1.2 Grace Construction Products, a unit of W. R. Grace & Co. - Conn.; Dry-Block Mortar Admixture. rr► 2.4.8.1.3 Master Builders,Inc.;Rheomix Rheopel. 2.4.8.1.4 Basalite;J-4P Repel Aid. 2.4.8.1.5 Or approved. 2.4.9 Water: Potable. 2.5 REINFORCEMENT 2.5.1 Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M, Grade 60. 2.5.2 Masonry Joint Reinforcement,General: ASTM A 951. 2.5.2.1 Interior Walls: Mill-galvanized,carbon steel. 2.5.2.2 Exterior Walls: Stainless steel. 2.5.2.3 Wire Size for Side Rods: W2.8 or 0.188-inch diameter. 2.5.2.4 Wire Size for Cross Rods: W2.8 or 0.188-inch diameter. 2.5.2.5 Spacing of Cross Rods, Tabs, and Cross Ties: Not more than 16 inches o.c. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000- 10 to MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY 2.5.2.6 Provide in lengths of not less than 10 feet, with prefabricated corner and tee units. or 2.5.3 Masonry Joint Reinforcement for Single-Wythe Masonry: Either ladder or truss type with single pair of side rods. 2.5.3.1 Ladder type with 1 side rod at each face shell of hollow masonry units more than 4 inches in width,plus 2 side rods at each wythe of masonry 4 inches or less in width. 2.5.3.2 Tab type, either ladder or truss design, with 1 side rod at each face shell of backing wythe and with rectangular tabs sized to extend at least halfway through facing wythe but with at least 5/8- inch cover on outside face. 2.5.3.3 Adjustable (two-piece) type, either ladder or truss design, with one side rod at each face shell of backing wythe and with separate ties that extend into facing wythe. Ties have two hooks that .■ engage eyes or slots in reinforcement and resist movement perpendicular to wall. Ties extend at least halfway through facing wythe but with at least 5/8-inch cover on outside face. Ties have hooks or clips to engage a continuous horizontal wire in the facing wythe. 2_6 TIES AND ANCHORS 2.6.1 Materials: Provide ties and anchors specified in subsequent paragraphs that are made from materials that comply with eight subparagraphs below, unless otherwise indicated. 2.6.1.1 Hot-Dip Galvanized, Carbon-Steel Wire: ASTM A 82; with ASTM A 153/A 153M, Class B-2 coating. 2.6.1.2 Stainless-Steel Wire: ASTM A 580/A 580M,Type 304. 2.6.1.3 Galvanized Steel Sheet: ASTM A 653/A 653M,Commercial Steel, G60 zinc coating. 2.6.1.4 Stainless-Steel Sheet: ASTM A 666,Type 304. 2.6.1.5 Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 2.6.1.6 Stainless Steel bars: ASTM A 276 or ASTM a 666, Type 304. 2.6.2 Wire Ties, General: Unless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least 5/8-inch cover on outside face. Outer ends of wires are bent 90 degrees and extend 2 inches parallel to face of veneer. 2.6.3 Individual Wire Ties: Rectangular units with closed ends and not less than 4 inches wide. 2.6.3.1 Z-shaped ties with ends bent 90 degrees to provide hooks not less than 2 inches long may be used for masonry constructed from solid units or hollow units laid with cells horizontal. 2.6.3.2 Where wythes do not align, use adjustable ties with pintle-and-eye connections having a maximum adjustment of 1-1/4 inches. sep BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000- 11 rr U. MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY 2.6.3.3 Wire: Fabricate from 1/4-inch diameter, stainless-steel wire. Mill-galvanized wire ties may be used in interior walls,unless otherwise indicated. Si 2.6.4 Adjustable Anchors for Connecting to Structure: Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall. 2.6.4.1 Anchor Section for Welding to Steel Frame: Crimped 1/4-inch diameter, stainless-steel wire.Mill-galvanized wire may be used at interior walls, unless otherwise indicated. 2.6.4.2 Tie Section for Steel Frame: Triangular-shaped wire tie, sized to extend within 1 inch of masonry face, made from 0.188-inch diameter, hot-dip galvanized steel wire. Mill-galvanized wire may be used at interior walls,unless otherwise indicated. ON 2.6.4.3 Connector Section for Concrete: Dovetail tabs for inserting into dovetail slots in concrete and attached to tie section; formed from 0.109-inch thick, stainless-steel sheet 2.6.4.4 Tie Section for Concrete: Corrugated metal ties with dovetail tabs for inserting into dovetail slots in concrete and sized to extend to within 1 inch of masonry face. 2.6.5 Partition Top anchors: 0.097-inch thick metal plate with 3/8-inch diameter metal rod 6 inches long welded to plate and with closed-end plastic tube fitted over rod that allows rod to move in and out of tube. Fabricate from steel,hot-dip galvanized after fabrication. ran 2.6.6 Rigid Anchors: Fabricate from steel bars 1-1/2 inches wide by 1/4 inch thick by 24 inches long, with ends turned up 2 inches or with cross pins,unless otherwise indicated 2.6.6.1 Corrosion Protection: Hot-dip galvanized to comply with ASTM A 153/A 153M. 2.7 MISCELLANEOUS ANCHORS 2.7.1 Anchor Bolts: L-shaped steel bolts complying with ASTM A 307, Grade A; with ASTM A 563 hex nuts and, where indicated, flat washers; hot-dip galvanized to comply with ASTM A 153/A 153M, Class C;of dimensions indicated. 2.7.2 Postinstalled Anchors: Provide chemical or torque-controlled expansion anchors, with capability to sustain, without failure, a load equal to six times the load imposed when installed in solid or grouted unit masonry and equal to four times the load imposed when installed in concrete, as determined by testing per ASTM E 488 conducted by a qualified independent testing agency. 2.7.2.1 Corrosion Protection: Stainless-steel components complying with ASTM F 593 and ASTM F 594, Alloy Group 1 or 2 for bolts and nuts; ASTM A 666 or ASTM A 276, Type 304 or 316, for anchors. 2.8 EMBEDDED FLASHING MATERIALS No 2.8.1 Metal Flashing: Provide metal flashing, where flashing is exposed or partly exposed and where indicated, complying with SMACNA's "Architectural Sheet Metal Manual and" and as follows: lei BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000- 12 MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY 2.8.1.1 Stainless Steel: ASTM A 240/A 240M, Type 304, 0.016 inch thick. Aggi 2.8.1.2 Copper: ASTM B 370, Temper HOO or HO1, cold-rolled copper sheet, 10-oz./sq. ft. weight or 0.0135 inch thick for fully concealed flashing; 16-oz./sq. ft. weight or 0.0216 inch thick elsewhere. 2.8.1.3 Fabricate continuous flashings in sections 96 inches long minimum, but not exceeding 12 feet. Provide splice plates at joints of formed, smooth metal flashing. 2.8.1.3.1 Concealed Flashing Metal Support: of concealed flashing in wall cavity, use 12 ga. stainless steel flashing continuous to span cavity under flexible rubberized asphaltic flashing. Use hemmed edges to prevent tearing of flashing and provide depth of the wall plus 3 inches of a turned-up fastening leg installed to wall to support flexible flashing. Install prior to flexible flashing to provide structural support of flashing. 2.8.1.4 Composite Membrane Copper Flashing: 7-oz./sq. ft. copper sheet coated with flexible polyethelyne film asphalt-free. Use only where flashing is fully concealed in masonry. Hohmann&Barnard,Inc.;H&B Copper-Flex Flashing. Or approved. 2.8.1.5 Fabricate through-wall flashing with snap-lock receiver on exterior face where indicated to err receive counter flashing. 2.8.2 Adhesives, Primers, and Seam Tapes for Flashings: Flashing manufacturer's standard products or Ail products recommended by flashing manufacturer for bonding flashing sheets to each other and to substrates. 2_9 MISCELLANEOUS MASONRY ACCESSORIES 2.9.1 Compressible Filler: Premolded filler strips complying with ASTM D 1056, Grade 2A1; is compressible up to 35 percent; of width and thickness indicated; formulated from neoprene. 2.9.2 Preformed Control-Joint Gaskets: Made from styrene-butadiene-rubber compound, complying with ASTM D 2000, Designation M2AA-805 and designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. 2.9.3 Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with ASTM D 226,Type I(No. 15 asphalt felt). 2.9.4 Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning masonry .w unit cells with loops for holding reinforcing bars in center of cells. Units are formed from 0.142-inch steel wire, hot-dip galvanized after fabrication. Provide units with either two loops or four loops as needed for number of bars indicated. arrr 2.9.4.1 Products: 2.9.4.1.1 Dayton Superior Corporation,Dur-O-Wal Division;D/A 810,D/A 812 or D/A 817. 2.9.4.1.2 Heckmann Building Products Inc.;No. 376 Rebar Positioner. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000- 13 rr MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY N, 2.9.4.1.3 Hohmann&Barnard,Inc.; #RB or#RB-Twin Rebar Positioner. IN 2.9.4.1.4 Wire-Bond;0-Ring or Double 0-Ring Rebar Positioner. 2.9.4.1.5 Or approved. 2.10 MASONRY CLEANERS 2.10.1 Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry without discoloring or damaging masonry surfaces. Use product expressly approved for intended use by cleaner NM manufacturer and manufacturer of masonry units being cleaned. 2.10.1.1 Manufacturers: N, 2.10.1.1.1 Diedrich Technologies,Inc. 2.10.1.1.2 ProSoCo,Inc.- "Sure Klean"No. 600 Detergent so 2.10.1.1.3 Fabrikem Manufacturing,LTD, "Masonry Cleaner," Is 2.10.1.1.4 Or approved. 2.10.1.2 Interior Masonry Cleaner: Prosoco, Inc. Enviro Klean, "Safety Klean", no other substitution allowed except by written approval of Architect. am 2.10.1.3 Masonry Cleaner for Concrete Unit Masonry: For natural and light-colored CMU,provide: IN 2.10.1.3.1 Fabrikem's Masonry Cleaner,Type L. 2.10.1.3.2 Prosoco ,Custom Masonry Cleaner .rt 2.10.1.3.3 Or approved. me 2.11 MORTAR AND GROUT MIXES 2.11.1 General: Do not use admixtures, including pigments, air-entraining agents, accelerators, urn retarders,water-repellent agents,antifreeze compounds, or other admixtures, unless otherwise indicated. 2.11.1.1 Do not use calcium chloride in mortar or grout. UN 2.11.1.2 Limit cementitious materials in mortar to portland cement,and lime. 2.11.1.3 Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to view, regardless of weather conditions,to ensure that mortar color is consistent. Ni BLRB ARCHITECTS 04/02/13 urn TACOMA,WASHINGTON PAGE: 042000- 14 Ni MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY 2.11.2 Mortar for Unit Masonry: Comply with ASTM C 270 and BIA Technical Notes 8A, Proprietary Specification. Provide the following types of mortar for applications stated unless another type is indicated or needed to provide required compressive strength of masonry. 2.11.2.1 For masonry below grade or in contact with earth, use Type S. 2.11.2.2 For reinforced masonry,use Type S. 0" 2.11.2.3 For mortar parge coats,use Type S. 2.11.3 Grout for Unit Masonry: Comply with ASTM C 476. din 2.11.3.1 Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse)that will comply with Table 1.15.1 in ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and pour height. 2.11.3.2 Provide grout with a slump of 8 to 11 inches as measured according to ASTM C 143/C 143M. rr 2.12 SOURCE QUALITY CONTROL 2.12.1 Owner will engage a qualified independent testing agency to perform source quality-control testing indicated below: 2.12.1.1 Payment for these services will be made by Owner. 2.12.1.2 Retesting of materials failing to comply with specified requirements shall be done at °'" Contractor's expense. 2.12.2 Concrete Masonry Unit Test: For each type of unit furnished,per ASTM C 140. PART 3 -EXECUTION 3.1 EXAMINATION 3.1.1 Examine conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. am 3.1.1.1 For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of work. 3.1.1.2 Verify that foundations are within tolerances specified. tee 3.1.1.3 Verify that reinforcing dowels are properly placed. 3.1.2 Before installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping connections. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000- 15 rr MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY err 3.1.3 Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION,GENERAL 3.2.1 Thickness: Build cavity and composite walls and other masonry construction to full thickness shown. Build single-wythe walls to actual widths of masonry units,using units of widths indicated. 3.2.2 Build chases and recesses to accommodate items specified in this and other Sections. 3.2.3 Leave openings for equipment to be installed before completing masonry. After installing equipment,complete masonry to match the construction immediately adjacent to opening. 3.2.4 Use full-size units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and,where possible,cut edges concealed. 3.2.5 Select and arrange units for exposed unit masonry to produce a uniform blend of colors and al textures. 3.2.5.1 Mix units from several pallets or cubes as they are placed. rr 3.2.6 Comply with construction tolerances in ACI 530.1/ASCE 6/TMS 602 and with the following: 3.2.6.1 For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints,do not vary from plumb by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum. 3.2.6.2 For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet, or 1/2 inch maximum. 3.2.6.3 For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet,or 1/2 inch maximum. 3.2.6.4 For exposed bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch, with a maximum thickness limited to 1/2 inch. Do not vary from bed joint thickness of adjacent courses by more than 1/8 inch. 3.2.6.5 For exposed head joints, do not vary from thickness indicated by more than plus or minus 1/8 inch. Do not vary from adjacent bed joint and head joint thicknesses by more than 1/8 inch. 3.2.6.6 For faces of adjacent exposed masonry units, do not vary from flush alignment by more than 1/16 inch except due to warpage of masonry units within tolerances specified for warpage of units. 3.2.6.7 For exposed bed joints and head joints of stacked bond, do not vary from a straight line by more than 1/16 inch from one masonry unit to the next. ■r BLRB ARCHITECTS 04/02/13 ea TACOMA,WASHINGTON PAGE: 042000- 16 sou MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY 3_3 LAYING MASONRY WALLS 3.3.1 Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units,particularly at corners,jambs, and,where possible, at other locations. 410 3.3.2 Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in bond pattern indicated on Drawings; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs. 3.3.3 Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less it than 4-inches. Bond and interlock each course of each wythe at corners. Do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs. 3.3.4 Stopping and Resuming Work: Stop work by racking back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces that are to receive mortar, remove loose masonry units and mortar,before laying fresh masonry. 3.3.5 Built-in Work: As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items. AO 3.3.6 Fill space between steel frames and masonry solidly with mortar, unless otherwise indicated. 3.3.7 Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath,wire mesh,or plastic mesh in the joint below and rod mortar or grout into core. 3.3.8 Fill cores in hollow concrete masonry units with grout solid.. 3_4 MORTAR BEDDING AND JOINTING 3.4.1 Lay concrete masonry units as follows: 3.4.1.1 With face shells fully bedded in mortar and with head joints of depth equal to bed joints. 3.4.1.2 With webs fully bedded in mortar in all courses of piers,columns,and pilasters. 3.4.1.3 With webs fully bedded in mortar in grouted masonry, including starting course on footings. 3.4.1.4 With entire units, including areas under cells, fully bedded in mortar at starting course on rtr footings where cells are not grouted. 3.4.2 Lay solid masonry units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints and shove into place. Do not deeply furrow bed joints or slush head joints. 3.4.2.1 Lay vertical-cell units with full head joints, unless otherwise indicated. Provide bed joints with full mortar coverage on face shells and webs. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000- 17 �rrrrrr rw MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY trr 3.4.2.2 Lay horizontal-cell units with full bed joints, unless otherwise indicated. Keep drainage channels, if any, free of mortar. Form head joints with sufficient mortar so excess will be squeezed out as units are placed in position. Butter both sides of units to be placed, or butter one side of unit already in place and one side of unit to be placed. 3.4.2.3 Maintain joint thicknesses indicated except for minor variations required to maintain bond MO alignment. If not indicated,lay walls with 1/4-to 3/8-inch thick joints. 3.4.3 Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint imp thickness,unless otherwise indicated. 3.4.4 Cut joints flush for masonry walls to receive plaster or other direct-applied finishes (other than paint),unless otherwise indicated. 3.5 MASONRY JOINT REINFORCEMENT 3.5.1 General: Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches. 3.5.1.1 Space reinforcement as indicated by Structural General Notes. ow 3.5.2 Interrupt joint reinforcement at control and expansion joints,unless otherwise indicated. 3.5.3 Provide continuity at wall intersections by using prefabricated T-shaped units. 3.5.4 Provide continuity at corners by using prefabricated L-shaped units. 3.5.5 Cut and bend reinforcing units as directed by manufacturer for continuity at corners, returns, + ► offsets, column fireproofing,pipe enclosures,and other special conditions. 3.6 ANCHORING MASONRY TO STRUCTURAL MEMBERS 3.6.1 Anchor masonry to structural members where masonry abuts or faces structural members to comply with the following: 3.6.1.1 Provide an open space not less than 1/2 inch in width between masonry and structural member,unless otherwise indicated. Keep open space free of mortar and other rigid materials. 3.6.1.2 Anchor masonry to structural members with anchors embedded in masonry joints and attached to structure. Sri 3.6.1.3 Space anchors as indicated, but not more than 24 inches o.c. vertically and 36 inches o.c. horizontally. 3.7 CONTROL AND EXPANSION JOINTS moo BLRB ARCHITECTS 04/02/13 11111 TACOMA,WASHINGTON PAGE: 042000- 18 wr MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY ma 3.7.1 General: Install control and expansion joint materials in unit masonry as masonry progresses. Do not allow materials to span control and expansion joints without provision to allow for in-plane wall or partition movement. 3.7.2 Form control joints in concrete masonry using one of the following methods: AO 3.7.2.1 Install preformed control joint gaskets designed to fit standard sash block. 3.7.2.2 Install interlocking units designed for control joints. Install bond-breaker strips at joint. Keep head joints free and clear of mortar or rake out joint for application of sealant. rw 3.7.2.3 Install temporary foam-plastic filler in head joints and remove filler when unit masonry is complete for application of sealant. NU 3.7.3 Provide horizontal, pressure-relieving joints by either leaving an air space or inserting a compressible filler of width required for installing sealant and backer rod specified in Division 07 Section "Joint Sealants," but not less than 3/8 inch. 3.7.3.1 Locate horizontal,pressure-relieving joints beneath shelf angles supporting masonry. 3.8 LINTELS 3.8.1 Install Galvanized steel lintels where indicated. Coordinate with Division 05 Section "Metal Fabrications". 3.8.2 Provide minimum bearing indicated by Structural Drawings and General Notes. 3.9 REINFORCED UNIT MASONRY INSTALLATION 3.9.1 Temporary Formwork and Shores: Construct formwork and shores as needed to support reinforced masonry elements during construction. 3.9.1.1 Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry. 3.9.1.2 Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary loads that may be placed on them during construction. 3.9.2 Placing Reinforcement: Comply with requirements in ACI 530.1/ASCE 6/TMS 602. 3.9.3 Grouting: Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure. 3.9.3.1 Comply with requirements in ACI 530.1/ASCE 6/TMS 602 for cleanouts and for grout placement, including minimum grout space and maximum pour height. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000- 19 Sir MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY 3.9.3.2 Limit height of vertical grout pours to not more than 48 inches. 3.10 FIELD QUALITY CONTROL 3.10.1 General: Quality Assurance/ Special Inspection: Refer to Structural General Notes for Testing requirements and reference to IBC requirements. 3.10.2 Inspectors: Owner will engage qualified independent inspectors to perform inspections and prepare reports. Allow inspectors access to scaffolding and work areas, as needed to perform inspections. 3.10.2.1 Place grout only after inspectors have verified compliance of grout spaces and grades, sizes,and locations of reinforcement. 3.10.3 Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections indicated below and prepare test reports: 3.10.3.1 Payment for these services will be made by Owner. ■r 3.10.3.2 Retesting of materials failing to comply with specified requirements shall be done at Contractor's expense. 3.10.4 Testing Frequency: One set of tests for each 5000 sq. ft. of wall area or portion thereof. 3.10.5 Concrete Masonry Unit Test: For each type of unit provided,per ASTM C 140. ar 3.10.6 Mortar Test(Proprietary Specification): For each mix provided, per ASTM C 780. Test mortar for mortar air content and compressive strength. irr 3.10.7 Grout Test(Compressive Strength): For each mix provided,per ASTM C 1019. 3.10.8 Prism Test: For each type of construction provided,per ASTM C 1314 at 7 days and at 28 days. 3.11 REPAIRING,POINTING,AND CLEANING 3.11.1 Remove and replace masonry units that are loose, chipped,broken, stained,or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement. r1° 3.11.2 Pointing: During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated. 3.11.3 In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints. Nit 3.11.4 Final Cleaning: After mortar is thoroughly set and cured,clean exposed masonry as follows: rri► BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000-20 gig MEADOW CREST PLAYGROUND SECTION 042000 PROJECT NO. 11.12.116 UNIT MASONRY 3.11.4.1 Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes .wr or chisels. 3.11.4.2 Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect's approval of sample cleaning before proceeding with cleaning of masonry. 3.11.4.3 Protect adjacent and nonmasonry surfaces from contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tape. 3.11.4.4 Wet wall surfaces with water before applying cleaners; remove cleaners promptly by rinsing surfaces thoroughly with clear water. 3.11.4.5 Clean masonry with a proprietary acidic cleaner applied according to manufacturer's written instructions. AO 3.11.4.6 Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to type of stain on exposed surfaces. tie END OF SECTION 042000 er ;rr Ailli BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 042000-21 MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING PART 1 - GENERAL 11 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract,including General, Supplementary and/or Special Conditions and other Division 01 Specification Sections, apply to this Section. 1_2 SUMMARY 1.2.1 This Section includes the following: 1.2.1.1 Structural steel. 1.2.1.2 Grout. 1.2.2 Related Sections include the following: 1.2.2.1 Division 01 Section "Quality Requirements" for independent testing agency procedures and administrative requirements. 1.2.2.2 Division 05 Section "Metal Fabrications" for steel lintels or shelf angles not attached to structural-steel frame miscellaneous steel fabrications and other metal items not defined as structural steel. 1.3 DEFINITIONS 1.3.1 Structural Steel: Elements of structural-steel frame, as classified by AISC's "Code of Standard Practice for Steel Buildings and Bridges," that support design loads. 1_4 PERFORMANCE REQUIREMENTS ,rr 1.5 SUBMITTALS 1.5.1 Product Data: For each type of product indicated. 1.5.2 Shop Drawings: Show fabrication of structural-steel components. 1.5.2.1 Include details of cuts, connections, splices, camber, holes, and other pertinent data. am 1.5.2.2 Include embedment drawings. ail 1.5.2.3 Indicate welds by standard AWS symbols, distinguishing between shop and field welds, and show size, length, and type of each weld. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 051200- 1 MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING rri 1.5.2.4 Indicate type, size, and length of bolts, distinguishing between shop and field bolts. Identify pretensioned and slip-critical high-strength bolted connections. rw 1.5.3 Welding certificates. 1.5.4 Qualification Data: For Installer and fabricator. 1.5.5 Mill Test Reports: Signed by manufacturers certifying that the following products comply with requirements: wr 1.5.5.1 Structural steel including chemical and physical properties. 1.5.5.2 Bolts,nuts,and washers including mechanical properties and chemical analysis. 1.5.5.3 Shop primers. no 1.5.5.4 Nonshrink grout. 1.5.6 Source quality-control test reports. mit 1.6 QUALITY ASSURANCE 1.6.1 Installers shall demonstrate experience with a minimum of 5 projects of equal or greater complexity completed in the past 10 years. In addition, Installers shall submit signed documentation certifying that all erection will comply with the AISC and AWS Standards referenced herein. - 1.6.2 Fabricators shall demonstrate experience with a minimum of 5 projects of equal or greater complexity completed in the past 10 years. In addition, Fabricators shall submit signed documentation wir certifying that all fabrication will comply with the AISC and AWS Standards referenced herein. 1.6.3 Installer Qualifications: WABO certified welders. 1.6.4 Welding: Qualify procedures and personnel according to AWS D1.1, "Structural Welding Code--Steel" and WABO. rrw 1.6.5 Comply with applicable provisions of the following specifications and documents: 1.6.5.1 AISC's "Code of Standard Practice for Steel Buildings and Bridges." �+ 1.6.5.2 AISC's "Seismic Provisions for Structural Steel Buildings" and"Supplement No. 2." 1.6.5.3 AISC's "Specification for Structural Steel Buildings--Allowable Stress Design and Plastic Design Load and Resistance Factor Design Specification for Structural Steel Buildings." 1.6.5.4 AISC's "Specification for the Design of Steel Hollow Structural Sections." 1.6.5.5 AISC's "Specification for Allowable Stress Design of Single-Angle Members Specification for Load and Resistance Factor Design of Single-Angle Members." • BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 051200-2 or MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING rr 1.6.5.6 RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." ern 1_7 DELIVERY, STORAGE,AND HANDLING 40 1.7.1 Store materials to permit easy access for inspection and identification. Keep steel members off ground and spaced by using pallets, dunnage, or other supports and spacers. Protect steel members and packaged materials from erosion and deterioration. 1.7.1.1 Store fasteners in a protected place. Clean and relubricate bolts and nuts that become dry or rusty before use. 1.7.1.2 Do not store materials on structure in a manner that might cause distortion, damage, or overload to members or supporting structures. Repair or replace damaged materials or structures as directed. 1.8 COORDINATION ■r 1.8.1 Furnish anchorage items to be embedded in or attached to other construction without delaying the Work. Provide setting diagrams, sheet metal templates, instructions, and directions for installation. rr, Provide shop drawings timely to allow for coordination of other trades and Engineering reviews. 1.8.2 Confirm that unprimed steel requiring spray applied fireproofing or other finishes has been addressed by coordination of final shop drawings. See Division 07 sections for information on al fireproofing. PART 2 -PRODUCTS err 2_1 STRUCTURAL-STEEL MATERIALS 2.1.1 W-Shapes: ASTM A 992 2.1.2 Channels, Angles,: ASTM A 36 2.1.3 Plate and Bar: ASTM A 36/ 2.1.4 Cold-Formed Hollow Structural Sections: ASTM A 500, Grade B, structural tubing. 2.1.5 Steel Pipe: ASTM A 53/A 53M, Type E or S, Grade B. 2.1.6 Welding Electrodes: Comply with AWS requirements. 2.2 BOLTS,CONNECTORS,AND ANCHORS err dill BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 051200-3 ,rr wow Est MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING err 2.2.1 High-Strength Bolts,Nuts, and Washers: ASTM A 325, Type 1, heavy hex steel structural bolts; ASTM A 563 heavy hex carbon-steel nuts; and ASTM F 436 hardened carbon-steel washers. 2.2.1.1 Finish: Plain. 2.2.1.2 Direct-Tension Indicators: ASTM F 959,Type 325 compressible-washer type. 2.2.1.2.1 Finish: Plain w 2.2.2 Clevises Turnbuckles: ASTM A 108, Grade 1035, cold-finished carbon steel. 2.2.3 Eye Bolts and Nuts: ASTM A 108,Grade 1030, cold-finished carbon steel. 2.2.4 Sleeve Nuts: ASTM A 108,Grade 1018,cold-finished carbon steel. 2.3 PRIMER 2.3.1 Steel Primer: Steel Primer Paint: Provide shop applied zinc-rich epoxy primer; Tnemec series err 90-97;Tnemec series 394 Perime-Prime;ICI Devoe coatings, Catha-Coat 313 or approved. 2.3.1.1 Zinc-Rich Primer: Comply with SSPC-Paint 20 or SSPC-Paint 29 and compatible with topcoat. 2.3.1.2 Thickness: DFT-2.0 to 2.5 mils for each coat. 2.3.1.3 Full Coverage: at all edges,corners, and exposed surfaces. 2.3.1.4 Use Primer with VOC content of 420 g/L(3.5 lb/gal.)or less when calculated according to 40 rr CFR 59, Subpart D(EPA Method 24). 2.3.2 Galvanizing Repair Paint: MPI#18,MPI#19, or SSPC-Paint 20 ASTM A 780. 2_4 GROUT lilt 2.4.1 Cement Grout: Portland cement,ASTM C 150,Type I;and clean,natural sand,ASTM C 404,Size No. 2. Mix at ratio of 1 part cement to 3.0 parts sand, by volume, with minimum water required for placement and hydration. Ilk 2.4.2 Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107,factory-packaged,nonmetallic aggregate grout,noncorrosive,nonstaining,mixed with water to consistency suitable for application and a 30-minute at working time. 2.4.2.1 Manufacturer: Subject to compliance with requirements,provide following or approved: 2.4.2.1.1 Masterflow 555,Master Builders. 2.4.2.1.2 Or approved. .r BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 051200-4 iirr rr MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING 2_5 FABRICATION rr 2.5.1 Structural Steel: Fabricate and assemble in shop to greatest extent possible. Fabricate according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and AISC's "Specification for Structural Steel Buildings--Allowable Stress Design and Plastic Design and Load and Resistance Factor Design Specification for Structural Steel Buildings." r�r 2.5.1.1 Camber structural-steel members where indicated. 2.5.1.2 Identify high-strength structural steel according to ASTM A 6/A 6M and maintain markings until structural steel has been erected. ,rr 2.5.1.3 Mark and match-mark materials for field assembly. 2.5.1.4 Complete structural-steel assemblies, including welding of units,before starting shop-priming operations. 2.5.2 Thermal Cutting: Perform thermal cutting by machine to greatest extent possible. 2.5.2.1 Plane thermally cut edges to be welded to comply with requirements in AWS D1.1. 2.5.3 Comply with AWS Code for procedures, appearance and quality of welds, and methods used in correcting welding work. Where welded construction is exposed in finished work and below 10 feet-0 inches above finished floor, grind all welds as required to eliminate burrs or sharp protrusions. Assemble r and weld built-up sections by methods which will produce true alignment of axis without warp. For high-strength low-alloy steels, follow welding procedures as recommended by steel producer for exposed and concealed connections. 2.5.4 Bolt Holes: Cut, drill,or punch standard bolt holes perpendicular to metal surfaces. 2.5.5 Finishing: Accurately finish ends of columns and other members transmitting bearing loads. 2.5.6 Cleaning: Clean and prepare steel surfaces that are to remain unpainted according toSSPC-SP 2, "Hand Tool Cleaning or SSPC-SP 3, "Power Tool Cleaning." 2.5.7 Holes: Provide holes required for securing other work to structural steel and for passage of other work through steel framing members. 'o 2.5.7.1 Cut, drill, or punch holes perpendicular to steel surfaces. Do not thermally cut bolt holes or enlarge holes by burning. 2.5.7.2 Base-Plate Holes: Cut, drill, mechanically thermal cut, or punch holes perpendicular to steel surfaces. WO 2.5.7.3 Weld threaded nuts to framing and other specialty items indicated to receive other work. "'r` BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 051200-5 MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING 2.6 SHOP CONNECTIONS 2.6.1 High-Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified. 2.6.1.1 Joint Type: Pretensioned 2.6.2 Weld Connections: Comply with AWS D1.1 for welding procedure specifications, tolerances, appearance, and quality of welds and for methods used in correcting welding work. 2.6.2.1 Remove backing bars or runoff tabs,back gouge, and grind steel smooth. 2.6.2.2 Assemble and weld built-up sections by methods that will maintain true alignment of axes without exceeding tolerances of AISC's "Code of Standard Practice for Steel Buildings and Bridges" for mill material. .r► 2.6.2.3 Verify that weld sizes, fabrication sequence, and equipment used for architecturally exposed structural steel will limit distortions to allowable tolerances.Prevent weld show-through on exposed steel .�i surfaces. 2.6.2.3.1 Grind butt welds flush. 2.6.2.3.2 Grind or fill exposed fillet welds to smooth profile. Dress exposed welds. so 2.7 SHOP PRIMING 2.7.1 Shop prime steel surfaces except the following: 2.7.1.1 Surfaces embedded in concrete or mortar. Extend priming of partially embedded members to a depth of 2 inches. rr 2.7.1.2 Surfaces to be field welded. 2.7.1.3 Surfaces to be high-strength bolted with slip-critical connections. 2.7.1.4 Surfaces to receive sprayed fire-resistive materials. 2.7.1.5 Galvanized surfaces. 2.7.2 Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and standards: rri 2.7.2.1 SSPC-SP 3, "Power Tool Cleaning." 2.7.2.2 SSPC-SP 7/NACE No. 4, "Brush-Off Blast Cleaning." 2.7.2.3 SSPC-SP l0/NACE No. 2, "Near-White Blast Cleaning." so BLRB ARCHITECTS 04/02/13 irr TACOMA,WASHINGTON PAGE: 051200-6 a rti MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING 2.7.3 Priming: Immediately after surface preparation, apply primer according to manufacturer's written us instructions and at rate recommended by SSPC to provide a dry film thickness of not less than 2-3 mils. Use priming methods that result in full coverage of joints, corners, edges,and exposed surfaces. 2.7.3.1 Testing:Independent Testing Lab may test mileage. 2.7.4 Below Grade Coating: Apply coat of Carboline Bitumastic No. 50 to that portion of column,base plate, and anchor bolts below top of finish slab prior to backfilling or casting slab-on-grade. Apply in thickness in accordance with manufacturer's printed instructions. 2.8 GALVANIZING 2.8.1 Hot-Dip Galvanized Finish: Apply zinc coating by the hot-dip process to structural steel according to ASTM A 123/A 123M. 2.8.1.1 Fill vent holes and grind smooth after galvanizing. 2.8.1.2 Galvanize lintels and shelf angles attached to structural-steel frame and located in exterior walls. 2_9 SOURCE QUALITY CONTROL au 2.9.1 Owner will engage an independent testing and inspecting agency to perform shop tests and inspections and prepare test reports. 2.9.1.1 Provide testing agency with access to places where structural-steel work is being fabricated or produced to perform tests and inspections. 2.9.2 Correct deficiencies in Work that test reports and inspections indicate does not comply with the Contract Documents. 2.9.3 Bolted Connections: Shop-bolted connections will be tested and inspected according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." 2.9.4 Welded Connections: In addition to visual inspection,shop-welded connections will be tested and inspected according to AWS D1.1 and the following inspection procedures, at testing agency's option: �r 2.9.4.1 Liquid Penetrant Inspection: ASTM E 165. 2.9.4.2 Magnetic Particle Inspection: ASTM E 709; performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration will not be accepted. „111 2.9.4.3 Ultrasonic Inspection: ASTM E 164. 2.9.4.4 Radiographic Inspection: ASTM E 94. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 051200-7 r MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING IN 2.9.5 In addition to visual inspection, shop-welded shear connectors will be tested and inspected according to requirements in AWS D1.1 for stud welding and as follows: ea 2.9.5.1 Bend tests will be performed if visual inspections reveal either a less-than- continuous 360-degree flash or welding repairs to any shear connector. 2.9.5.2 Tests will be conducted on additional shear connectors if weld fracture occurs on shear connectors already tested,according to requirements in AWS D1.1. rlr PART 3 -EXECUTION 3.1 EXAMINATION 3.1.1 Verify elevations of concrete- and masonry-bearing surfaces and locations of anchor rods,bearing plates, and other embedments,with steel erector present, for compliance with requirements. 3.1.2 Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION so 3.2.1 Provide temporary shores,guys,braces, and other supports during erection to keep structural steel secure,plumb, and in alignment against temporary construction loads and loads equal in intensity to design loads. Remove temporary supports when permanent structural steel,connections,and bracing are in place, unless otherwise indicated. 3.2.1.1 Do not remove temporary shoring supporting composite deck construction until cast-in-place concrete has attained its design compressive strength. wr 3.3 ERECTION 3.3.1 Set structural steel accurately in locations and to elevations indicated and according to AISC's "Code of Standard Practice for Steel Buildings and Bridges" and "Specification for Structural Steel Buildings--Allowable Stress Design and Plastic Design Load and Resistance Factor Design Specification for Structural Steel Buildings." im 3.3.2 Base Plates: Clean concrete- and masonry-bearing surfaces of bond-reducing materials, and roughen surfaces prior to setting baseplates. Clean bottom surface of base plates. 3.3.2.1 Set base and bearing plates for structural members on wedges, shims, or setting nuts as required. 3.3.2.2 Weld plate washers to top of base plate per structural drawings. BLRB ARCHITECTS 04/02/13 am TACOMA,WASHINGTON PAGE: 051200-8 am MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING 3.3.2.3 Snug-tighten anchor rods after supported members have been positioned and plumbed. Do not remove wedges or shims but,if protruding,cut off flush with edge of base or bearing plate before packing with grout. 3.3.2.4 Promptly pack grout solidly between bearing surfaces and base plates so no voids remain. Neatly finish exposed surfaces; protect grout and allow to cure. Comply with manufacturer's written installation instructions for shrinkage-resistant grouts. 3.3.3 Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges." 3.3.4 Align and adjust various members forming part of complete frame or structure before permanently fastening. Before assembly, clean bearing surfaces and other surfaces that will be in permanent contact with members. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. 3.3.4.1 Level and plumb individual members of structure. 3.3.5 Splice members only where indicated. 3.3.6 Remove erection bolts and other aids on welded, architecturally exposed structural steel and fill or holes with plug welds; and grind smooth at exposed surfaces. 3.3.7 Do not use thermal cutting during erection. I 3.3.8 Do not enlarge unfair holes in members by burning or using drift pins. Ream holes that must be enlarged to admit bolts. wit 3.3.9 Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear connectors. Use automatic end welding of headed-stud shear connectors according to AWS D1.1 and manufacturer's written instructions. Is 3.4 FIELD CONNECTIONS Is 3.4.1 High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts" for type of bolt and type of joint specified. 3.4.1.1 Joint Type: Pretensioned. 3.4.2 Weld Connections: Comply with AWS D1.1 for welding procedure specifications, tolerances, appearance, and quality of welds and for methods used in correcting welding work. 3.4.2.1 Comply with AISC's "Code of Standard Practice for Steel Buildings and Bridges" and ,,,, "Specification for Structural Steel Buildings--Allowable Stress Design and Plastic Design Load and Resistance Factor Design Specification for Structural Steel Buildings "for bearing, adequacy of temporary connections,alignment, and removal of paint on surfaces adjacent to field welds. 3.4.2.2 Remove backing bars or runoff tabs,back gouge, and grind steel smooth. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 051200-9 Is rrrr�► MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING 3.4.2.3 Assemble and weld built-up sections by methods that will maintain true alignment of axes without exceeding tolerances of AISC's "Code of Standard Practice for Steel Buildings and Bridges" for rro mill material. ria 3.5 FIELD QUALITY CONTROL 3.5.1 Testing Agency: Owner will engage a qualified independent testing and inspecting agency to inspect field weldshigh-strength bolted connections. MI 3.5.2 Bolted Connections: Shop-bolted connections will be tested and inspected according to RCSC's "Specification for Structural Joints Using ASTM A 325 or A 490 Bolts." 3.5.3 Welded Connections: Field welds will be visually inspected according to AWS D1.1. 3.5.3.1 In addition to visual inspection, field welds will be tested according to AWS D1.1 and the following inspection procedures, at testing agency's option: 3.5.3.1.1 Liquid Penetrant Inspection: ASTM E 165. 3.5.3.1.2 Magnetic Particle Inspection: ASTM E 709;performed on root pass and on finished weld. Cracks or zones of incomplete fusion or penetration will not be accepted. rr 3.5.3.1.3 Ultrasonic Inspection: ASTM E 164. 3.5.3.1.4 Radiographic Inspection: ASTM E 94. 3.5.4 In addition to visual inspection, test and inspect field-welded shear connectors according to requirements in AWS D1.1 for stud welding and as follows: 3.5.4.1 Perform bend tests if visual inspections reveal either a less-than- continuous 360-degree flash or welding repairs to any shear connector. 3.5.4.2 Conduct tests on additional shear connectors if weld fracture occurs on shear connectors already tested, according to requirements in AWS D1.1. isi 3.5.5 Correct deficiencies in Work that test reports and inspections indicate does not comply with the Contract Documents. 3.6 REPAIRS AND PROTECTION 3.6.1 Repair damaged galvanized coatings on galvanized items with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. 3.6.2 TouchupPainting: After installation, promptly clean, prepare, andprime or re rime field g P P Y p p � rep rime rust spots,and abraded surfaces of prime-painted steel shapes and accessories,bearing plates, and abutting structural steel. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 051200- 10 MEADOW CREST PLAYGROUND SECTION 051200 PROJECT NO. 11.12.116 STRUCTURAL STEEL FRAMING 3.6.2.1 Clean and prepare surfaces by SSPC-SP 2 hand-tool cleaning or SSPC-SP 3 power-tool ar cleaning. 3.6.2.2 Apply a compatible primer of same type as shop primer used on adjacent surfaces. 3.6.3 Touchup Painting: Cleaning and touchup painting are specified in Division 09 painting Sections. END OF SECTION 051200 all MIN SIM 11111 Olt ' BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 051200- 11 rr MEADOW CREST PLAYGROUND SECTION 053100 PROJECT NO. 11.12.116 STEEL DECKING ale PART 1 - GENERAL Ll RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract,including General, Supplementary and/or Special mii Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY 1.2.1 This Section includes the following: 1.2.1.1 Roof deck on Shelter and Restrooms. 1.2.2 Related Sections include the following: ,rr 1.2.2.1 Division 03 Section"Cast-in-Place Concrete" for concrete fill. 1.2.2.2 Division 05 Section"Structural Steel Framing" for shop-and field-welded shear connectors. 1.2.2.3 Division 05 Section "Metal Fabrications" for framing deck openings with miscellaneous steel shapes. 1.2.2.4 Division 07 Section"Polyvinyl-Chloride(PVC)Membrane Roofing" 1_3 SUBMITTALS +rr 1.3.1 Product Data: For each type of deck, accessory, and product indicated. 1.3.2 Shop Drawings: Show layout and types of deck panels, anchorage details, reinforcing channels, pans, cut deck openings, special jointing, accessories, and attachments to other construction. 1.3.3 Product Certificates: For each type of steel deck, signed by product manufacturer. 1.3.4 Welding certificates and current WABO certification. 1.3.5 Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified air testing agency, indicating that each of the following complies with requirements: 1.3.5.1 Power-actuated mechanical fasteners. 1.3.5.2 Acoustical roof deck. 1.3.6 Research/Evaluation Reports: For steel deck. Iw. BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 053100- 1 um MEADOW CREST PLAYGROUND SECTION 053100 PROJECT NO. 11.12.116 STEEL DECKING ma 1A QUALITY ASSURANCE • 1.4.1 Testing Agency Qualifications: An independent agency qualified according to ASTM E 329 for testing indicated. 1.4.2 Welding: Qualify procedures and personnel according to AWS D1.3, "Structural Welding Code- Sheet Steel" and WABO. 1.4.3 AISI Specifications: Comply with calculated structural characteristics of steel deck according to AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members." 1.4.4 FMG Listing: Provide steel roof deck evaluated by FMG and listed in its "Approval Guide, Building Materials" for Class 1-90 windstorm ratings. i 1.5 DELIVERY, STORAGE,AND HANDLING 1.5.1 Protect steel deck from corrosion, deformation, and other damage during delivery, storage, and handling. No 1.5.2 Stack steel deck on platforms or pallets and slope to provide drainage. Protect with a waterproof covering and ventilate to avoid condensation. 1.6 COORDINATION so 1.6.1 Coordinate installation of sound-absorbing insulation strips in topside ribs of acoustical deck with roofing installation specified in Division 07 Section "Polyvinyl-Chloride (PVC) Membrane Roofing" to ensure protection of insulation strips against damage from effects of weather and other causes. PART 2 -PRODUCTS 2.1 MANUFACTURERS rrr 2.1.1 Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include,but are not limited to,the following: rr 2.1.1.1 Steel Deck: 2.1.1.1.1 BHP Steel 2.1.1.1.2 Verco Manufacturing Co. 2.1.1.1.3 or approved. 2.2 ROOF DECK BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 053100-2 rtii dill MEADOW CREST PLAYGROUND SECTION 053100 PROJECT NO. 11.12.116 S 1'LEL DECKING 2.2.1 Steel Roof Deck: Fabricate panels, without top-flange stiffening grooves, to comply with "SDI r Specifications and Commentary for Steel Roof Deck," in SDI Publication No. 30, and with the following: 2.2.1.1 Galvanized Steel Sheet: ASTM A 653/A 653M, Structural Steel (SS), Grade 33, G60 zinc ill coating. 2.2.1.2 Deck Profile: As indicated on Structural Drawings. "al 2.2.1.3 Profile Depth: 1-1/2 inches or as indicated 2.2.1.4 Design Uncoated-Steel Thickness: As indicated on Structural Drawings.. 2.2.1.5 Design Uncoated-Steel Thicknesses; Deck Unit/Bottom Plate: As indicated on Structural Drawings. ■r 2.2.1.6 Span Condition: Triple span or more. 2.2.1.7 Side Laps: Interlocking seam. 2.2.1.8 End Laps: Flush,telescoped or nested 2 inch laps. 2.3 ACCESSORIES 2.3.1 General: Provide manufacturer's standard accessory materials for deck that comply with requirements indicated. 2.3.2 Mechanical Fasteners: Corrosion-resistant, low-velocity, power-actuated or pneumatically driven carbon-steel fasteners; or self-drilling, self-threading screws. 2.3.3 Flexible Closure Strips: Vulcanized, closed-cell, synthetic rubber. 2.3.4 Miscellaneous Sheet Metal Deck Accessories: Steel sheet,minimum yield strength of 33,000 psi, not less than 0.0359-inch design uncoated thickness, of same material and finish as deck; of profile indicated or required for application. 2.3.5 Column Closures, End Closures, Z-Closures, and Cover Plates: Steel sheet, of same material, finish, and thickness as deck,unless otherwise indicated. 2.3.6 Weld Washers: Uncoated steel sheet, shaped to fit deck rib,0.0747 inch thick, with factory-punched hole of 3/8-inch minimum diameter. 2.3.6.1 Anchor Locations: Provide anchoring clips and other ceiling attachment devices needed for attaching work specified in Division-9 Sections. 2.3.7 Galvanizing Repair Paint: SSPC-Paint 20 or DOD-P-21035, with dry film containing a minimum of 94 percent zinc dust by weight. 2.3.7.1 Sherwin-Williams Zinc Clad 5 B69A45, or approved. rw BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 053100-3 a MEADOW CREST PLAYGROUND SECTION 053100 PROJECT NO. 11.12.116 STEEL DECKING a PART 3 -EXECUTION ■ 3.1 EXAMINATION 3.1.1 Examine supporting frame and field conditions for compliance with requirements for installation tolerances and other conditions affecting performance. a 3.2 INSTALLATION,GENERAL 3.2.1 Install deck panels and accessories according to applicable specifications and commentary in SDI rrr Publication No. 30, manufacturer's written instructions, and requirements in this Section. 3.2.2 Install temporary shoring before placing deck panels, if required to meet deflection limitations. 3.2.3 Locate deck bundles to prevent overloading of supporting members. 3.2.4 Place deck panels on supporting frame and adjust to final position with ends accurately aligned and bearing on supporting frame before being permanently fastened. Do not stretch or contract side-lap interlocks. a 3.2.4.1 Align cellular deck panels over full length of cell runs and align cells at ends of abutting panels. 3.2.5 Place deck panels flat and square and fasten to supporting frame without warp or deflection. a 3.2.6 Cut and neatly fit deck panels and accessories around openings and other work projecting through or adjacent to deck. r 3.2.7 Provide additional reinforcement and closure pieces at openings as required for strength,continuity of deck, and support of other work. a 3.2.8 Comply with AWS requirements and procedures for manual shielded metal arc welding, appearance and quality of welds, and methods used for correcting welding work. 3.3 ROOF-DECK INSTALLATION 3.3.1 Fasten roof-deck panels to steel supporting members by arc spot (puddle) welds of the surface diameter indicated or arc seam welds with an equal perimeter that is not less than 1-1/2 inches long,and as follows: r 3.3.1.1 Weld Diameter: 5/8 inch,nominal. 3.3.1.2 Weld Spacing: Weld edge and interior ribs of deck units with a minimum of two welds per deck unit at each support. Space welds 12 inches apart in the field of roof and 6 inches apart in roof corners and perimeter, based on roof-area definitions in FMG Loss Prevention Data Sheet 1-28 , or as indicated. a BLRB ARCHITECTS 04/02/13 a TACOMA,WASHINGTON PAGE: 053100-4 a MEADOW CREST PLAYGROUND SECTION 053100 PROJECT NO. 11.12.116 STEEL DECKING ru 3.3.1.3 Weld Washers: Install weld washers at each weld location. rub 3.3.2 Side-Lap and Perimeter Edge Fastening: Fasten side laps and perimeter edges of panels between supports, at intervals not exceeding the lesser of 1/2 of the span or 36 inches, and as follows: 3.3.2.1 Fasten with a minimum of 1-1/2-inch long welds. 3.3.3 End Bearing: Install deck ends over supporting frame with a minimum end bearing of 1-1/2 inches, with end joints as follows: 3.3.3.1 End Joints: Lapped 2 inches minimum. so 3.3.4 Miscellaneous Roof-Deck Accessories: Install ridge and valley plates, finish strips, end closures, and reinforcing channels according to deck manufacturer's written instructions. Weld to substrate to provide a complete deck installation. 3.3.4.1 Weld cover plates at changes in direction of roof-deck panels,unless otherwise indicated. Or 3.3.5 Flexible Closure Strips: Install flexible closure strips over partitions, walls, and where indicated. Install with adhesive according to manufacturer's written instructions to ensure complete closure. At exterior walls, insulate on interior of closure area. Provide closure at interior and exterior sides with insulation between closure. Sealant over closure will be per Division 07 Section"Joint Sealants." 3.4 FIELD QUALITY CONTROL 3.4.1 Testing Agency: Owner will engage a qualified independent testing and inspecting agency to r�u perform field tests and inspections and prepare test reports. 3.4.2 Field welds will be subject to inspection. 3.4.3 Testing agency will report inspection results promptly and in writing to Contractor and Architect. 3.4.4 Remove and replace work that does not comply with specified requirements. WM 3.4.5 Additional inspecting, at Contractor's expense, will be performed to determine compliance of corrected work with specified requirements. 3_5 REPAIRS AND PROTECTION 3.5.1 Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of deck with galvanized repair paint according to ASTM A 780 and manufacturer's written instructions. 3.5.2 Provide final protection and maintain conditions to ensure that steel deck is without damage or deterioration at time of Substantial Completion. END OF SECTION 053100 ruu BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 053100-5 rr MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS rr PART 1 - GENERAL L1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1_2 SUMMARY 1.2.1 This Section includes the following: rrr 1.2.1.1 Steel framing and supports 1.2.1.2 Galvanized Handrails and Guardrails. 1.2.1.3 Landscape Gateways Metal work 1.2.1.4 Gauge Closure Metal at Fascia 40 1.2.1.5 Steel framing and supports for mechanical and electrical equipment. .�w 1.2.1.6 Structural Steel Tubing 1.2.1.7 Shelf angles. Iva 1.2.1.8 Loose bearing and leveling plates. 1.2.1.9 Steel weld plates and angles for casting into concrete not specified in other Sections. 1.2.1.10 Miscellaneous steel trim including steel edgings . 1.2.1.11 Metal bollards 1.2.1.12 Exterior ADA Door Activator Post �r 1.2.2 Products furnished,but not installed,under this Section include the following: 1.2.2.1 Loose steel lintels. 1.2.2.2 Anchor bolts, steel pipe sleeves, and wedge-type inserts indicated to be cast into concrete or built into unit masonry. rr 1.2.3 Related Sections include the following: 1.2.3.1 Division 03 Section "Cast-in-Place Concrete" for installing anchor bolts, steel pipe sleeves, wedge-type inserts and other items indicated to be cast into concrete. ° BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 055000- 1 dl MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS ■r 1.2.3.2 Division 04 Section "Unit Masonry" for installing loose lintels, anchor bolts, and other items indicated to be built into unit masonry. 1.2.3.3 Division 05 Section"Structural Steel Framing." 1.2.3.4 Division 08 Section"Finish Hardware" for switch in ADA Activator Post. rr 1.2.3.5 Division 12 Section"Site Furnishings" for bicycle racks and metal site furnishings. 1.3 PERFORMANCE REQUIREMENTS 1.3.1 Railing Structural Performance: Provide railings capable of withstanding the effects of gravity loads and the following loads and stresses within limits and under conditions indicated: 1.3.1.1 Handrails and Top Rails of Guards: 1.3.1.1.1 Uniform load of 50 lbf/ft. applied in any direction. so 1.3.1.1.2 Concentrated load of 200 lbf applied in any direction. 1.3.1.1.3 Uniform and concentrated loads need not be assumed to act concurrently. ow 1.3.1.2 Infill of Guards: 1.3.1.2.1 Concentrated load of 50 lbf applied horizontally on an area of 1 sq. ft.. Kr, 1.3.2 Infill load and other loads need not be assumed to act concurrently. Nig 1.3.3 Thermal Movements: Provide exterior metal fabrications that allow for thermal movements resulting from the following maximum change (range)in ambient and surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and as nighttime-sky heat loss. 1.3.3.1 Temperature Change(Range): 120 deg F, ambient; 180 deg F, material surfaces. 1.3.4 Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. rii 1.4 QUALITY ASSURANCE 1.4.1 Welding: Qualify procedures and personnel according to the following: 1.4.1.1 AWS D1.1, "Structural Welding Code--Steel." to 1.4.1.2 AWS D1.6, "Structural Welding Code--Stainless Steel." 1.4.1.3 WABO Certification. BLRB ARCHITECTS 04/02/13 lie TACOMA,WASHINGTON PAGE: 055000—2 S mit MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS Ell 1_5 SUBMITTALS r�r 1.5.1 Product Data: For the following: 1.5.1.1 Nonslip aggregates and nonslip-aggregate surface finishes. a�rr 1.5.1.2 Grout. 1.5.2 Shop Drawings: Show fabrication and installation details for metal fabrications. 1.5.2.1 Include plans, elevations, sections, and details of metal fabrications and their connections. Show anchorage and accessory items. 1.5.2.1.1 Provide shop drawings for railings, handrails, guard railings, Gateway ornamental steel, steel lintels,traffic control gates, ladders, Apparatus Support Assembly, and other metal fabrications. 1.5.2.2 Provide templates for anchors and bolts specified for installation under other Sections. 1.5.2.3 For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. am 1.5.3 Samples for Verification: For each type and finish of extruded nosing. 1.5.4 Mill Certificates: Signed by manufacturers of stainless-steel sheet certifying that products furnished comply with requirements. or 1.5.5 Welding certificates. 1.6 QUALITY ASSURANCE 1.6.1 Welding: Qualify procedures and personnel according to the following: • 1.6.1.1 AWS D1.1, "Structural Welding Code--Steel." 1.6.1.2 AWS D1.2, "Structural Welding Code--Aluminum." 1.6.1.3 AWS D1.3, "Structural Welding Code--Sheet Steel." 1.6.1.4 AWS D1.6, "Structural Welding Code--Stainless Steel." 1.6.1.5 WABO Certification. 1.7 PROJECT CONDITIONS 1.7.1 Field Measurements: Verify actual locations of walls and other construction contiguous with metal fabrications by field measurements before fabrication and indicate measurements on Shop Drawings. 1.7.1.1 Established Dimensions: Where field measurements cannot be made without delaying the Work,establish dimensions and proceed with fabricating metal fabrications without field measurements. mil BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000-3 MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS Coordinate wall and other contiguous construction to ensure that actual dimensions correspond to established dimensions. 1.7.1.2 Provide allowance for trimming and fitting at site. err 1.8 COORDINATION 1.8.1 Coordinate installation of anchorages for metal fabrications. Furnish setting drawings,templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors,that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. 1.8.2 Coordinate installation of steel weld plates and angles for casting into concrete that are specified in this Section but required for work of another Section. Deliver such items to Project site in time for installation. PART 2 -PRODUCTS ,rr 2.1 MANUFACTURERS N 2.1.1 In other Part 2 articles where titles below introduce lists, the following requirements apply to product selection: N 2.1.1.1 Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to,products specified. ■r 2.2 METALS, GENERAL 2.2.1 Metal Surfaces,General: Provide materials with smooth,flat surfaces,unless otherwise indicated. or For metal fabrications exposed to view in the completed Work, provide materials without seam marks, roller marks, rolled trade names,or blemishes. 2.2.2 Metal Fabrications: See Structural Drawings for additional structural steel items which are required for Work of this Section. Coordinate delivery and sequence of Work with Contractor's schedule. 2.3 FERROUS METALS 2.3.1 Steel Plates, Shapes, and Bars: ASTM A 36/A 36M. 2.3.2 Stainless-Steel Sheet, Strip, Plate, and Flat Bars: ASTM A 666, Type 304. N 2.3.3 Stainless-Steel Bars and Shapes: ASTM A 276, Type 304. 2.3.4 Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with mit ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D. BLRB ARCHITECTS 04/02/13 um TACOMA,WASHINGTON PAGE: 055000-4 N ima MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS dit 2.3.5 Rolled-Stainless-Steel Floor Plate: ASTM A 793. 2.3.6 Steel Tubing: ASTM A 500,cold-formed steel tubing. 2.3.7 Steel Pipe: ASTM A 53/A 53M,standard weight(Schedule 40),unless another weight is indicated or required by structural loads. 2.3.8 Non-Metallic Shrinkage Resistant Grout: U.S. Grout Corp. "Five Star Grout", L & M "Crystex", Masterbuilders "Masterflow 713", "Propak" by Protex,or approved equal. 2.3.9 Slotted Channel Framing: Cold-formed metal channels with continuous slot complying with MFMA-3. 2.3.9.1 Size of Channels: 1-5/8 by 1-5/8 inches and as indicated. gig 2.3.9.2 Material: Galvanized steel complying with ASTM A 653/A 653M, structural steel, Grade 33, with G90 coating; 0.079-inch nominal thickness. 2.3.10 Exterior Steel: Hot dip galvanize all exterior iron and steel items. 2.4 NONFERROUS METALS rr 2.4.1 Aluminum Plate and Sheet: ASTM B 209,Alloy 6061-T6. 2.4.2 Aluminum Extrusions: ASTM B 221,Alloy 6063-T6. 2.4.3 Aluminum-Alloy Rolled Tread Plate: ASTM B 632/B 632M,Alloy 6061-T6. 2.4.4 Bronze Plate, Sheet, Strip, and Bars: ASTM B 36/B 36M, Alloy UNS No. C28000(muntz metal, 60 percent copper). 2.4.5 Nickel Silver Extrusions: ASTM B 151/B 151M,Alloy UNS No. C74500. 2_5 FASTENERS 2.5.1 General: Unless otherwise indicated, provide Type 304 stainless-steel fasteners for exterior use and zinc-plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, at exterior walls. Provide stainless-steel fasteners for fastening aluminum. Select fasteners for type, grade, and class required. 2.5.1.1 Exposed fasteners:provide any fastener that is exposed as tamper-proof style fastener. 2.5.2 Steel Bolts and Nuts: Regular hexagon-head bolts, ASTM A 307, Grade A; with hex nuts, ■ ASTM A 563; and, where indicated, flat washers. 2.5.3 Stainless-Steel Bolts and Nuts: Regular hexagon-head annealed stainless-steel bolts, nuts and, where indicated, flat washers; ASTM F 593 for bolts and ASTM F 594 for nuts,Alloy Group 1. air 2.5.4 Anchor Bolts: ASTM F 1554, Grade 36. 4111 BLRB ARCHITECTS 04/02/13 TACOMA, WASHINGTON PAGE: 055000-5 rrr MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 2.5.4.1 Provide hot-dip or mechanically deposited,zinc-coated anchor bolts where item being fastened is indicated to be galvanized. 2.5.5 Machine Screws: ASME B18.6.3. 2.5.6 Lag Bolts: ASME B 18.2.1. so 2.5.7 Wood Screws: Flat head,ASME B18.6.1. 2.5.8 Plain Washers: Round,ASME B18.22.1. 2.5.9 Lock Washers: Helical, spring type, ASME B18.21.1. 2.5.10 Cast-in-Place Anchors in Concrete: Anchors capable of sustaining,without failure,a load equal to four times the load imposed,as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency. 2.5.10.1 Threaded or wedge type; galvanized ferrous castings, either ASTM A 47/A 47M malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, and shims as needed, hot-dip galvanized re per ASTM A 153/A 153M. 2.5.11 Expansion Anchors: Anchor bolt and sleeve assembly with capability to sustain,without failure,a load equal to six times the load imposed when installed in unit masonry and four times the load imposed "st when installed in concrete, as determined by testing according to ASTM E 488, conducted by a qualified independent testing agency. 2.5.11.1 Material for Anchors in Interior Locations: Carbon-steel components zinc-plated to comply with ASTM B 633,Class Fe/Zn 5. 2.5.11.2 Material for Anchors in Exterior Locations: Alloy Group 1 stainless-steel bolts complying with ASTM F 593 and nuts complying with ASTM F 594. 2.5.12 Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. 2_6 FINISHING 2.6.1 Primers: Provide primers that comply with Division 09 painting Sections. as 2.6.1.1 Shop Painting: Shop paint metal work, except members or portions of members to be embedded in concrete or masonry,surfaces and edges to be field welded, and galvanized surfaces,unless otherwise indicated. Remove scale, rust, and other deleterious materials before applying shop coat. Clean off heavy rust and loose mill scale in accordance with SSPC SP-2,"Hand Tool Cleaning,"or SSPC SP-3, "Power Tool Cleaning," or SSPC SP-7, "Brush-Off Blast Cleaning." Remove oil, grease, and similar contaminants in accordance with SSPC SP-1, "Solvent Cleaning." Immediately after surface a preparation, brush or spray on primer in accordance with manufacturer's instructions, and at a rate to provide uniform dry film thickness of 2.0-2.5 mils for each coat. Use painting methods which will result in full coverage of joints,corners, edges,and exposed surfaces. trr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000-6 gie MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 2.6.2 Primed Steel: provide shop applied Zinc-Rich Primer complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with topcoat. ear 2.6.2.1 Available Products: 2.6.2.1.1 Benjamin Moore&Co.;Epoxy Zinc-Rich Primer CM18/19. 2.6.2.1.2 Carboline Company; Carbozinc 621. 2.6.2.1.3 ICI Devoe Coatings; Catha-Coat 313. 2.6.2.1.4 International Coatings Limited;Interzinc 315 Epoxy Zinc-Rich Primer. 2.6.2.1.5 PPG Architectural Finishes, Inc.;Aquapon Zinc-Rich Primer 97-670. tali 2.6.2.1.6 Sherwin-Williams Company(The); Corothane I GalvaPac Zinc Primer. 2.6.2.1.7 Tnemec Company,Inc.;Tneme-Zinc 90-97 or 394 Perime-Prime. 2.6.2.1.8 Or approved. 2.6.3 Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel, complying with SSPC-Paint 20. 2.6.4 Exterior Handrail and Guard Railings: handrails, guardrails and accessories shall be Hot-dipped Galvanized after fabrication. 2.6.5 Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187. 2.6.6 Concrete Materials and Properties: Comply with requirements in Division 03 Section "Cast-in-Place Concrete" for normal-weight, air-entrained, ready-mix concrete with a minimum 28-day compressive strength of 3000 psi, unless otherwise indicated. 2_7 FABRICATION,GENERAL 2.7.1 Shop Assembly: Preassemble items in the shop to greatest extent possible. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. 2.7.2 Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch,unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. 2.7.3 Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. mii 2.7.4 Form exposed work true to line and level with accurate angles and surfaces and straight edges. 2.7.5 Weld corners and seams continuously to comply with the following: BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000-7 Mill MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 2.7.5.1 Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2.7.5.2 Obtain fusion without undercut or overlap. 2.7.5.3 Remove welding flux immediately. 2.7.5.4 At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. 2.7.6 Form exposed connections with hairline joints,flush and smooth,using concealed fasteners where possible. Where exposed fasteners are required,use Phillips flat-head(countersunk)screws or bolts,unless otherwise indicated. Locate joints where least conspicuous. 2.7.7 Fabricate seams and other connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. 2.7.8 Cut,reinforce,drill,and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. Orr 2.7.9 Provide for anchorage of type indicated; coordinate with supporting structure. Space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. in 2.7.9.1 Where units are indicated to be cast into concrete or built into masonry, equip with integrally welded steel strap anchors, 1/8 by 1-1/2 inches,with a minimum 6-inch embedment and 2-inch hook,not less than 8 inches from ends and corners of units and 24 inches o.c.,unless otherwise indicated. 2.8 MISCELLANEOUS FRAMING AND SUPPORTS 111111 2.8.1 General: Provide steel framing and supports not specified in other Sections as needed to complete the Work. 2.8.2 Fabricate units from steel shapes, plates, and bars of welded construction, unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction retained by framing and supports. Cut, drill, and tap units to receive hardware, hangers, and SI similar items. 2.8.2.1 Fabricate units from slotted channel framing where indicated. 2.8.2.2 Furnish inserts if units are installed after concrete is placed. 2.8.2.3 Furnish steel blocking,angle supports,frames and other steel shapes at metal decking supports ail for openings in roof areas where skylights and equipment are supported. Coordinate with Structural Drawings. 2.8.3 Galvanize exterior framing supports, and other metal fabrications for supports used as backing for exterior building components, building envelope systems and finish surfaces. Add backing supports for soffits, fascias,parapets, roof edges, and other support blocking, bracing for exterior building component, envelope systems and finishes. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000-8 irll MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 2.8.4 Fabricate structural steel tubing to accommodate structural support of items indicated, which are above ceiling mounted or suspended from exposed structural elements. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction retained by framing and supports. Cut, drill, and tap units to receive hardware,hangers, and similar items. 2.8.4.1 Fabricate units from structural tube shapes framing where indicated. - 2_9 ROOF ANGLES 2.9.1 Type: Fabricate structural steel angles at roof openings and perimeter of roof rigid insulation. 2.9.2 Galvanize roof angles. 2.10 GALVANIZED GAUGE METAL FASCIA CLOSURE 2.10.1 Closure Metal: 18gauge bent galvanized metal edge closure as indicated at Building and Shelter roof fascia. 2.10.2 Finish: field painting as specified in Division 09 Section"High-performance Coating" 2.11 LOOSE STEEL LINTELS rr 2.11.1 Fabricate loose steel lintels from steel angles and shapes of size indicated for openings and recesses in masonry walls and partitions at locations indicated. Weld adjoining members together to form a single unit where indicated. rrr 2.11.1.1 Bearing Lengths: See Structural Drawings and Schedules. 2.11.1.2 Galvanize loose steel lintels. 2.12 LOOSE BEARING AND LEVELING PLATES 2.12.1 Provide loose bearing and leveling plates for steel items bearing on masonry or concrete construction. Drill plates to receive anchor bolts and for grouting. 2.12.2 Galvanize plates after fabrication. 2.12.3 Prime plates with zinc-rich primer. 2.13 STEEL PIPE HANDRAIL AND GUARDRAILS 2.13.1 Steel Pipe: ASTM A 53/A 53M,standard weight(Schedule 40),unless another weight is indicated or required by structural loads. 2.13.2 Plates, Shapes, and Bars: ASTM A 36/A 36M. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000-9 MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 2.13.3 Fabrications: 2.13.3.1 General: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support structural loads. Mil 2.13.3.2 Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined oil pieces. 2.13.3.3 Cut,drill,and punch metals cleanly and accurately. Remove burrs and ease edges to a radius of approximately 1/32 inch,unless otherwise indicated. Remove sharp or rough areas on exposed surfaces. 2.13.3.4 Form work true to line and level with accurate angles and surfaces. 2.13.3.5 Fabricate connections that will be exposed to weather in a manner to exclude water. Provide weep holes where water may accumulate. .r► 2.13.3.6 Cut,reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items. 2.13.3.7 Connections: Fabricate railings with welded connections, unless otherwise indicated. ■r 2.13.3.8 Welded Connections: Cope components at connections to provide close fit, or use fittings designed for this purpose. Weld all around at connections, including at fittings. to 2.13.3.8.1 Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. a 2.13.3.8.2 Obtain fusion without undercut or overlap. 2.13.3.8.3 Remove flux immediately. 2.13.3.8.4 At exposed connections, finish exposed surfaces smooth and blended so no roughness shows after finishing and welded surface matches contours of adjoining surfaces. 2.13.3.9 Form changes in direction as follows: 2.13.3.9.1 By bending or by inserting prefabricated elbow fittings. 2.13.3.10 Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cross section of member throughout entire bend without buckling,twisting, cracking, or otherwise deforming exposed surfaces of components. 2.13.3.11 Close exposed ends of railing members with prefabricated end fittings. so 2.13.3.12 Provide wall returns at ends of wall-mounted handrails,unless otherwise indicated. Close ends of returns unless clearance between end of rail and wall is 1/4 inch or less. 2.13.3.13 Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings,and anchors to interconnect railing members to other work,unless otherwise indicated. BLRB ARCHITECTS 04/02/13 or TACOMA,WASHINGTON PAGE: 055000- 10 MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS as 2.13.3.13.1 At brackets and fittings fastened to plaster or gypsum board partitions,provide fillers made rrr from crush-resistant material, or other means to transfer wall loads through wall finishes to structural supports and prevent bracket or fitting rotation and crushing of substrate. 2.13.3.14 Provide inserts and other anchorage devices for connecting railings to concrete or masonry work. Fabricate anchorage devices capable of withstanding loads imposed by railings. Coordinate anchorage devices with supporting structure. 2.13.3.15 For railing posts set in concrete, provide steel sleeves not less than 6 inches long with inside dimensions not less than 1/2 inch greater than outside dimensions of post,with steel plate forming bottom closure. 2.14 GATEWAY ORNAMENTAL WORK 2.14.1 Landscape drawings: detail ornamental gateways in landscape areas, fabrication of steel shapes as detailed. irr 2.14.1.1 Fabricator/Manufacturer: Beechwood Metalwork's or approved; Casey Lewis; tel: 336-578-2332. rr 2.14.1.2 Or approved Substitution prior to Bid. 2.14.1.3 Factory Finish: Urethane Epoxy Topcoat similar to automotive paint and finish. 2.15 STEEL WELD PLATES AND ANGLES 2.15.1 Provide steel weld plates and angles not specified in other Sections, for items supported from concrete construction as needed to complete the Work. Provide each unit with not less than two integrally welded steel strap anchors for embedding in concrete. 2.16 METAL BOLLARDS 2.16.1 Fabricate metal bollards from Schedule 80 steel pipe Provide anchors welded to pipe side-wall for embedment into concrete footing. as 2.16.1.1 Cap bollards with 1/4-inch thick steel plate. 2.16.1.2 Provide two(2)weep holes at finished grade level. 2.16.1.3 Galvanize bollard after fabrication. 2.16.2 Fabricate internal sleeves for removable bollards from Schedule 40 steel pipe or 1/4-inch wall-thickness steel tubing with an OD approximately 1/16 inch less than ID of bollards. Match drill sleeve and bollard for 3/4 inch steel machine bolt. wr 2.17 ADA DOOR ACTIVATOR POST .rf BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000- 11 MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 2.17.1 Exterior Activator Post Type: 304 stainless steel post with cut out for electrical box (switch specified in Division 08 Section"Finish Hardware")and conduit routing from underground to box for ADA door activation switch and fire alarm pull where indicated. Post is custom fabricated to sleeve over galvanized steel anchoring collar and be fastened with tamper-resistant anchor mounting screws after conduit and electrical connection of switches. See Electrical Drawings. r�rr 2.17.1.1 Grind all welds and edges smooth and finish stainless to#4 finish. 2.17.1.2 Exterior switch and mounting to weather tight installation which is gasketed and sealed to prevent water intrusion. 2.17.1.3 See Drawings for details and sizes. 2.17.1.4 Coordinate with Electrical Documents 2.18 FINISHES,GENERAL 2.18.1 Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. 2.18.2 Finish metal fabrications after assembly. sii 2.18.3 Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.18.4 Provide exposed fasteners with finish matching appearance,including color and texture,of railings. 2.19 STEEL AND IRON FINISHES 2.19.1 Galvanizing: Hot-dip galvanize items as indicated to comply with applicable standard listed below: 2.19.1.1 ASTM A 123/A 123M, for galvanizing steel and iron products. 2.19.1.2 ASTM A 153/A 153M, for galvanizing steel and iron hardware. IN 2.19.2 Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with minimum requirements indicated below for SSPC surface preparation specifications and environmental exposure conditions of installed metal fabrications: 2.19.2.1 Exteriors (SSPC Zone 1B)and Items Indicated to Receive Zinc-Rich Primer: SSPC-SP 6/NACE No. 3, "Commercial Blast Cleaning." 2.19.3 Shop Priming: Apply shop primer to uncoated surfaces of metal fabrications, except those with galvanized finishes and those to be embedded in concrete,or masonry,unless otherwise indicated. Comply iri with SSPC-PA 1, "Paint Application Specification No. 1: Shop,Field,and Maintenance Painting of Steel," for shop painting. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000- 12 rim MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS or 2.19.3.1 Stripe paint corners,crevices,bolts,welds, and sharp edges. 41. 2.19.4 Galvanized Railings and Ornamental Gateway work: 2.19.4.1 Hot-dip galvanize all Railing fabrications, including hardware, after fabrication. rr 2.19.4.2 Comply with ASTM A 123/A 123M for hot-dip galvanized railings. 2.19.4.3 Comply with ASTM A 153/A 153M for hot-dip galvanized hardware. 2.19.5 Fill vent and drain holes that will be exposed in the finished Work, unless indicated to remain as weep holes,by plugging with zinc solder and filing off smooth. �r 2.19.6 For galvanized railings,provide hot-dip galvanized fittings, brackets, fasteners, sleeves, and other ferrous components. 2.19.7 Preparation for Shop Priming: After galvanizing,thoroughly clean railings of grease,dirt,oil,flux, and other foreign matter, and treat with metallic-phosphate process. 2.19.8 Stripe paint corners,crevices,bolts, welds, and sharp edges. PART 3 - EXECUTION 3_1 INSTALLATION, GENERAL 3.1.1 Cutting,Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, and elevation; with edges and surfaces level,plumb,true, and free of rack; and measured from established lines and levels. 3.1.2 Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut,or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. 3.1.3 Field Welding: Comply with the following requirements: 3.1.3.1 Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 3.1.3.2 Obtain fusion without undercut or overlap. 3.1.3.3 Remove welding flux immediately. 3.1.3.4 At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. 3.1.4 Fastening to In-Place Construction: Provide anchorage devices and fasteners where metal fabrications are required to be fastened to in-place construction. Provide threaded fasteners for use with concrete and masonry inserts,toggle bolts,through bolts, lag bolts,wood screws, and other connectors. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000- 13 ANL INN MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 3.1.5 Provide temporary bracing or anchors in formwork for items that are to be built into concrete, masonry, or similar construction. 3.1.6 Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete,masonry,wood,or dissimilar metals with a heavy coat of bituminous paint. WIN 3.2 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS 3.2.1 General: Install framing and supports to comply with requirements of items being supported, including manufacturers'written instructions and requirements indicated on Shop Drawings. 3.2.2 Anchor supports for operable partitions securely to and rigidly brace from building structure. 3.2.3 Support steel on solid grouted masonry, concrete, or steel pipe columns. Secure girders with anchor bolts embedded in grouted masonry or concrete or with bolts through top plates of pipe columns. ■a 3.2.3.1 Where grout space under bearing plates is indicated for girders supported on concrete or masonry, install as specified in "Installing Bearing and Leveling Plates" Article. 3.2.4 Install columns on concrete footings with grouted baseplates. Position and grout column baseplates as specified in"Installing Bearing and Leveling Plates" Article. ivr 3.2.4.1 Grout baseplates of columns supporting steel girders after girders are installed and leveled. aari 3.3 INSTALLING BEARING AND LEVELING PLATES 3.3.1 Clean concrete and masonry bearing surfaces of bond-reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of plates. 3.3.2 Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have been positioned and plumbed,tighten anchor bolts. Do not remove wedges or shims but, if protruding,cut rie off flush with edge of bearing plate before packing with grout. 3.3.2.1 Use nonshrink grout, either metallic or nonmetallic, in concealed locations where not exposed rw to moisture;use nonshrink,nonmetallic grout in exposed locations,unless otherwise indicated. 3.3.2.2 Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. so 3.4 RAILING INSTALLATION,GENERAL air 3.4.1 Fit exposed connections together to form tight,hairline joints. 3.4.2 Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in m location,alignment, and elevation;measured from established lines and levels and free of rack. 3.4.2.1 Do not weld, cut, or abrade surfaces of railing components that have been coated or finished ow after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000- 14 MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 3.4.2.2 Set posts plumb within a tolerance of 1/16 inch in 3 feet. di 3.4.2.3 Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet. 3.4.3 Adjust railings before anchoring to ensure matching alignment at abutting joints. 3.4.4 Fastening to In-Place Construction: Use anchorage devices and fasteners where necessary for securing railings and for properly transferring loads to in-place construction. 3.5 RAILING CONNECTIONS +ter 3.5.1 Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with requirements for welded connections in Part 2 "Fabrication" Article whether welding is performed in the shop or in the field. 3.5.2 Expansion Joints: Install expansion joints at locations indicated but not farther apart than required to accommodate thermal movement. Provide slip joint internal sleeve extending 2 inches beyond joint on either side, fasten internal sleeve securely to 1 side, and locate joint within 6 inches of post. "d 3.6 ANCHORING POSTS 3.6.1 Use galvanized steel pipe sleeves preset and anchored into concrete for installing posts. After posts have been inserted into sleeves, fill annular space between post and sleeve with nonshrink, nonmetallic grout , mixed and placed to comply with anchoring material manufacturer's written instructions. as 3.6.2 Form or core-drill holes not less than 5 inches deep and 3/4 inch larger than OD of post for installing posts in concrete. Clean holes of loose material, insert posts,and fill annular space between post and concrete with nonshrink, nonmetallic grout, mixed and placed to comply with anchoring material manufacturer's written instructions. as 3.6.3 Cover anchorage joint with flange of same metal as post, welded to post after placing anchoring material. 3.6.4 Leave anchorage joint exposed; wipe off surplus anchoring material; and leave 1/8-inch buildup, sloped away from post. 3.6.5 Anchor posts to metal surfaces with oval flanges, angle type, or floor type as required by conditions, connected to posts and to metal supporting members as follows: 3.6.5.1 For stainless-steel pipe railings, weld flanges to post and bolt to supporting surfaces. 3.6.5.2 For steel pipe railings, weld flanges to post and bolt to metal supporting surfaces. 3.6.6 Install removable railing sections, where indicated, in slip-fit metal sockets cast in concrete. 3_7 ANCHORING RAILING ENDS vat BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000- 15 MI MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 3.7.1 Anchor railing ends to concrete and masonry with round flanges connected to railing ends and anchored to wall construction with anchors and bolts. 3.7.2 Anchor railing ends to metal surfaces with flanges bolted to metal surfaces and welded to railing ends connected to railing ends using non-welded connections. of 3.8 ATTACHING HANDRAILS TO WALLS so 3.8.1 Attach handrails to wall with wall brackets. Provide brackets with 1-1/2-inch clearance from inside face of handrail and finished wall surface. 3.8.1.1 Use type of bracket with flange tapped for concealed anchorage to threaded hanger bolt. w 3.8.1.2 Use type of bracket with predrilled hole for exposed bolt anchorage. 3.8.2 Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. 3.8.3 Secure wall brackets to building construction as follows: fill 3.8.3.1 For concrete and solid masonry anchorage, use drilled-in expansion shields and hanger or lag bolts. 3.8.3.2 For hollow masonry anchorage,use toggle bolts. 3.8.3.3 For wood stud partitions, use hanger or lag bolts set into wood backing between studs. rr Coordinate with carpentry work to locate backing members. 3.8.3.4 For steel-framed gypsum board partitions, use hanger or lag bolts set into wood backing between studs. Coordinate with stud installation to locate backing members. 3.8.4 For steel-framed gypsum board partitions, fasten brackets directly to steel framing or concealed steel reinforcements using self-tapping screws of size and type required to support structural loads. its 3.9 INSTALLING METAL BOLLARDS 3.9.1 Anchor bollards in concrete. Fill annular space around bollard solidly with nonshrink,nonmetallic grout; mixed and placed to comply with grout manufacturer's written instructions. Slope grout up approximately 1/8 inch toward bollard. 3.9.2 Anchor bollards in place with concrete footings. Center and align bollards in holes 3 inches above bottom of excavation. Place concrete and vibrate or tamp for consolidation. Support and brace bollards in 1111 position until concrete has cured. 3.9.3 Anchor internal sleeves for removable bollards in concrete by inserting into pipe sleeves preset into ,»r concrete or formed or core-drilled holes not less than 8 inches (200 min)deep and 3/4 inch(19 min)larger than OD of sleeve. Fill annular space around internal sleeves solidly with nonshrink, nonmetallic grout; mixed and placed to comply with grout manufacturer's written instructions. Slope grout up approximately 1/8 inch toward internal sleeve. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000- 16 MEADOW CREST PLAYGROUND SECTION 055000 PROJECT NO. 11.12.116 METAL FABRICATIONS 3.9.4 Anchor internal sleeves for removable bollards in place with concrete footings. Center and align sleeves in holes 3 inches above bottom of excavation. Place concrete and vibrate or tamp for consolidation. rr Support and brace sleeves in position until concrete has cured. 3.9.5 Place removable bollards over internal sleeves and secure with 3/4-inch machine bolts and nuts. After tightening nuts, drill holes in bolts for inserting padlocks. Owner will furnish padlocks. 3.9.5.1 Do not fill removable bollards with concrete. MO INSTALLING ROOF ANGLES as 3.10.1 Roof Angles: Install structural steel angles at perimeter of roof areas and roof openings, as indicated. Coordinate with Division 7 requirements. arr 3.11 ADJUSTING AND CLEANING 41111 3.11.1 Touchup Painting: Immediately after erection, clean field welds, bolted connections,and abraded areas. Paint uncoated and abraded areas with the same material as used for shop painting to comply with SSPC-PA 1 for touching up shop-painted surfaces. "ill 3.11.1.1 Apply by brush or spray to provide a minimum 2.0-mil dry film thickness. 3.11.2 Touchup Painting: Cleaning and touchup painting of field welds,bolted connections, and abraded areas of shop paint are specified in Division 09. 3.11.3 Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair JO galvanizing to comply with ASTM A 780. END OF SECTION 055000 t+rr wr air wr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 055000— 17 rrr MEADOW CREST PLAYGROUND SECTION 071113 PROJECT NO. 11.12.116 BITUMINOUS DAMPPROOFING w PART 1 -GENERAL au 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract,including General, Supplementary and/or Special Conditions and other Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY 1.2.1 This Section includes the following: 1.2.1.1 Cold-applied,emulsified-asphalt dampproofing. 1.2.2 Related Sections include the following: 1.2.2.1 Division 03 Section"Cast-In-Place Concrete"for concrete foundation as substrate. 1_3 SUBMITTALS 1.3.1 Product Data: For each type of product indicated. Include recommendations for method of application, primer,number of coats, coverage or thickness,and protection course. ,.r 1.3.2 Material Certificates: For each product, signed by manufacturers. 1.4 QUALITY ASSURANCE 1.4.1 Source Limitations: Obtain primary dampproofing materials and primers through one source from a single manufacturer. Provide secondary materials recommended by manufacturer of primary materials. �rrr 1_5 PROJECT CONDITIONS 1.5.1 Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit dampproofing to be performed according to manufacturers'written instructions. kap 1.5.2 Ventilation: Provide adequate ventilation during application of dampproofing in enclosed spaces. Maintain ventilation until dampproofing has cured. PART 2 -PRODUCTS 2_1 COLD-APPLIED,EMULSIFIED-ASPHALT DAMPPROOFING BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 071113- 1 drrr. ow MEADOW CREST PLAYGROUND SECTION 071113 PROJECT NO. 11.12.116 BITUMINOUS DAMPPROOFING 2.1.1 Manufacturers: Subject to compliance with requirements, provide products by one of the following: 2.1.1.1 Fields Corporation. rrr 2.1.1.2 Degussa Building Systems; Sonneborn Brand Products. 2.1.1.3 Genstar Roofing Products Company so 2.1.1.4 Henry Company. 2.1.1.5 Koppers Inc. 2.1.1.6 Meadows, W. R.,Inc. wr 2.1.1.7 Sonneborn Building Products/BASF Building Products. 2.1.1.8 Or approved. 2.1.2 Trowel Coats: ASTM D 1227,Type II,Class 1. 2.1.3 Fibered Brush and Spray Coats: ASTM D 1227,Type II, Class 1. 2_2 MOLDED-SHEET DRAINAGE PANELS so 2.2.1 Nonwoven-Geotextile-Faced, Molded-Sheet Drainage Panel: Composite subsurface drainage panel consisting of a studded, nonbiodegradable, molded-plastic-sheet drainage core; with a nonwoven, needle-punched geotextile facing with an apparent opening size not exceeding No. 70 sieve laminated to one side of the core; and with a vertical flow rate of 9 to 15 gpm per ft. 2.3 MISCELLANEOUS MATERIALS 2.3.1 Asphalt-Coated Glass Fabric: ASTM D 1668,Type I. 2.3.2 Patching Compound: Manufacturer's fibered mastic of type recommended by dampproofing manufacturer. PART 3 -EXECUTION 3.1 EXAMINATION Ira 3.1.1 Examine substrates, with Installer present, for compliance with requirements for surface smoothness and other conditions affecting performance of work. 3.1.1.1 Proceed with dampproofing application only after substrate construction and penetrating work have been completed and unsatisfactory conditions have been corrected. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 071113-2 MEADOW CREST PLAYGROUND SECTION 071113 PROJECT NO. 11.12.116 BITUMINOUS DAMPPROOFING am 3.1.1.2 Test for surface moisture according to ASTM D 4263. 3_2 PREPARATION 3.2.1 Protection of Other Work: Mask or otherwise protect adjoining exposed surfaces from being stained,spotted,or coated with dampproofing. Prevent dampproofing materials from entering and clogging w weep holes and drains. 3.2.2 Clean substrates of projections and substances detrimental to work;fill voids,seal joints,and apply bond breakers if any, as recommended by prime material manufacturer. 3.2.3 Apply patching compound for filling and patching tie holes, honeycombs, reveals, and other imperfections; cover with asphalt-coated glass fabric. 3_3 APPLICATION,GENERAL "a 3.3.1 Comply with manufacturer's written recommendations unless more stringent requirements are indicated or required by Project conditions to ensure satisfactory performance of dampproofing. Except as otherwise indicated, and whether or not indicated on Drawings, apply dampproofing to exterior below gar grade surfaces of exterior underground walls in contact with earthwork or other backfill. 3.3.1.1 Apply additional coats if recommended by manufacturer or if required to achieve coverages indicated. 3.3.1.2 Allow each coat of dampproofing to cure 12 hours before applying subsequent coats. 3.3.1.3 Allow 36 hours drying time prior to backfilling. 3.3.2 Except as otherwise indicated, and whether or not indicated on Drawings, apply dampproofing to air exterior below grade surfaces of exterior underground walls in contact with earthwork or other backfill. 3.3.2.1 Apply from finished-grade line to top of footing, extend over top of footing, and down a minimum of 6 inches over outside face of footing. 3.3.2.2 Extend 12 inches onto intersecting walls and footings,but do not extend onto surfaces exposed to view when Project is completed. 3.3.2.3 Install flashings and corner protection stripping at internal and external corners, changes in plane,construction joints,cracks,and where shown as"reinforced,"by embedding an 8-inch wide strip of asphalt-coated glass fabric in a heavy coat of dampproofing. Dampproofing coat for embedding fabric is in addition to other coats required. rir 3.4 COLD-APPLIED,EMULSIFIED-ASPHALT DAMPPROOFING 3.4.1 On Concrete Foundations: Apply 2 brush or spray coats of semi-fibrated, semi-mastic, asphalt emulsion dampproofing materials,at rate of 5.0gal.per 100 square feet(each coat toproduce uniform,dry gq ), film thickness of not less than 1/8 inch. rr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 071113-3 rr MEADOW CREST PLAYGROUND SECTION 071113 PROJECT NO. 11.12.116 BITUMINOUS DAMPPROOFING 3.5 INSTALLATION OF MOLDED-SHEET DRAINAGE PANELS w 3.5.1 Place and secure molded-sheet drainage panels, with geotextile facing away from wall substrate, according to manufacturer's written instructions. Use adhesives or other methods that do not penetrate dampproofing. Lap edges and ends of geotextile to maintain continuity. Protect installed molded-sheet si drainage panels during subsequent construction. 3_6 CLEANING se 3.6.1 Remove dampproofing materials from surfaces not intended to receive dampproofing. +rr END OF SECTION 071113 wry re rri BLRB ARCHITECTS 04/02/13 rrr TACOMA,WASHINGTON PAGE: 071113-4 MEADOW CREST PLAYGROUND SECTION 071900 PROJECT NO. 11.12.116 WATER REPELLENTS wr wr PART 1 -GENERAL wr 11 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. ma 1.2 SUMMARY 1.2.1 This Section includes film-forming water-repellent coatings for the following vertical and ■r horizontal surfaces: 1.2.1.1 Concrete(unpainted)interior and exterior. 1.2.1.2 Concrete unit masonry(unpainted)interior and exterior. 1.2.2 Related Sections include the following: 1.2.2.1 Division 03 Section "Cast-in-Place Concrete" for curing compounds, curing and sealing compounds, and penetrating liquid floor treatments. 1.2.2.2 Division 04 Section "Unit Masonry" for integral water-repellent admixture for unit masonry assemblies. 1.2.2.3 Division 07 Section"Joint Sealants." 1.2.2.4 Division 09 Section"Exterior Painting." 11111 1.2.2.5 Division 09 Section"Graffiti-Resistant Coatings." 1_3 PERFORMANCE REQUIREMENTS 1.3.1 Performance Testing: Provide water repellents that comply with test-performance requirements indicated, as evidenced by reports of tests performed by manufacturer based on Project-specific preconstruction testing by a qualified independent testing agency on manufacturer's standard products applied to substrates simulating those on Project using same application methods to be used for Project. wr 1.3.1.1 Owner will engage testing agency to perform preconstruction tests on laboratory mockups. 1.3.1.2 Select sizes and configurations of assemblies to adequately demonstrate capability of water repellents to comply with performance requirements. 1.3.1.3 Notify Architect seven days in advance of the dates and times when assemblies will be constructed. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 071900- 1 rw MEADOW CREST PLAYGROUND SECTION 071900 PROJECT NO. 11.12.116 WATER REPELLENTS 1.3.2 Absorption: Minimum 90 percent reduction of absorption after 24 hours in comparison of treated and untreated specimens. 1.3.2.1 Concrete Unit Masonry: ASTM C 140. 1.3.2.2 Hardened Concrete: ASTM C 642 1.3.3 Water-Vapor Transmission: Maximum 10 percent reduction in rate of vapor transmission in ire comparison of treated and untreated specimens,per ASTM E 96. 1.3.4 Permeability: Minimum 80 percent water-vapor transmission in comparison of treated and untreated specimens,per ASTM D 1653. 1.3.5 Water Penetration and Leakage through Masonry: Maximum 90 percent reduction in leakage rate in comparison of treated and untreated specimens,per ASTM E 514. „o 1.3.6 Durability: Maximum 5 percent loss of water repellency after 2500 hours of weathering in comparison to specimens before weathering,per ASTM G 154. 1.3.7 Chloride-Ion Intrusion in Concrete: NCHRP Report 244, Series II tests. 1.3.7.1 Reduction of Water Absorption: 80 percent. so 1.3.7.2 Reduction in Chloride Content: 80 percent. a 1.4 SUBMITTALS 1.4.1 Product Data: For each type of product indicated. 1.4.1.1 Include manufacturer's standard colors. 1.4.2 Samples: For each type and color of water repellent and substrate indicated, 12 by 12 inches in size,with specified water-repellent treatment applied to half of each Sample. .w 1.4.3 Manufacturer Certificates: Signed by manufacturers certifying that water repellents comply with requirements. 1.4.4 Qualification Data: For Installer. 1.5 QUALITY ASSURANCE 1.5.1 Installer Qualifications: An employer of workers trained and approved by manufacturer. 1.5.2 Testing Agency Qualifications: An independent agency qualified according to ASTM E 548 for testing indicated. 1.5.3 Test Application: Apply a finish sample for each type of water repellent and substrate required. Duplicate finish of approved sample. BLRB ARCHITECTS 04/02/13 r' TACOMA,WASHINGTON PAGE: 071900-2 MEADOW CREST PLAYGROUND SECTION 071900 PROJECT NO. 11.12.116 WATER REPELLENTS 1.5.3.1 Locate each test application as directed by Architect. .�r 1.5.3.2 Size: Minimum 4 sq. ft. for each material receiving coating. 1.5.3.3 Final approval by Architect of color and water-repellent application will be from test applications. 1.5.4 Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section"Project Management and Coordination." 1.6 PROJECT CONDITIONS 1.6.1 Limitations: Proceed with application only when the following existing and forecasted weather and substrate conditions permit water repellents to be applied according to manufacturers' written instructions and warranty requirements: 1.6.1.1 Ambient temperature is above 40 deg F. rw 1.6.1.2 Concrete surfaces and mortar have cured for more than 28 days. ,rw 1.6.1.3 Concrete masonry walls are not treated prior to 30 days after building close-in. 1.6.1.4 Rain or snow is not predicted within 24 hours. ow 1.6.1.5 Application proceeds more than 24 hours after surfaces have been wet. 1.6.1.6 Substrate is not frozen, or surface temperature is above 40 deg F. 1.6.1.7 Windy conditions do not exist that may cause water repellent to be blown onto vegetation or surfaces not intended to be treated. do 1.7 WARRANTY dill 1.7.1 Special Warranty: Manufacturer, Contractor, and Applicator agree(s) to repair or replace materials that fail to maintain water repellency specified in Part 1 "Performance Requirements" Article within specified warranty period. 1.7.1.1 Warranty Period: Manufacturer's 10 years from date of Substantial Completion. .wr 1.7.2 Special Warranty: Installing Contractor warrants labor and materials for a period of 5 years against failure of non-performance per the warranty, or moisture intrusion. Intrusion at cracks is not warranted. PART 2 -PRODUCTS 2_1 MANUFACTURERS BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 071900-3 rr` MEADOW CREST PLAYGROUND SECTION 071900 PROJECT NO. 11.12.116 WATER REPELLENTS ®r 2.1.1 Products: Subject to compliance with requirements, provide one of the products listed in other Part 2 articles. 2.2 FILM-FORMING WATER REPELLENTS 2.2.1 Proprietary-Blend, Film-Forming Water Repellent: Clear, consisting of 1 or several different resins, acrylics, polymers, stearates, or oils plus other compounds or products of components; and with 3.3 lb/gal. or less of VOCs. 2.2.1.1 Products: aii 2.2.1.1.1 Professional Products of Kansas,Inc.; Professional Water Sealant- Super Strength. 2.2.1.1.2 Or approved. 1111 PART 3 -EXECUTION a 3.1 PREPARATION ow 3.1.1 Clean substrate of substances that might interfere with penetration or performance of water repellents. Test for moisture content, according to water-repellent manufacturer's written instructions, to ensure that surface is dry enough. .r 3.1.1.1 Cast-in-Place Concrete: Remove oil, curing compounds, laitance, and other substances that could prevent adhesion or penetration of water repellents. 3.1.2 Protect adjoining work, including sealant bond surfaces, from spillage or blow-over of water repellent. Cover adjoining and nearby surfaces of aluminum and glass if there is the possibility of water repellent being deposited on surfaces. Cover live plants and grass. as 3.1.3 Coordination with Sealants: Do not apply water repellent until sealants for joints adjacent to surfaces receiving water-repellent treatment have been installed and cured. mai 3.1.3.1 Water-repellent work may precede sealant application only if sealant adhesion and compatibility have been tested and verified using substrate, water repellent, and sealant materials identical to those used in the work. W 3.1.4 Proceed with installation only after unsatisfactory conditions have been corrected. > 3.2 APPLICATION 3.2.1 Provide single coat of water repellent. See Division 09 Section "Graffiti Resistant Coatings" for w additional coat in system for graffiti resistance. a BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 071900-4 a rw MEADOW CREST PLAYGROUND SECTION 071900 PROJECT NO. 11.12.116 WATER REPELLENTS 3.2.2 Apply water repellents to substrates in accordance with manufacturer's written instructions, environmental regulations, and application procedures determined from the test panel results approved by the Architect. 3.2.2.1 Water Repellent: Apply at the minimum square feet per gallon listed by the manufacturer for project, and substrate or surface to receive water repellent. Split face and fluted block may require less square feet per gallon than published by the manufacturer and more material based upon absorption/coverage. Consult the technical representative. See Division 04 Sections for type and kind of masonry to be used. 3.2.2.2 Application at CMU: Apply material in 2 coats with run down required by manufacturer to achieve the minimum square foot per gallon. Overlap application to prevent skips and thin coverage. Install materials uniform over areas to receive work. Start of run down is measured from lowest point of application. w.+ 3.2.2.3 Application will be observed by the manufacturer's representative to verify manufacturer's product and application requirements and recommendations are followed. Surfaces not monitored will receive re-application as required by Specifications and manufacturer with a representative present. Provide access and equipment. Provide 24 hour notice to Owner of application. The schedule will be coordinated with Owner's representative. 3.2.3 Apply to clean, dry, cured, and properly prepared surfaces approved by Architect. 3.2.4 Apply material as shipped by the manufacturer. Do not dilute. 3.2.5 Do not apply to surfaces to be painted. 3.2.6 Do not apply to compensate for structural or material defects in substrates. 3.2.7 Do not apply to substrates such as asphalt or polystyrene which may be affected by the solvent carrier. 3.2.8 Apply material using low pressure, airless sprayer (not to exceed 500 PSI), high-volume, low- pressure sprayer with solvent resistant fittings,foam roller,or brush of natural bristle or foam. re 3.2.8.1 Vertical Applications: When spraying, apply material from the top down, in even strokes, allowing for a 4 to 6 inch run down to ensure adequate saturation and penetration. Conduct test to determine if it is necessary to apply a mist coat prior to flood coating. 3.2.8.2 Horizontal Applications: If surface pooling or puddling appears, back-roll, brush, or broom away excess material. Complete penetration must occur. Material curing on surface may cause whiting or slickness. 3.2.8.2.1 Do not allow the product to accumulate on ledges or masonry that is jutting out. Wipe w.. off any excess product that accumulates on ledges with a clean rag. On areas such as pre-cast concrete, use a foam roller(1ft. to 16" long)to smooth out any run-down lines, which maybe caused by excess product running down from upper ledges. Call manufacturer for more detailed information. wr 3.2.9 Areas of Application: BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 071900-5 MEADOW CREST PLAYGROUND SECTION 071900 PROJECT NO. 11.12.116 WATER REPELLENTS am 3.2.9.1 Apply on all areas of exposed masonry from grade to top of masonry. 3.2.9.2 Apply to exposed Concrete surfaces. �rw 3.3 PROTECTION 3.3.1 Removal: Remove and reinstall protective coverings for repellent systems as necessary to maintain protection. Coordinate process with Contractor's construction sequencing. 'm 3.4 VERIFICATION am 3.4.1 Water Repellent: Manufacturer's representative to field test areas treated with water repellent using Rilem tube method, confirmed with water spray bottle method, with 5 tests for each type of substrate surface. Perform tests in presence of Architect and Contractor, in locations selected by Architect. Record location, surface materials, and absorption rates, and report findings to Contractor and Architect. Retreat walls where tests indicate water absorption exceeding manufacturer's published repellency data. Repeat testing and retreatment until acceptable. Record test results and present to Architect. 3.4.2 Repeat Testing: Perform 3 additional tests,per above, for each test found unacceptable. rrr END OF SECTION 071900 sit rr ail wr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 071900-6 a MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING on PART 1 -GENERAL 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. rw 1_2 SUMMARY 1.2.1 Section Includes: 1.2.1.1 Adhered polyvinyl-chloride(PVC)roofing system. 1.2.2 Related Requirements: e, 1.2.2.1 Section 076200 "Sheet Metal Flashing and Trim" for metal roof flashings and counterflashings. 1.2.2.2 Section 079200 "Joint Sealants" for joint sealants,joint fillers, and joint preparation. me 1.3 DEFINITIONS 1.3.1 Roofing Terminology: Definitions in ASTM D 1079 and glossary in NRCA's "The NRCA Roofing and Waterproofing Manual" apply to work of this Section. rr 1.4 PREINSTALLATION MEETINGS 1.4.1 Preinstallation Roofing Conference: Conduct conference at Project site . 1.4.1.1 Meet with Owner, Architect, Owner's insurer if applicable, testing and inspecting agency + representative, roofing Installer, roofing system manufacturer's representative, deck Installer, and installers whose work interfaces with or affects roofing, including installers of roof accessories and roof-mounted equipment. NO 1.4.1.2 Review methods and procedures related to roofing installation, including manufacturer's written instructions. air 1.4.1.3 Review and finalize construction schedule, and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 1.4.1.4 Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. all 1.4.1.5 Review structural loading limitations of roof deck during and after roofing. — BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON 075419- 1 MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING 1.4.1.6 Review base flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that affects roofing system. 1.4.1.7 Review governing regulations and requirements for insurance and certificates if applicable. 1.4.1.8 Review temporary protection requirements for roofing system during and after installation. 1.4.1.9 Review roof observation and repair procedures after roofing installation. 1.5 ACTION SUBMITTALS 1.5.1 Product Data: For each type of product. 1.5.2 Shop Drawings: For roofing system. Include plans, elevations, sections, details, and attachments to other work, including: 11111 1.5.2.1 Base flashings and membrane terminations. 1.5.2.2 Polymer-coated metal fabrications for heat welding. 1.5.2.3 Fastening patterns for corner,perimeter, and field-of-roof locations for substrate board. mo 1.5.3 Samples for Verification: For the following products: 1.5.3.1 Sheet roofing,of color required. 1.5.3.2 Polymer-coated metal color 1.5.3.3 Walkway pads or rolls,of color required. 1.6 INFORMATIONAL SUBMITTALS 1.6.1 Qualification Data: For Installer and manufacturer. 1.6.2 Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system nr complies with requirements specified in"Performance Requirements" Article. 1.6.2.1 Submit evidence of compliance with performance requirements. rim 1.6.3 Product Test Reports: For components of roofing system, for tests performed by manufacturer and witnessed by a qualified testing agency. 1.6.4 Research/Evaluation Reports: For components of roofing system, from ICC-ES. 1.6.5 Field quality-control reports. me 1.6.6 Sample Warranties: For manufacturer's special warranties. r BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON 075419-2 111 1111 MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING rill 1.7 CLOSEOUT SUBMITTALS 1.7.1 Maintenance Data: For roofing system to include in maintenance manuals. 1_8 QUALITY ASSURANCE .�r 1.8.1 Manufacturer Qualifications: A qualified manufacturer that is UL listed for roofing system identical to that used for this Project. 1.8.1.1 Company specializing in this type of roofing with minimum 5 years experience. A qualified manufacturer that is approved for membrane roofing system identical to that used for this Project. Manufacturer to certify that membrane meets physical properties specified and that this application, plus associated work, is acceptable to manufacturer. 1.8.2 Installer Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty. +rr 1.8.2.1 Installer Approved by manufacturer and specializing in single-ply systems with at least 3 installations of this type system within past 2 years. aril 1_9 DELIVERY,STORAGE,AND HANDLING 1.9.1 Deliver roofing materials to Project site in original containers with seals unbroken and labeled 'e with manufacturer's name, product brand name and type, date of manufacture, approval or listing agency markings, and directions for storing and mixing with other components. .or 1.9.2 Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. Protect stored liquid material from direct sunlight. orr 1.9.2.1 Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. eta 1.9.3 Protect roof materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with insulation manufacturer's written instructions for handling, storing, and protecting during installation. aw 1.9.4 Handle and store roofing materials, and place equipment in a manner to avoid permanent deflection of deck. IMO 1.10 FIELD CONDITIONS 1.10.1 Weather Limitations: Proceed with installation only when existing and forecasted weather conditions permit roofing system to be installed according to manufacturer's written instructions and warranty requirements. 4111 1 BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON 075419—3 ■r MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING 1.11 WARRANTY 1.11.1 Special Warranty: Manufacturer agrees to repair or replace components of roofing system that fa fail in materials or workmanship within specified warranty period. 1.11.1.1 Special warranty includes membrane roofing, base flashings, fasteners, substrate boards, roofing accessories, and other components of roofing system. so 1.11.1.2 Warranty Period: 20 years from date of Substantial Completion. a 1.11.2 Special Project Warranty: Submit roofing Installer's warranty, on warranty form at end of this Section, signed by Installer, covering the Work of this Section, including all components of roofing system such as membrane roofing, base flashing, fasteners, substrate boards, vapor retarders, other roof products,for the following warranty period: 1.11.2.1 Warranty Period: 5 years from date of Substantial Completion. a 1.11.3 Two-Year Inspection: Contact manufacturer, during 90 day period immediately preceding 2 year anniversary of guarantee date,to arrange for mandatory two-year inspection. Have inspection attended by Owner, Architect, Contractor, roofing installer, and roofing system manufacturer's representative. rli Compile two-year inspection punchlist and distribute to attendees. Upon completion of items on two-year inspection punchlist, sign and mail punchlist to roofing system manufacturer's headquarters,verifying that items are in accordance with manufacturer's recommendations. PART 2 -PRODUCTS a 2.1 MANUFACTURERS a 2.1.1 Basis-of-Design Product: Sika/Sarnafil G410-15 or approved. 2.1.2 Source Limitations: Obtain components including for roofing system from same manufacturer as membrane roofing or manufacturer approved by membrane roofing manufacturer. 2.2 PERFORMANCE REQUIREMENTS "r 2.2.1 General Performance: Installed roofing and base flashings shall withstand specified uplift pressures, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Roofing and base flashings shall remain watertight. 2.2.1.1 Accelerated Weathering: Roofing system shall withstand 2000 hours of exposure when tested according to ASTM G 152,ASTM G 154, or ASTM G 155. 2.2.1.2 Impact Resistance: Roofing system shall resist impact damage when tested according to a ASTM D 3746 or ASTM D 4272. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON 075419—4 aim MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING 4 2.2.2 Material Compatibility: Roofing materials shall be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roofing manufacturer based on testing and field experience. 2.2.3 Roofing System Design: Tested by a qualified testing agency to resist the following uplift pressures: 2.2.3.1 Corner Uplift Pressure: 65 lbflsq. ft. 2.2.3.2 Perimeter Uplift Pressure: 45 lbfYsq. ft. 2.2.3.3 Field-of-Roof Uplift Pressure: 30 lbf/sq. ft. 2.2.4 Solar Reflectance Index: Not less than 104 when calculated according to ASTM E 1980, based on testing identical products by a qualified testing agency. 2.2.5 Energy Star Listing: Roofing system shall be listed on the DOE's ENERGY STAR "Roof Products Qualified Product List" for low-slope roof products. 2.2.6 Energy Performance: Roofing system shall have an initial solar reflectance index of not less than 0.83 and an emissivity of not less than 0.90 when tested according to CRRC-1. ,,a 2.2.7 Exterior Fire-Test Exposure: ASTM E 108 or UL 790, Class A; for application and roof slopes indicated;testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency. 2_3 PVC ROOFING +rr 2.3.1 PVC Sheet: ASTM D 4434/D 4434M,Type III, fabric reinforced. 2.3.1.1 Basis-of-Design Product: Subject to compliance with requirements, provide Sika/Sarnafil G410-15 or approved. 2.3.1.2 Thickness: 60 mils,nominal. 2.3.1.3 Exposed Face Color: EnergySmart White 2_4 AUXILIARY ROOFING MATERIALS 2.4.1 General: Auxiliary materials recommended by roofing system manufacturer for intended use and r compatible with roofing. 2.4.2 Sheet Flashing: Manufacturer's Polymer-coated sheet flashing of same material, type, reinforcement,thickness, and color as selected from full range of Manufacturer's colors. Ww 2.4.3 Bonding Adhesive: Manufacturer's standard. die 2.4.3.1 Sika/Sarnafil Sarnacol 2170 Adhesive "i" BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON 075419-5 um MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING it 2.4.4 Metal Termination Bars: Manufacturer's standard, predrilled stainless-steel or aluminum bars, approximately 1 by 1/8 inch thick; with anchors. 2.4.4.1 Sika/Sarnafil Sarnastop 2.4.5 Metal Battens: Manufacturer's standard, aluminum-zinc-alloy-coated or zinc-coated steel sheet, approximately 1 inch wide by 0.05 inch thick,prepunched. Slotted holes spaced at 6 inches o.c. 2.4.6 Miscellaneous Accessories: Provide preformed cone and vent sheet flashings (Sarnastack), preformed inside and outside corner sheet flashings (Sarnacorners — Universal), T-joint covers tint (Sarnacircle"G"), and other accessories. 2.4.7 Coated Metal Flashing: 24 gauge (0.023 inch)thick, hot-dipped G-90 steel with 0.020 inch thick PVC compatible coating. Color as selected from full range of colors. 2.4.7.1 Sika/Sarnafil Sarnaclad N 2.5 ACCESSORIES 2.5.1 General: accessories recommended by manufacturer for intended use and compatibility with roofing. 2.5.2 Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion- N resistance, designed for fastening cover boards to substrate, and acceptable to roofing system manufacturer. W 2.5.2.1 Sika/Sarnafil plate and Sarnafastener#12 2.5.3 Substrate Board: ASTM C 1177/C 1177M, glass-mat, water-resistant gypsum substrate, 1/2 inch > thick, factory primed. 2.5.3.1 Products: Subject to compliance with requirements, provide one of the following : 2.5.3.1.1 Georgia-Pacific Corporation; Dens Deck Prime. r i PART 3 - EXECUTION 3_1 EXAMINATION 3.1.1 Examine substrates, areas, and conditions, with Installer present, for compliance with r requirements and other conditions affecting performance of the Work: 3.1.1.1 Verify that roof openings and penetrations are in place, curbs are set and braced, and roof- drain bodies are securely clamped in place. N 3.1.1.2 Verify that substrate is visibly dry and free of moisture. Verify that any surface contaminants on the roof deck have been removed. +rt BLRB ARCHITECTS 04/02/13 N TACOMA,WASHINGTON 075419-6 as MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING 3.1.2 Proceed with installation only after unsatisfactory conditions have been corrected. err 3_2 PREPARATION 3.2.1 Clean substrate of dust, debris, moisture, and other substances detrimental to roofing installation to according to roofing system manufacturer's written instructions. Remove sharp projections. 3.2.2 Prevent materials from entering and clogging roof drains and conductors and from spilling or rr migrating onto surfaces of other construction. Remove roof-drain plugs when no work is taking place or when rain is forecast. ow 3_3 ROOFING INSTALLATION,GENERAL 3.3.1 Install roofing system according to roofing system manufacturer's written instructions. 3.3.2 Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at end of workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing. 3.4 VAPOR-RETARDER INSTALLATION 3.4.1 Self-Adhering-Sheet Vapor Retarder: Prime substrate if required by manufacturer. Install self- adhering-sheet vapor retarder over area to receive vapor retarder, side and end lapping each sheet a minimum of 3-1/2 inches and 6 inches respectively. Seal laps by rolling. 3.4.2 Completely seal vapor retarder at terminations, obstructions, and penetrations to prevent air and rr water movement into roofing system. 3.5 SUBTRATE BOARD INSTALLATION 3.5.1 Coordinate installing roofing system components so substrate is not exposed to precipitation or left exposed at the end of the workday. rr� 3.5.2 Comply with roofing system manufacturer's written instructions for installing membrane. 3.5.3 Install substrate boards over deck with long joints in continuous straight lines with end joints staggered between rows. Offset joints below a minimum of one-half sheet in each direction. Loosely butt substrate boards together and fasten to roof deck. 3.5.3.1 Fasten substrate boards to resist uplift pressure at corners, perimeter,and field of roof. 3.6 ADHERED ROOFING INSTALLATION 3.6.1 Adhere roofing over area to receive roofing according to roofing system manufacturer's written m,, instructions. Unroll roofing and allow to relax before retaining. 3.6.1.1 Install sheet according to ASTM D 5036. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON 075419—7 ar re MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING lei 3.6.2 Start installation of roofing in presence of roofing system manufacturer's technical personnel. 3.6.3 Accurately align roofing, and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. 3.6.4 Bonding Adhesive: Apply to substrate and underside of roofing at rate required by manufacturer, and allow to partially dry before installing roofing. Do not apply to splice area of roofing. 3.6.5 In addition to adhering, mechanically fasten roofing securely at terminations, penetrations, and perimeter of roofing. rir 3.6.6 Apply roofing with side laps shingled with slope of roof deck where possible. 3.6.7 Seams: Clean seam areas, overlap roofing, and hot-air weld side and end laps of roofing and sheet flashings according to manufacturer's written instructions,to ensure a watertight seam installation. 3.6.7.1 Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of sheet. 3.6.7.2 Verify field strength of seams a minimum of twice daily,and repair seam sample areas. 3.6.7.3 Repair tears,voids, and lapped seams in roofing that do not comply with requirements. 3.6.8 Spread sealant bed over deck-drain flange at roof drains, and securely seal roofing in place with clamping ring. S 3.7 BASE FLASHING INSTALLATION 3.7.1 Install sheet flashings and preformed flashing accessories, and adhere to substrates according to roofing system manufacturer's written instructions. 3.7.2 Apply bonding adhesive to substrate and underside of sheet flashing at required rate, and allow to me partially dry. Do not apply to seam area of flashing. 3.7.3 Flash penetrations and field-formed inside and outside corners with cured or uncured sheet flashing. 3.7.4 Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-air weld side and end laps to ensure a watertight seam installation. 3.7.5 Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars. N 3.8 FIELD QUALITY CONTROL S 3.8.1 Testing Agency: Engage a qualified testing agency to inspect substrate conditions, surface preparation,membrane application, flashings,protection, and drainage components, and to furnish reports to Architect. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON 075419-8 S MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING so 3.8.2 Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion. 3.8.3 Repair or remove and replace components of roofing system where inspections indicate that they do not comply with specified requirements. 3.8.4 Additional testing and inspecting, at Contractor's expense, will be performed to determine if replaced or additional work complies with specified requirements. 3_9 PROTECTING AND CLEANING 3.9.1 Protect roofing system from damage and wear during remainder of construction period. When remaining construction does not affect or endanger roofing, inspect roofing for deterioration and damage, describing its nature and extent in a written report,with copies to Architect and Owner. 3.9.2 Correct deficiencies in or remove roofing system that does not comply with requirements, repair substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements. am 3.9.3 Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction. 3.10 ROOFING INSTALLER'S WARRANTY 3.10.1 WHEREAS of , herein called the "Roofing Installer," has performed roofing and associated work ("work") on the following project: 3.10.1.1 Owner: <Insert name of Owner>. 3.10.1.2 Address: <Insert address>. 3.10.1.3 Building Name/Type: <Insert information>. 3.10.1.4 Address: <Insert address>. 3.10.1.5 Area of Work: <Insert information>. 3.10.1.6 Acceptance Date: oil Warranty Period: <Insert time>. 3.10.1.8 Expiration Date: 3.10.2 AND WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor) to warrant said work against leaks and faulty or defective materials and workmanship for designated Warranty Period, BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON 075419-9 .rr err MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING rir 3.10.3 NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth, that during Warranty Period he will, at his own cost and expense, make or cause to be made such repairs to or replacements of said work as are necessary to correct faulty and defective work and as are necessary to maintain said work in a watertight condition. 3.10.4 This Warranty is made subject to the following terms and conditions: 3.10.4.1 Specifically excluded from this Warranty are damages to work and other parts of the building,and to building contents, caused by: 3.10.4.1.1 lightning; 3.10.4.1.2 peak gust wind speed exceeding<Insert mph>; 3.10.4.1.3 fire; 3.10.4.1.4 failure of roofing system substrate, including cracking, settlement, excessive deflection, deterioration,and decomposition; 3.10.4.1.5 faulty construction of parapet walls, copings, chimneys, skylights, vents, equipment supports,and other edge conditions and penetrations of the work; 3.10.4.1.6 vapor condensation on bottom of roofing; and 3.10.4.1.7 activity on roofing by others, including construction contractors, maintenance personnel, other persons, and animals,whether authorized or unauthorized by Owner. 3.10.4.2 When work has been damaged by any of foregoing causes, Warranty shall be null and void until such damage has been repaired by Roofing Installer and until cost and expense thereof have been paid by Owner or by another responsible party so designated. rr/ 3.10.4.3 Roofing Installer is responsible for damage to work covered by this Warranty but is not liable for consequential damages to building or building contents resulting from leaks or faults or defects of work. 3.10.4.4 During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer, including cutting, patching, and maintenance in connection with penetrations, attachment of other work, and positioning of anything on roof, this Warranty shall become null and void on date of said alterations, but only to the extent said alterations affect work covered by this Warranty. If Owner engages Roofing Installer to perform said alterations, Warranty shall not become null and void unless rrr Roofing Installer, before starting said work, shall have notified Owner in writing, showing reasonable cause for claim, that said alterations would likely damage or deteriorate work, thereby reasonably justifying a limitation or termination of this Warranty. a 3.10.4.5 During Warranty Period, if original use of roof is changed and it becomes used for, but was not originally specified for, a promenade, work deck, spray-cooled surface, flooded basin, or other use or service more severe than originally specified, this Warranty shall become null and void on date of said change,but only to the extent said change affects work covered by this Warranty. BLRB ARCHITECTS 04/02/13 sir TACOMA,WASHINGTON 075419- 10 wr MEADOW CREST PLAYGROUND SECTION 075419 PROJECT NO. 11.12.116 POLYVINYL-CHLORIDE(PVC)ROOFING AO 3.10.4.6 Owner shall promptly notify Roofing Installer of observed, known, or suspected leaks, defects, or deterioration and shall afford reasonable opportunity for Roofing Installer to inspect work and to examine evidence of such leaks, defects, or deterioration. 3.10.4.7 This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall not operate to restrict or cut off Owner from other remedies and resources lawfully available to Owner in cases of roofing failure. Specifically, this Warranty shall not operate to relieve Roofing Installer of responsibility for performance of original work according to requirements of the Contract Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner's General Contractor. 3.10.5 IN WITNESS THEREOF, this instrument has been duly executed this day of 3.10.5.1 Authorized Signature: 3.10.5.2 Name: 3.10.5.3 Title: END OF SECTION 075419 AO Or r MO BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON 075419- 11 rr 1116 MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM PART 1 - GENERAL 1.1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY err 1.2.1 Section Includes: 1.2.1.1 Formed Products: le 1.2.1.1.1 Formed roof drainage sheet metal fabrications. ra 1.2.1.1.2 Formed low-slope roof edge sheet metal fabrications. 1.2.1.1.3 Formed equipment support flashing. 1.2.1.1.4 Heavy-Duty Downspout pipe 1.2.2 Related Sections: 1.2.2.1 Division 07 Section "Polyvinyl-Chloride (PVC) Membrane roofing" for sheet metal material with Polymer coated for heat-welding to membrane. 1.2.2.2 Division 09 Section "Exterior Painting" for painting unfinished plastic and metal flashing and drainage components. 1_3 PERFORMANCE REQUIREMENTS 1.3.1 General: Sheet metal flashing and trim assemblies as indicated shall withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failure due to defective manufacture, fabrication, installation, or other defects in construction. Completed sheet metal flashing and trim shall not rattle, leak, or loosen, and shall remain watertight. 1.3.2 Fabricate and install roof edge flashing capable of resisting the following forces according to rr recommendations: 1.3.2.1 See Wind Up-Lift tables in Structural General Notes. mar 1.3.3 Thermal Movements: Provide sheet metal flashing and trim that allows for thermal movements from ambient and surface temperature changes. 1.3.3.1 Temperature Change(Range): 120 deg F, ambient; 180 deg F,material surfaces. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200- 1 am MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM imi 1.4 SUBMITTALS 1.4.1 Product Data: For each type of product indicated. Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each manufactured product and accessory. 1.4.2 Shop Drawings: Show fabrication and installation layouts of sheet metal flashing and trim, including plans, elevations, expansion joint locations, and keyed details. Distinguish between shop- and field-assembled work. Details and drawings are to be drafted using CAD drafting. Include the following: rig 1.4.2.1 Identification of material,thickness,weight, and finish for each item and location in Project. 1.4.2.2 Details for forming sheet metal flashing and trim, including profiles, shapes, seams, and dimensions. 1.4.2.3 Details for joining, supporting, and securing sheet metal flashing and trim, including layout of fasteners,cleats, clips, and other attachments. Include pattern of seams. 1.4.2.4 Details of termination points and assemblies, including fixed points. S 1.4.2.5 Details of connections to adjoining work. 1.4.2.6 Detail formed flashing and trim at a scale of not less than 1-1/2 inches per 12 inches. 1.4.3 Samples for Initial Selection: For each type of sheet metal flashing,trim, and accessory indicated with factory-applied color finishes involving color selection. 1.4.4 Qualification Data: For qualified fabricator. 1.4.5 Maintenance Data: For sheet metal flashing, trim, and accessories to include in maintenance Nig manuals. 1.4.6 Warranty: Sample of special warranty. rai 1_5 QUALITY ASSURANCE 1.5.1 Fabricator Qualifications: Shop that employs skilled workers who custom fabricate sheet metal flashing and trim similar to that required for this Project and whose products have a record of successful in-service performance. lig 1.5.2 Sheet Metal Flashing and Trim Standard: Comply with SMACNA's "Architectural Sheet Metal Manual" unless more stringent requirements are specified or shown on Drawings. 1.5.2.1 NRCA—Latest Edition of The NRCA Roofing and Waterproofing Manual. 1.5.3 Preinstallation Conference: Conduct conference at Project site. 1.5.3.1 Meet with Owner, Architect, Owner's insurer if applicable, Installer, and installers whose work interfaces with or affects sheet metal flashing and trim including installers of roofing materials, roof accessories, unit skylights, and roof-mounted equipment. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200-2 S MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM imr 1.5.3.2 Review special roof details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect sheet metal flashing. 1.5.3.3 Document proceedings, including corrective measures and actions required, and furnish copy of record to each participant. rr 1_6 DELIVERY, STORAGE,AND HANDLING 1.6.1 Do not store sheet metal flashing and trim materials in contact with other materials that might cause staining, denting, or other surface damage. Store sheet metal flashing and trim materials away from uncured concrete and masonry. dis 1.6.2 Protect strippable protective covering on sheet metal flashing and trim from exposure to sunlight and high humidity, except to the extent necessary for the period of sheet metal flashing and trim installation. PART 2 -PRODUCTS 2.1 SHEET METALS 2.1.1 General: Protect mechanical and other finishes on exposed surfaces from damage by applying a strippable,temporary protective film before shipping. 2.1.1.1 Exposed Coil-Coated Finishes: 2.1.1.1.1 Two-Coat Fluoropolymer: AAMA 620. Fluoropolymer finish containing not less than err 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers'written instructions. 2.1.1.2 Color: Match Architect's samples. 2.1.1.3 Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. 2.1.2 Stainless-Steel Sheet: ASTM A 240/A 240M or ASTM A 666, Type 304, dead soft, fully annealed. 2.1.2.1 Finish: 4(polished directional satin). 2.1.2.2 Surface: Smooth, flat. 2.1.3 Metallic-Coated Steel Sheet: Restricted flatness steel sheet, metallic coated by the hot-dip process and prepainted by the coil-coating process to comply with ASTM A 755/A 755M. 2.1.3.1 Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792/A 792M, Class AZ50 coating + designation,Grade 40; structural quality. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200-3 so MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM 2.1.3.2 Surface: Smooth, flat. 2.1.3.3 Exposed Coil-Coated Finish: 2.1.3.3.1 Two-Coat Fluoropolymer: AAMA 621. Fluoropolymer finish containing not less than 70 percent PVDF resin by weight in color coat. Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturers'written instructions. ais 2.1.3.4 Color: Match Architect's samples. Nil 2.1.3.5 Concealed Finish: Pretreat with manufacturer's standard white or light-colored acrylic or polyester backer finish, consisting of prime coat and wash coat with a minimum total dry film thickness of 0.5 mil. rtr 2_2 UNDERLAYMENT MATERIALS 2.2.1 Felt: ASTM D 226,Type II(No. 30), asphalt-saturated organic felt,nonperforated. 2.2.2 Self-Adhering, High-Temperature Sheet: Minimum 30 to 40 mils thick, consisting of slip- ow resisting polyethylene-film top surface laminated to layer of butyl or SBS-modified asphalt adhesive,with release-paper backing; cold applied. Provide primer when recommended by underlayment manufacturer. 2.2.2.1 Thermal Stability: ASTM D 1970; stable after testing at 240 deg F. 2.2.2.2 Low-Temperature Flexibility: ASTM D 1970;passes after testing at minus 20 deg F. e 2.2.2.3 Products: Subject to compliance with requirements,provide one of the following: 2.2.2.3.1 Carlisle Coatings&Waterproofing Inc.; CCW WIP 300HT. 2.2.2.3.2 Grace Construction Products, a unit of W. R. Grace&Co.;Ultra. 2.2.2.3.3 Henry Company;Blueskin PE200 HT. 2.2.2.3.4 Or approved. err 2.3 MISCELLANEOUS MATERIALS 2.3.1 General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants, and other miscellaneous items as required for complete sheet metal flashing and trim installation and recommended by manufacturer of primary sheet metal or manufactured item unless otherwise indicated. 2.3.2 Fasteners: Wood screws, annular threaded nails, self-tapping screws, self-locking rivets and bolts, and other suitable fasteners designed to withstand design loads and recommended by manufacturer of primary sheet metal or manufactured item. 2.3.2.1 General: Blind fasteners or self-drilling screws, gasketed,with hex-washer head. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200-4 MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM err 2.3.2.1.1 Exposed Fasteners: Heads matching color of sheet metal using plastic caps or factory- applied coating. 2.3.2.1.2 Blind Fasteners: High-strength aluminum or stainless-steel rivets suitable for metal being fastened. 2.3.2.2 Fasteners for Aluminum Sheet: Aluminum or Series 300 stainless steel. 2.3.2.3 Fasteners for Stainless-Steel Sheet: Series 300 stainless steel. 2.3.2.4 Fasteners for Zinc-Coated (Galvanized) or Aluminum-Zinc Alloy-Coated Steel Sheet: Hot- dip galvanized steel according to ASTM A 153/A 153M or ASTM F 2329 or Series 300 stainless steel. 2.3.3 Elastomeric Sealant: ASTM C 920, elastomeric polyurethane or silicone polymer sealant; low modulus; of type, grade, class, and use classifications required to seal joints in sheet metal flashing and trim and remain watertight. 2.3.4 Butyl Sealant: ASTM C 1311, single-component, solvent-release butyl rubber sealant; polyisobutylene plasticized;heavy bodied for hooked-type expansion joints with limited movement. 2.3.5 Epoxy Seam Sealer: Two-part, noncorrosive, aluminum seam-cementing compound, recommended by aluminum manufacturer for exterior nonmoving joints, including riveted joints. air 2.3.6 Bituminous Coating: Cold-applied asphalt emulsion complying with ASTM D 1187. 2.3.7 Asphalt Roofing Cement: ASTM D 4586, asbestos free, of consistency required for application. wir 2.3.8 Elastomeric Boot Flashing: Provide EPDM conical boot flashing only, rubber not allowed, square or round base with metal edging for attachment, designed for pipe penetrations. Include stainless •-■ steel clamping band and sealant as recommended by manufacturer for sealing between pipe and boot flashing. Color: Black. 2.3.8.1 Manufacturers and products: 2.3.8.1.1 Firestone, QuickSeam Pipe Boot Flashing. 2.3.8.1.2 Master Flash Rubber Boot Flashing,Master Flash Black EPDM Square base Flashing. 2.3.8.1.3 Or approved. gst 2.4 FABRICATION, GENERAL rr 2.4.1 General: Custom fabricate sheet metal flashing and trim to comply with recommendations in SMACNA's "Architectural Sheet Metal Manual" that apply to design, dimensions, geometry, metal thickness, and other characteristics of item indicated. Fabricate items at the shop to greatest extent 01111" possible. 2.4.1.1 Fabricate sheet metal flashing and trim in thickness or weight needed to comply with .,r performance requirements, but not less than that specified for each application and metal. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200-5 rr MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM 2.4.1.2 Obtain field measurements for accurate fit before shop fabrication. 2.4.1.3 Form sheet metal flashing and trim without excessive oil canning, buckling, and tool marks and true to line and levels indicated,with exposed edges folded back to form hems. 2.4.1.4 Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces exposed to view. 2.4.2 Fabrication Tolerances: Fabricate sheet metal flashing and trim that is capable of installation to a tolerance of 1/4 inch in 20 feet on slope and location lines as indicated and within 1/8-inch offset of rrr adjoining faces and of alignment of matching profiles. 2.4.3 Sealed Joints: Form non-expansion but movable joints in metal to accommodate elastomeric 111. sealant. 2.4.4 Expansion Provisions: Where lapped expansion provisions cannot be used, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with butyl sealant concealed within at joints. 2.4.5 Fabricate cleats and attachment devices of sizes as recommended by SMACNA's "Architectural r Sheet Metal Manual" for application,but not less than thickness of metal being secured. 2.4.6 Seams: Fabricate nonmoving seams with flat-lock seams. Tin edges to be seamed, form seams, and solder. 2.4.7 Seams: Fabricate nonmoving seams with flat-lock seams. Form seams and seal with elastomeric ali sealant unless otherwise recommended by sealant manufacturer for intended use. Rivet joints where necessary for strength. 2.4.8 Seams for Aluminum: Fabricate nonmoving seams with flat-lock seams. Form seams and seal ast with epoxy seam sealer. Rivet joints where necessary for strength. 2.4.9 Do not use graphite pencils to mark metal surfaces. la 2.5 ROOF DRAINAGE SHEET METAL FABRICATIONS 2.5.1 Pre-manufactured gutter assembly: 2.5.1.1 Gutter Manufacturer: 2.5.1.1.1 North Clad 2.5.1.1.2 Or approved. 2.5.1.2 Materials; 2.5.1.2.1 Pre-finished ANSI/ASTM A653 Galvanized sheet steel,minimum 0.034 inch(22GA). 2.5.1.3 Size: Gs 600 . i BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200-6 MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM 2.5.1.4 SMACNA Style: Style F 2.5.1.5 Finish: 2.5.1.5.1 Exterior Finish: Polyvinylidene flouride (PVDF) minimum 70% Kynar resin, dry film thickness 0.8 mils minimum. 2.5.1.5.2 Exterior primer: Baked on epoxy primer coat, dry film thickness 0.2 mils minimum. .r� 2.5.1.5.3 Color: Custom color. 2.5.1.5.4 Interior finish: Factory standard prime-coat, dry film thickness 0.5 mils minimum. 2.5.1.6 Expansion Joints: Built in. 2.5.1.7 Accessories: sis 2.5.1.7.1 Wire ball downspout strainer. r, 2.5.1.7.2 Anchorage Devices: Type as recommended by manufacturer. 2.5.1.7.3 Expansion Joints: Provide manufacturer's standard expansion joint assemblies allowing err for minimum 3/4inch thermal movement. Spacing per manufacturer. 2.5.1.7.4 Gutter Brackets: Fabricate from 0.14 inch (10 GA) steel, galvanize and finish to match color of gutter. Multiple shapes required. 2.5.1.7.5 Top Gutter brackets: Fabricate 2 inch wide, from 0.060 inch (16 GA) steel, galvanize and finish to match color of gutter. Space at no greater than 18 inches o.c. rrr 2.5.2 Metal Pipe Downspouts: Fabricate round metal pipe downspouts complete with elbows and fittings. Furnish with metal hangers, from same material as downspouts, and anchors. di 2.5.2.1 Fabricated Hanger Style: Heavy Duty as shown on Drawings. 2.5.2.2 Fabricate: As indicated on Drawings 2.5.2.2.1 Galvanized steel pipe: Schedule 80 pipe. 2.6 LOW-SLOPE ROOF SHEET METAL FABRICATIONS 2.6.1 Roof-Edge Flashing and Fascia: Fabricate in minimum 96-inch long, but not exceeding 10-foot- long, sections. Furnish with 6-inch wide,joint cover plates. 2.6.1.1 SMACNA Type: Heavy Gauge Gravel-stop; type Fig. 2-10 WIN 2.6.1.2 Joint Style: Butt, with 6-inch wide, concealed back plate and 2-1/2-inch wide, exposed Fascia with continuous cleat. Mil BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200-7 +rr missmommormorrimmemer MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM 2.6.1.3 Edge metal: where details indicate heat welded membrane to flashing, provide fabrication of sheet metal with Polymer-coated metal supplied by Membrane Manufacturer- see Division 07 Section "Polyvinyl-Chloride(PVC)Membrane roofing". PART 3 -EXECUTION 3.1 EXAMINATION mm 3.1.1 Examine substrates, areas, and conditions, with Installer present, to verify actual locations, dimensions and other conditions affecting performance of the Work. 3.1.1.1 Verify compliance with requirements for installation tolerances of substrates. 3.1.1.2 Verify that substrate is sound,dry, smooth, clean, sloped for drainage, and securely anchored. 3.1.2 For the record, prepare written report, endorsed by Installer, listing conditions detrimental to performance of the Work. 3.1.3 Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 UNDERLAYMENT INSTALLATION 3.2.1 General: Install underlayment as indicated on Drawings. rig 3.2.2 Felt Underlayment: Install felt underlayment with adhesive for temporary anchorage to minimize use of mechanical fasteners under sheet metal flashing and trim. Apply in shingle fashion to shed water, with lapped joints of not less than 2 inches. rrl 3.2.3 Self-Adhering Sheet Underlayment: Install self-adhering sheet underlayment, wrinkle free. Apply primer if required by underlayment manufacturer. Comply with temperature restrictions of sit underlayment manufacturer for installation; use primer rather than nails for installing underlayment at low temperatures. Apply in shingle fashion to shed water,with end laps of not less than 6 inches staggered 24 inches between courses. Overlap side edges not less than 3-1/2 inches. Roll laps with roller. Cover underlayment within 14 days. 3.3 INSTALLATION,GENERAL uti 3.3.1 General: Anchor sheet metal flashing and trim and other components of the Work securely in place, with provisions for thermal and structural movement. Use fasteners, solder, welding rods, 111 protective coatings, separators, sealants, and other miscellaneous items as required to complete sheet metal flashing and trim system. 3.3.1.1 Install sheet metal flashing and trim true to line and levels indicated. Provide uniform, neat seams with minimum exposure of welds, and sealant. 3.3.1.2 Install sheet metal flashing and trim to fit substrates and to result in watertight performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200-8 r ti au MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM 3.3.1.3 Space cleats not more than 12 inches apart. Anchor each cleat with two fasteners. Bend tabs over fasteners. 3.3.1.4 Install exposed sheet metal flashing and trim without excessive oil canning, buckling, and tool marks. 3.3.1.5 Install sealant tape where indicated. 3.3.1.6 Torch cutting of sheet metal flashing and trim is not permitted. es 3.3.1.7 Do not use graphite pencils to mark metal surfaces. 3.3.2 Metal Protection: Where dissimilar metals will contact each other or corrosive substrates, protect dill against galvanic action by painting contact surfaces with bituminous coating or by other permanent separation as recommended by SMACNA. 3.3.2.1 Coat back side of sheet metal flashing and trim with bituminous coating where flashing and trim will contact wood, ferrous metal, or cementitious construction. .dill 3.3.2.2 Underlayment: Where installing metal flashing directly on cementitious or wood substrates, install a course of felt underlayment and cover with a slip sheet or install a course of polyethylene sheet. 3.3.3 Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space illik movement joints at a maximum of 10 feet with no joints allowed within 24 inches of corner or intersection. Where lapped expansion provisions cannot be used or would not be sufficiently watertight, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with sealant A` concealed within joints. 3.3.4 Fastener Sizes: Use fasteners of sizes that will penetrate wood sheathing not less than 1-1/4 mok inches for nails and not less than 3/4 inch for wood screws. 3.3.5 Seal joints as shown and as required for watertight construction. 3.3.5.1 Where sealant-filled joints are used, embed hooked flanges of joint members not less than 1 inch into sealant. Form joints to completely conceal sealant. When ambient temperature at time of installation is moderate, between 40 and 70 deg F, set joint members for 50 percent movement each way. Adjust setting proportionately for installation at higher ambient temperatures. Do not install sealant-type joints at temperatures below 40 deg F. r 3.3.5.2 Prepare joints and apply sealants to comply with requirements in Division 07 Section "Joint Sealants." 3.3.6 Rivets: Rivet joints in matching colored metal where indicated and where necessary for strength. 3.4 ROOF DRAINAGE SYSTEM INSTALLATION Wr 3.4.1 General: Install sheet metal roof drainage items to produce complete roof drainage system according to SMACNA recommendations and as indicated. Coordinate installation of roof perimeter flashing with installation of roof drainage system. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200-9 MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM 3.4.2 Hanging Gutters: Join sections with riveted and soldered joints or with lapped joints sealed with sealant. Provide for thermal expansion. Attach gutters at eave or fascia to firmly anchored gutter brackets spaced not more than 36 inches apart. Provide end closures and seal watertight with sealant. Slope to downspouts. Provide top brackets for gutters spaced not more 36 inches apart. 3.4.2.1 Fasten gutter spacers to front and back of gutter. 3.4.2.2 Loosely lock straps to front gutter bead and anchor to roof deck. 3.4.2.3 Anchor and loosely lock back edge of gutter to continuous cleat flashing. mn 3.4.2.4 Install gutter with expansion joints at locations indicated, but not exceeding, 50 feet apart. Install expansion joint caps. 3.4.2.5 Install continuous gutter screens on gutters with noncorrosive fasteners, removable for cleaning gutters. rii 3.4.3 Downspouts: Join sections with same size joint fittings, with watertight connections, provide clean-outs as detailed. 3.4.3.1 Provide hangers with fasteners designed to hold downspouts securely to walls. Locate hangers at top and bottom and at approximately 60 inches o.c. in between. 3.4.3.2 Provide wire ball strainer at each downspout location. 3.4.3.3 Provide elbows at base of downspout to direct water away from building. 3.4.3.4 Connect downspouts to underground drainage system indicated. 3.4.4 Expansion-Joint Covers: Install expansion joint covers at locations and of configuration indicated. Lap joints a minimum of 4 inches in direction of water flow. 3.5 ROOF FLASHING INSTALLATION or 3.5.1 General: Install sheet metal flashing and trim to comply with performance requirements and SMACNA's "Architectural Sheet Metal Manual." Provide concealed fasteners where possible, set units true to line, and level as indicated. Install work with laps, joints, and seams that will be permanently watertight and weather resistant. rir 3.5.2 Roof Edge Flashing: Anchor to resist uplift and outward forces according to recommendations in FMG Loss Prevention Data Sheet 1-49 for specified wind zone and as indicated. Interlock bottom edge of roof edge flashing with continuous cleat anchored to substrate at16-inch centers. 3.5.2.1 Prepare and fabricate Polymer-coated edge flashing to fit the profile ready for Membrane sheet flashing to be welded to flashing edge per the Membrane Manufacturer's requirements. 3.5.3 Pipe or Post Counterflashing: Install counterflashing umbrella with close-fitting collar with top edge flared for elastomeric sealant,extending a minimum of 4 inches over base flashing. Install stainless- steel draw band and tighten. BLRB ARCHITECTS 04/02/13 iir TACOMA,WASHINGTON PAGE: 076200- 10 or MEADOW CREST PLAYGROUND SECTION 076200 PROJECT NO. 11.12.116 SHEET METAL FLASHING AND TRIM 3.5.4 Counterflashing: Coordinate installation of counterflashing with installation of base flashing. Insert counterflashing in reglets or receivers and fit tightly to base flashing. Extend counterflashing 4 inches over base flashing. Lap counterflashing joints a minimum of 4 inches and bed with sealant. Secure in a waterproof manner by means of anchor and washer at 36-inch centers. 3.5.5 Roof-Penetration Flashing: Coordinate installation of roof-penetration flashing with installation 111of roofing and other items penetrating roof. Seal with elastomeric or butyl sealant and clamp flashing to pipes that penetrate roof. arr 3.6 ERECTION TOLERANCES 3.6.1 Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerance of 1/4 inch in 20 feet on slope and location lines as indicated and within 1/8-inch offset of adjoining faces and of alignment of matching profiles. 'l' 3.6.2 Installation Tolerances: Shim and align sheet metal flashing and trim within installed tolerances specified in MCA's "Guide Specification for Residential Metal Roofing." rr 3_7 CLEANING AND PROTECTION 3.7.1 Clean exposed metal surfaces of substances that interfere with uniform oxidation and weathering. 3.7.2 Clean and neutralize flux materials. Clean off excess solder. 3.7.3 Clean off excess sealants. 3.7.4 Remove temporary protective coverings and strippable films as sheet metal flashing and trim are OVA installed unless otherwise indicated in manufacturer's written installation instructions. On completion of installation, remove unused materials and clean finished surfaces. Maintain in a clean condition during construction. +rr 3.7.5 Replace sheet metal flashing and trim that have been damaged or that have deteriorated beyond successful repair by finish touchup or similar minor repair procedures. END OF SECTION 076200 err so rri BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 076200- 11 ma am ma rrl a a +rr w it a err MEADOW CREST PLAYGROUND SECTION 079200 PROJECT NO. 11.12.116 JOINT SEALANTS dw r�r PART 1 - GENERAL err L1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary "" Conditions and Division 01 Specification Sections, apply to this Section. r 1.2 SUMMARY 1.2.1 This Section includes joint sealants for the following applications, including those specified by reference to this Section: 1.2.1.1 Exterior joints in the following vertical surfaces and horizontal nontraffic surfaces: us 1.2.1.1.1 Construction joints in cast-in-place concrete. 1.2.1.1.2 Control and expansion joints in unit masonry. +rr 1.2.1.1.3 Joints between metal panels. 1.2.1.1.4 Joints between different materials listed above. 1.2.1.1.5 Perimeter joints between materials listed above and frames of doors, windows and louvers. dm 1.2.1.1.6 Control and expansion joints in ceilings and other overhead surfaces. err 1.2.1.1.7 Other joints as indicated. 1.2.1.2 Exterior joints in the following horizontal traffic surfaces: 1.2.1.2.1 Isolation and contraction joints in cast-in-place concrete slabs. 1.2.1.2.2 Joints between different materials listed above. rr 1.2.1.2.3 Other joints as indicated. 1.2.1.3 Interior joints in the following vertical surfaces and horizontal nontraffic surfaces: 1.2.1.3.1 Control and expansion joints on exposed interior surfaces of exterior walls. 1.2.1.3.2 Perimeter joints of exterior openings where indicated. 1.2.1.3.3 Vertical joints on exposed surfaces of interior unit masonry, concrete walls and partitions. an BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 079200— 1 wr rat MEADOW CREST PLAYGROUND SECTION 079200 PROJECT NO. 11.12.116 JOINT SEALANTS 1.2.1.3.4 Perimeter joints between interior wall surfaces and frames of interior doors,windows and elevator entrances. 1.2.1.3.5 Joints between plumbing fixtures and adjoining walls, floors, and counters. as 1.2.1.3.6 Other joints as indicated. 1.2.1.4 Interior joints in the following horizontal traffic surfaces: S 1.2.1.4.1 Isolation joints in cast-in-place concrete slabs. 1.2.1.4.2 Control and expansion joints in tile flooring. S 1.2.1.4.3 Other joints as indicated. 1.2.2 Related Sections include the following: 1.2.2.1 Division 04 Section "Unit Masonry" for masonry control and expansion joint fillers and gaskets. 1.2.2.2 Division 08 Section"Glazing" for glazing sealants. 1.3 SECTION REQUIREMENTS re 1.3.1 Submittals: Product Data and color Samples. 1.3.2 Samples for Verification: For each type and color of joint sealant required,provide Samples with joint sealants in 1/2-inch wide joints formed between two 6-inch long strips of material matching the appearance of exposed surfaces adjacent to joint sealants. 1.3.3 Product Certificates: For each type of joint sealant and accessory, signed by product manufacturer. 1.3.4 Qualification Data: For Installer. 1.3.5 Preconstruction Field Test Reports: Indicate which sealants and joint preparation methods resulted in optimum adhesion to joint substrates based on preconstruction testing specified in "Quality Assurance" Article. 1.3.6 Environmental Limitations: Do not proceed with installation of joint sealants when ambient and substrate temperature conditions are outside limits permitted by joint-sealant manufacturer or are below 40 deg F(4.4 deg C). 1.3.7 Arrange for tests to take place with joint-sealant manufacturer's technical representative present. 1.3.7.1 Method below is the first of four test methods recommended in Appendix X1.1 in ASTM C 1193. Revise if one of the other three test methods is more appropriate for Project joint conditions. BLRB ARCHITECTS 04/02/13 5 TACOMA,WASHINGTON PAGE: 079200-2 MEADOW CREST PLAYGROUND SECTION 079200 PROJECT NO. 11.12.116 JOINT SEALANTS r 1.3.7.2 Test Method: Test joint sealants according to Method A, Field-Applied Sealant Joint Hand Pull Tab, in Appendix XI in ASTM C 1193. 1.3.7.3 For joints with dissimilar substrates, verify adhesion to each substrate separately; extend cut along one side,verifying adhesion to opposite side. Repeat procedure for opposite side. 1.3.7.4 Report whether sealant in joint connected to pulled-out portion failed to adhere to joint substrates or tore cohesively. Include data on pull distance used to test each type of product and joint substrate. For sealants that fail adhesively,retest until satisfactory adhesion is obtained. 1.3.8 Evaluation of Preconstruction Field-Adhesion-Test Results: Sealants not evidencing adhesive failure from testing, in absence of other indications of noncompliance with requirements, will be considered satisfactory. Do not use sealants that fail to adhere to joint substrates during testing. err 1_4 WARRANTY 1.4.1 Special Installer's Warranty: Installer's standard form in which Installer agrees to repair or replace elastomeric joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty period. rr 1.4.1.1 Warranty Period: 5 years. 'S PART 2 -PRODUCTS 2.1 JOINT SEALANTS .r 2.1.1 Low-Emitting Materials: 'S 2.1.1.1 Exterior reactive sealants shall have a VOC content of not more than 50 g/L or 4 percent by weight, whichever is greater. 2.1.1.2 Other exterior caulks and sealants shall have a VOC content of not more than 30 g/L or 2 percent by weight,whichever is greater. 2.1.1.3 Interior sealants shall comply with the testing and product requirements of the California Department of Health Services' "Standard Practice for the Testing of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental Chambers." 2.1.2 Compatibility: Provide joint sealants,joint fillers, and other related materials that are compatible with one another and with joint substrates under service and application conditions. 2.1.3 Sealant for Use in Building Expansion Joints, One of the Following: 2.1.3.1 Single-component, neutral-curing silicone sealant, ASTM C 920, Type S; Grade NS; Class 100/50; for Use NT. 2.1.3.1.1 Products: One of the following: BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 079200-3 MEADOW CREST PLAYGROUND SECTION 079200 PROJECT NO. 11.12.116 JOINT SEALANTS as 2.1.3.1.1.1 Dow Corning Corporation; 790. 2.1.3.1.1.2 GE Advanced Materials- Silicones; SilPruf LM SCS2700. 2.1.3.1.1.3 May National Associates,Inc.;Bondaflex Sil 290. 2.1.3.1.1.4 Pecora Corporation; 301 NS. 2.1.3.1.1.5 Sika Corporation, Construction Products Division; SikaSil-C990. rri 2.1.3.1.1.6 Tremco Incorporated; Spectrem 1. wig 2.1.4 Sealant for General Exterior Use Where Another Type Is Not Specified, One of the Following: 2.1.4.1 Single-component, neutral-curing silicone sealant, ASTM C 920, Type S; Grade NS; Class 25;for Use NT. 2.1.4.1.1 Products: One of the following: 2.1.4.1.1.1 Dow Corning Corporation; 799. 2.1.4.1.1.2 GE Advanced Materials- Silicones; UltraGlaze SSG4000. rrr 2.1.4.1.1.3 May National Associates,Inc.; Bondaflex Sil 200 GPN. 2.1.4.1.1.4 Polymeric Systems,Inc.;PSI-631. 2.1.4.1.1.5 Schnee-Morehead,Inc.; SM5731 Poly-Glaze Plus. 2.1.4.1.1.6 Tremco Incorporated;Proglaze SSG. 2.1.5 Sealant for Exterior Traffic-Bearing Joints,Where Slope Precludes Use of Pourable Sealant: its 2.1.5.1 Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS; Class 25; for Use T. 2.1.5.1.1 Products: One of the following: 2.1.5.1.1.1 BASF Building Systems; Sonolastic NP1. J" 2.1.5.1.1.2 May National Associates,Inc.;Bondaflex PUR 40 FC. 2.1.5.1.1.3 Pacific Polymers International,Inc.;Elasto-Thane 230 Type II. 2.1.5.1.1.4 Sika Corporation, Construction Products Division; Sikaflex- la. re 2.1.5.1.1.5 Tremco Incorporated;Vulkem 116. 2.1.6 Sealant for Exterior Traffic-Bearing Joints,Where Slope Allows Use of Pourable Sealant: BLRB ARCHITECTS 04/02/13 so TACOMA,WASHINGTON PAGE: 079200-4 MEADOW CREST PLAYGROUND SECTION 079200 PROJECT NO. 11.12.116 JOINT SEALANTS �wr 2.1.6.1 Single-component, pourable urethane sealant, ASTM C 920, Type S; Grade P; Class 25; for Use T. 2.1.6.1.1 Products: One of the following: 2.1.6.1.1.1 BASF Building Systems; Sonolastic SL 1. 2.1.6.1.1.2 Bostik,Inc.; Chem-Calk 950. 2.1.6.1.1.3 May National Associates,Inc.; Bondaflex PUR 35 SL. 2.1.6.1.1.4 Pecora Corporation;Urexpan NR-201. 2.1.6.1.1.5 Polymeric Systems,Inc.;Flexiprene 952. ale 2.1.6.1.1.6 Schnee-Morehead,Inc.; Permathane SM7101. 2.1.6.1.1.7 Sika Corporation. Construction Products Division; Sikaflex- 1CSL. r�r 2.1.6.1.1.8 Tremco Incorporated; Vulkem 45. +�• 2.1.7 Sealant for Interior Use at Perimeters of Door and Window Frames: 2.1.7.1 Acrylic latex or siliconized acrylic latex,ASTM C 834,Type OP, Grade NF. MO 2.1.7.1.1 Products: One of the following: .rr 2.1.7.1.1.1 BASF Building Systems; Sonolac. 2.1.7.1.1.2 Bostik,Inc.; Chem-Calk 600. rw 2.1.7.1.1.3 May National Associates,Inc.;Bondaflex 600. 2.1.7.1.1.4 Pecora Corporation; AC-20+. 2.1.7.1.1.5 Schnee-Morehead,Inc.; SM 8200. 2.1.7.1.1.6 Tremco Incorporated; Tremflex 834. Mill 2_2 MISCELLANEOUS MATERIALS 2.2.1 Provide sealant backings of material that are nonstaining; are compatible with joint substrates, sealants, primers, and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. 2.2.2 Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth and otherwise contribute to producing optimum sealant performance. .r yrr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 079200-5 Mr mow MEADOW CREST PLAYGROUND SECTION 079200 PROJECT NO. 11.12.116 JOINT SEALANTS 2.2.3 Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint. Provide self-adhesive tape where applicable. 2.2.4 Primer: Material recommended by joint-sealant manufacturer where required for adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. PART 3 -EXECUTION 3.1 INSTALLATION 3.1.1 Comply with ASTM C 1193. 3.1.2 Install sealant backings to support sealants during application and to produce cross-sectional shapes and depths of installed sealants that allow optimum sealant movement capability. 3.1.3 Install bond-breaker tape behind sealants where sealant backings are not used between sealants and backs of joints. 3.1.4 Acoustical Sealant Installation: At sound-rated assemblies and elsewhere as indicated, seal perimeters, control joints, openings, and penetrations with a continuous bead of acoustical sealant. Install acoustical sealant at both faces of partitions. Comply with ASTM C 919. END OF SECTION 079200 rri lik • a a rrr BLRB ARCHITECTS 04/02/13 a TACOMA,WASHINGTON PAGE: 079200-6 MEADOW CREST PLAYGROUND SECTION 081113 PROJECT NO. 11.12.116 HOLLOW METAL DOORS AND FRAMES rir PART 1 - GENERAL 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. illik 1.2 SUMMARY 1.2.1 Section Includes: 1.2.1.1 Custom and Heavy-Duty hollow metal doors and frames. 1.2.2 Related Sections: m 1.2.2.1 Division 01 Section"Sustainable Design Requirements". err 1.2.2.2 Division 04 Section "Unit Masonry" for embedding anchors for hollow metal work into masonry construction. 1.2.2.3 Division 08 Section"Finish Hardware" for door hardware for hollow metal doors. 1.2.2.4 Division 08 Section"Glazing" for door and hollow metal framed glazing. 1.2.2.5 Division 08 Section"Stainless Steel Frames"framed openings at kitchen counter shutter. 1.2.2.6 Division 09 Sections "Exterior Painting" and "Interior Painting" for field painting hollow metal doors and frames. 1.2.2.7 Division 26 Sections for electrical connections including conduit and wiring for door controls and operators. sta 1.3 DEFINITIONS 1.3.1 Minimum Thickness: Minimum thickness of base metal without coatings. swa 1.3.2 Custom Hollow Metal Work: Hollow metal work fabricated according to ANSI/NAAMM- HMMA 862. rr BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 081113 - 1 +rr OP MEADOW CREST PLAYGROUND SECTION 081113 PROJECT NO. 11.12.116 HOLLOW METAL DOORS AND FRAMES 1.4 SUBMITTALS 1.4.1 Product Data: For each type of product indicated. Include construction details, material descriptions, core descriptions, fire-resistance rating„temperature-rise ratings, and finishes. 1.4.2 Shop Drawings: Include the following: 1.4.2.1 Elevations of each door design. wry 1.4.2.2 Details of doors, including vertical and horizontal edge details and metal thicknesses. 1.4.2.3 Frame details for each frame type, including dimensioned profiles and metal thicknesses. 1.4.2.4 Locations of reinforcement and preparations for hardware. 1.4.2.5 Details of each different wall opening condition. 1.4.2.6 Details of anchorages,joints, field splices, and connections. a 1.4.2.7 Details of accessories. 1.4.2.8 Details of moldings,removable stops, and glazing. 1.4.2.9 Details of conduit and preparations for power, signal, and control systems. mai 1.4.3 Other Action Submittals: 1.4.3.1 Schedule: Provide a schedule of hollow metal work prepared by or under the supervision of supplier, using same reference numbers for details and openings as those on Drawings. Coordinate gi with door hardware schedule. 1.4.4 Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified rw testing agency, for each type of hollow metal door and frame assembly. 1.5 QUALITY ASSURANCE 1.5.1 Source Limitations: Obtain hollow metal work from single source from single manufacturer. a 1.6 DELIVERY,STORAGE,AND HANDLING tili 1.6.1 Deliver hollow metal work palletized, wrapped, or crated to provide protection during transit and Project-site storage. Do not use nonvented plastic. 1.6.1.1 Provide additional protection to prevent damage to finish of factory-finished units. 1.6.2 Deliver welded frames with two removable spreader bars across bottom of frames,tack welded to jambs and mullions. a BLRB ARCHITECTS 04/02/13 ito TACOMA,WASHINGTON PAGE: 081113 -2 rig MEADOW CREST PLAYGROUND SECTION 081113 PROJECT NO. 11.12.116 HOLLOW METAL DOORS AND FRAMES rr 1.6.3 Store hollow metal work under cover at Project site. Place in stacks of five units maximum in a gni vertical position with heads up, spaced by blocking, on minimum 4-inch- high wood blocking. Do not store in a manner that traps excess humidity. wig 1.6.3.1 Provide minimum 1/4-inch space between each stacked door to permit air circulation. 1.7 PROJECT CONDITIONS 1.7.1 Field Measurements: Verify actual dimensions of openings by field measurements before fabrication. 1_8 COORDINATION 1.8.1 Coordinate installation of anchorages for hollow metal frames. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors. Deliver such items to Project site in time for installation. PART 2 -PRODUCTS 2.1 MANUFACTURERS rr 2.1.1 Manufacturers: Subject to compliance with requirements, provide products by one of the following: 2.1.1.1 Amweld Building Products,LLC. 2.1.1.2 Ceco Door Products; an Assa Abloy Group company. 2.1.1.3 Curries Company; an Assa Abloy Group company. 2.1.1.4 Republic Steel Products 2.1.1.5 Steelcraft; an Ingersoll-Rand company. 2.1.1.6 Stiles Hollow Metal 2.1.1.7 Or approved. 2.2 MATERIALS 2.2.1 Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B; suitable for exposed applications. 2.2.2 Hot-Rolled Steel Sheet: ASTM A 1011/A 10l 1M, Commercial Steel (CS), Type B; free of scale, pitting, or surface defects;pickled and oiled. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 081113 -3 ,r. am MEADOW CREST PLAYGROUND SECTION 081113 PROJECT NO. 11.12.116 HOLLOW METAL DOORS AND FRAMES 2.2.3 Metallic-Coated Steel Sheet: ASTM A 653/A 653M, Commercial Steel (CS), Type B; with minimum G60 or A60 metallic coating. a 2.2.4 Frame Anchors: ASTM A 591/A 591M, Commercial Steel (CS), 40Z coating designation; mill phosphatized. 2.2.4.1 For anchors built into exterior walls, steel sheet complying with ASTM A 1008/A 1008M or ASTM A 1011/A 1011M,hot-dip galvanized according to ASTM A 153/A 153M,Class B. mg 2.2.5 Inserts, Bolts,and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M. 2.2.6 Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for application +rri indicated, fabricated from corrosion-resistant materials,with clips or other accessory devices for attaching hollow metal frames of type indicated. a 2.2.7 Mineral-Fiber Insulation: ASTM C 665, Type I (blankets without membrane facing); consisting of fibers manufactured from slag or rock wool with 6- to 12-lb/cu. ft. density; with maximum flame- spread and smoke-development indexes of 25 and 50, respectively; passing ASTM E 136 for combustion characteristics. 2.2.7.1 Provide insulated door assembly with a minimum of.36 U. a 2.2.8 Glazing: Comply with requirements in Division 08 Section"Glazing." a 2.3 CUSTOM HOLLOW METAL DOORS 2.3.1 General: Provide doors not less than 1-3/4 inches thick, of seamless and welded hollow metal foi construction unless otherwise indicated. Construct doors with smooth surfaces without visible joints or seams on exposed faces. Comply with ANSI/NAAMM-HMMA 862. 2.3.2 Door Face Sheets: Fabricated from metallic-coated steel sheet, minimum 0.067 inch thick err continuous weld extending the full height of door. 2.3.3 Core Construction: Provide thermal-resistance-rated cores for exterior doors and interior doors where indicated. 2.3.3.1 Steel-Stiffened Core: 0.033-inch- thick, steel vertical stiffeners of same material as face Olt sheets extending full-door height, with vertical webs spaced not more than 6 inches apart, spot welded to face sheets a maximum of 5 inches o.c. Spaces filled between stiffeners with glass- or mineral-fiber insulation. a 2.3.4 Vertical Edges for Single-Acting Doors: Beveled 1/8 inch in 2 inches. 2.3.5 Top and Bottom Channels: Closed with continuous channels,minimum 0.053 inch thick,of same material as face sheets and continuously welded to both face sheets. 2.3.6 Hardware Reinforcement: Fabricate according to ANSI/NAAMM-HMMA 862 reinforcing plates. BLRB ARCHITECTS 04/02/13 a TACOMA,WASHINGTON PAGE: 081113 -4 t err MEADOW CREST PLAYGROUND SECTION 081113 PROJECT NO. 11.12.116 HOLLOW METAL DOORS AND FRAMES 2_4 CUSTOM HOLLOW METAL FRAMES rrr 2.4.1 General: Fabricate frames of construction indicated. Close contact edges of corner joints tight with faces mitered and stops butted or mitered. Continuously weld faces and soffits and finish faces smooth. Comply with ANSI/NAAMM-HMMA 862. 2.4.1.1 Door Frames for Openings 48 Inches Wide or Less: Fabricated from 0.067-inch- thick steel sheet. 2.4.2 Exterior Frames: Formed from metallic-coated steel sheet. 2.4.3 Interior Frames: Fabricated from metallic-coated steel sheet. 2.4.4 Hardware Reinforcement: Fabricate according to ANSI/NAAMM-HMMA 861 with reinforcing w„ plates from 0.10-inch-same material as frame. Drilling and tapping for surface-applied finish hardware. Provide 12-gauge reinforcement for all closure devices at all hollow metal frames and doors. 2.4.4.1 Butt Hinge Reinforcing: Provide 0.18-inch-thick offset steel reinforcement plate, arc welded IVO with full length wire weld across both ends of plate per NAAMM/HMMA 820, Full-Width Hinge Reinforcement. 2.4.5 Head Reinforcement: Provide minimum 0.093-inch-thick, steel channel or angle stiffener. 2_5 FRAME ANCHORS 2.5.1 Jamb Anchors: 2.5.1.1 Masonry Type: Adjustable strap-and-stirrup anchors to suit frame size, not less than 0.042 inch thick,with corrugated or perforated straps not less than 2 inches wide by 10 inches long. ++� 2.5.1.2 Postinstalled Expansion Type for In-Place Concrete or Masonry: Minimum 3/8-inch- diameter bolts with expansion shields or inserts. Provide pipe spacer from frame to wall, with throat reinforcement plate,welded to frame at each anchor location. 2.5.2 Floor Anchors: Formed from same material as frames, not less than 0.042 inch thick, and as follows: "11` 2.5.2.1 Monolithic Concrete Slabs: Clip-type anchors, with two holes to receive fasteners. 2.6 ACCESSORIES 2.6.1 Grout Guards: Formed from same material as frames, not less than 0.016 inch thick. 2_7 FABRICATION Oa 2.7.1 Fabricate hollow metal work to be rigid and free of defects, warp, or buckle. Accurately form metal to required sizes and profiles, with minimum radius for thickness of metal. Where practical, fit and BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 081113 -5 .or Admon MEADOW CREST PLAYGROUND SECTION 081113 PROJECT NO. 11.12.116 HOLLOW METAL DOORS AND FRAMES a assemble units in manufacturer's plant. To ensure proper assembly at Project site, clearly identify work that cannot be permanently factory assembled before shipment. a 2.7.2 Tolerances: Fabricate hollow metal work to tolerances indicated in ANSI/NAAMM-HMMA 862 (Custom). re 2.7.3 Hollow Metal Doors: 2.7.3.1 Exterior Doors: Provide weep-hole openings in bottom of exterior doors to permit moisture a to escape. Seal joints in top edges of doors against water penetration. 2.7.4 Hollow Metal Frames: Where frames are fabricated in sections due to shipping or handling limitations,provide alignment plates or angles at each joint,fabricated of same thickness metal as frames. 2.7.4.1 Welded Frames: Weld flush face joints continuously; grind, fill, dress, and make smooth, flush, and invisible. 2.7.4.2 Provide countersunk, flat tamper-proof head exposed screws and bolts for exposed fasteners unless otherwise indicated. 2.7.4.3 Grout Guards: Weld guards to frame at back of hardware mortises in frames to be grouted. a 2.7.4.4 Floor Anchors: Weld anchors to bottom of jambs and mullions with at least four spot welds per anchor. a 2.7.4.5 Jamb Anchors: Provide number and spacing of anchors as follows: 2.7.4.5.1 Masonry Type: Locate anchors not more than 18 inches from top and bottom of frame. Space anchors not more than 18 inches o.c. and as follows: 2.7.4.5.1.1 Three anchors per jamb up to 60 inches high. 2.7.4.5.1.2 Four anchors per jamb from 60 to 90 inches high. 2.7.4.5.1.3 Four anchors per jamb plus 1 additional anchor per jamb for each 18 inches or fraction thereof above 120 inches high. 2.7.4.5.2 Postinstalled Expansion Type: Locate anchors not more than 6 inches from top and bottom of frame. Space anchors not more than 18 inches o.c. a 2.7.4.6 Door Silencers: Except on weather-stripped doors, drill stops to receive door silencers as follows. Keep holes clear during construction. a 2.7.4.6.1 Single-Door Frames: Drill stop in strike jamb to receive three door silencers. 2.7.5 Fabricate concealed stiffeners,edge channels, and hardware reinforcement. 2.7.6 Hardware Preparation: Factory prepare hollow metal work to receive templated mortised hardware; include cutouts, reinforcement, mortising, drilling, and tapping according to the Door Is Hardware Schedule and templates furnished as specified in Division 08 Section"Door Hardware." BLRB ARCHITECTS 04/02/13 a TACOMA,WASHINGTON PAGE: 081113 -6 I MEADOW CREST PLAYGROUND SECTION 081113 PROJECT NO. 11.12.116 HOLLOW METAL DOORS AND FRAMES 2.7.6.1 Locate hardware as indicated on final Shop Drawings, or if not indicated, according to ANSI/NAAMM-HMMA 862. 2.7.6.2 Reinforce doors and frames to receive nontemplated, mortised and surface-mounted door hardware. 2.7.6.3 Comply with applicable requirements in ANSI/SDI A250.6 and ANSI/DHI Al 15 Series rr specifications for preparation of hollow metal work for hardware. 2.8 STEEL FINISHES err 2.8.1 Preparation: Clean, treat and paint exposed surfaces of steel door and frame units, including galvanized surfaces. Clean steel surfaces of mill scale, rust, oil, grease, dirt and other foreign materials before application of paint that complies with ANSI A 250.10. 2.8.2 Prime Finish: Apply manufacturer's standard pre-treatment and cleaning of galvanized metal and �r primer immediately after treatment. 2.9 COLOR AND GLOSS: rn 2.9.1 See Division 09 Sections "Exterior Painting" and "Interior Painting". PART 3 - EXECUTION air 3.1 EXAMINATION 3.1.1 Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. 3.1.2 Examine roughing-in for embedded and built-in anchors to verify actual locations before frame installation. 3.1.3 For the record, prepare written report, endorsed by Installer, listing conditions detrimental to air performance of the Work. 3.1.4 Proceed with installation only after unsatisfactory conditions are been corrected. 3_2 PREPARATION 3.2.1 Remove welded-in shipping spreaders installed at factory. Restore exposed finish by grinding, filling, and dressing,as required to make repaired area smooth, flush, and invisible on exposed faces. 3.2.2 Prior to installation, adjust and securely brace welded hollow metal frames for squareness, "`l` alignment,twist, and plumbness to the following tolerances: BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 081113 -7 MEADOW CREST PLAYGROUND SECTION 081113 PROJECT NO. 11.12.116 HOLLOW METAL DOORS AND FRAMES rir 3.2.2.1 Squareness: Plus or minus 1/16 inch,measured at door rabbet on a line 90 degrees from jamb perpendicular to frame head. 3.2.2.2 Alignment: Plus or minus 1/16 inch, measured at jambs on a horizontal line parallel to plane of wall. 3.2.2.3 Twist: Plus or minus 1/16 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. 3.2.2.4 Plumbness: Plus or minus 1/16 inch, measured at jambs on a perpendicular line from head to floor. 3.2.3 Drill and tap doors and frames to receive nontemplated, mortised, and surface-mounted door hardware. 3.3 INSTALLATION 3.3.1 General: Install hollow metal work plumb, rigid, properly aligned, and securely fastened in place; comply with Drawings and manufacturer's written instructions. 3.3.2 Hollow Metal Frames: Install hollow metal frames of size and profile indicated. Comply with HMMA 840. 3.3.2.1 Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is complete,remove temporary braces, leaving surfaces smooth and undamaged. 3.3.2.1.1 Where frames are fabricated in sections because of shipping or handling limitations, field splice at approved locations by welding face joint continuously; grind, fill, dress, and make splice smooth,flush, and invisible on exposed faces. 3.3.2.1.2 Install frames with removable glazing stops located on secure side of opening. 3.3.2.1.3 Remove temporary braces necessary for installation only after frames have been properly set and secured. 3.3.2.1.4 Check plumbness, squareness, and twist of frames as walls are constructed. Shim as necessary to comply with installation tolerances. 3.3.2.2 Floor Anchors: Provide floor anchors for each jamb and mullion that extends to floor, and secure with postinstalled expansion anchors. 3.3.2.2.1 Floor anchors may be set with powder-actuated fasteners instead of postinstalled expansion anchors if so indicated and approved on Shop Drawings. 3.3.2.3 Installation Tolerances: Adjust hollow metal door frames for squareness, alignment, twist, and plumb to the following tolerances: BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 081113-8 MEADOW CREST PLAYGROUND SECTION 081113 PROJECT NO. 11.12.116 HOLLOW METAL DOORS AND FRAMES sift 3.3.2.3.1 Squareness: Plus or minus 1/32 inch, measured at door rabbet on a line 90 degrees from """ jamb perpendicular to frame head. 3.3.2.3.2 Alignment: Plus or minus 1/32 inch, measured at jambs on a horizontal line parallel to .rr plane of wall. 3.3.2.3.3 Twist: Plus or minus 1/32 inch, measured at opposite face corners of jambs on parallel lines, and perpendicular to plane of wall. 3.3.2.3.4 Plumbness: Plus or minus 1/32 inch,measured at jambs at floor. 3.3.3 Hollow Metal Doors: Fit hollow metal doors accurately in frames, within clearances specified below. Shim as necessary. ■„ 3.3.3.1 Non-Fire-Rated Standard Steel Doors: 3.3.3.1.1 Jambs and Head: 1/8 inch plus or minus 1/16 inch. 3.3.3.1.2 Between Edges of Pairs of Doors: 1/8 inch plus or minus 1/16 inch. 3.3.3.1.3 Between Bottom of Door and Top of Threshold: Maximum 1/4 inch. 3.3.3.1.4 Between Bottom of Door and Top of Finish Floor(No Threshold): Maximum 1/2 inch. arr 3_4 ADJUSTING AND CLEANING 3.4.1 Final Adjustments: Check and readjust operating hardware items immediately before final inspection. Leave work in complete and proper operating condition. Remove and replace defective work, including hollow metal work that is warped,bowed,or otherwise unacceptable. or 3.4.2 Remove grout and other bonding material from hollow metal work immediately after installation. 3.4.3 Metallic-Coated Surfaces: Clean abraded areas and repair with galvanizing repair paint according to manufacturer's written instructions. END OF SECTION 081113 .ir us BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 081113-9 .rr MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS WO PART 1 - GENERAL 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY 1.2.1 Section Includes: rr 1.2.1.1 Exterior and interior storefront framing. 1.2.2 Related Sections: 1.2.2.1 Division 07 Section "Joint Sealers" for system joint sealants. a■ 1.2.2.2 Division 08 Section"Finish Hardware" for door hardware including removable mullions. 1_3 DEFINITIONS 1.3.1 ADA/ABA Accessibility Guidelines: U.S. Architectural & Transportation Barriers Compliance Board's "Americans with Disability Act (ADA) and Architectural Barriers Act (ABA) Accessibility Guidelines for Buildings and Facilities." 1_4 PERFORMANCE REQUIREMENTS 1.4.1 General Performance: Aluminum-framed systems shall withstand the effects of the following rr performance requirements without exceeding performance criteria or failure due to defective manufacture, fabrication, installation,or other defects in construction: 1.4.1.1 Movements of supporting structure indicated on Drawings including, but not limited to, story "" drift and deflection from uniformly distributed and concentrated live loads. 1.4.1.2 Dimensional tolerances of building frame and other adjacent construction. 1.4.1.3 Failure includes the following: 1.4.1.3.1 Deflection exceeding specified limits. 1.4.1.3.2 Thermal stresses transferring to building structure. 1.4.1.3.3 Framing members transferring stresses, including those caused by thermal and structural movements to glazing. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 084113 - 1 rrrt a MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS a 1.4.1.3.4 Glazing-to-glazing contact. a 1.4.1.3.5 Noise or vibration created by wind and by thermal and structural movements. 1.4.1.3.6 Loosening or weakening of fasteners, attachments, and other components. 1.4.1.3.7 Sealant failure. 1.4.1.3.8 Failure of operating units. a 1.4.2 Delegated Design: Design aluminum-framed systems, including comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria ni indicated. 1.4.3 Structural Loads: 1.4.3.1 Wind Loads: As indicated on Structural Drawings. 1.4.3.2 Seismic Loads: As indicated on Structural Drawings. r 1.4.4 Deflection of Framing Members: a 1.4.4.1 Deflection Normal to Wall Plane: Limited to edge of glass in a direction perpendicular to glass plane shall not exceed L/175 of the glass edge length for each individual glazing lite or an amount that restricts edge deflection of individual glazing lites to 3/4 inch,whichever is less. 1.4.4.2 Deflection Parallel to Glazing Plane: Limited to L/360 of clear span or 1/8 inch,whichever is smaller. a 1.4.5 Structural-Test Performance: Provide aluminum-framed systems tested according to ASTM E 330 as follows: a 1.4.5.1 When tested at positive and negative wind-load design pressures, systems do not evidence deflection exceeding specified limits. 1.4.5.2 When tested at 150 percent of positive and negative wind-load design pressures, systems, including anchorage, do not evidence material failures, structural distress, and permanent deformation of main framing members exceeding 0.2 percent of span. mit 1.4.5.3 Test Durations: As required by design wind velocity,but not fewer than 10 seconds. 1.4.6 Air Infiltration: a 1.4.6.1 Store Front Systems: Provide aluminum-framed systems with maximum air leakage through fixed glazing and framing areas of 0.06 cfm/sq. ft. of fixed wall area when tested according to ASTM E 283 at a minimum static-air-pressure difference of 6.24 lbf/sq. ft.. 1.4.7 Water Penetration under Static Pressure: Provide aluminum-framed systems that do not evidence water penetration through fixed glazing and framing areas when tested according to ASTM E 331 at a BLRB ARCHITECTS 04/02/13 W1 TACOMA,WASHINGTON PAGE: 084113 -2 rr MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS ;rr minimum static-air-pressure difference of 20 percent of positive wind-load design pressure, but not less ori than 6.24 lbf/sq. ft.. 1.4.7.1 Maximum Water Leakage: No uncontrolled water penetrating aluminum-framed systems or water appearing on systems' normally exposed interior surfaces from sources other than condensation. Water leakage does not include water controlled by flashing and gutters that is drained to exterior and water that cannot damage adjacent materials or finishes. oms 1.4.8 Thermal Movements: Provide aluminum-framed systems that allow for thermal movements resulting from the following maximum change (range) in ambient and surface temperatures. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. 1.4.8.1 Temperature Change(Range): 120 deg F, ambient; 180 deg F,material surfaces. 10 1.4.9 Condensation Resistance: Provide aluminum-framed systems with fixed glazing and framing areas having condensation-resistance factor (CRF) of not less than 45 when tested according to r AAMA 1503. 1.4.10 Thermal Conductance: "' 1.4.10.1 Store Front Systems: Provide aluminum-framed systems with fixed glazing and framing areas having an average U-factor of not more than 0.40 when tested according to AAMA 1503. air 1_5 SUBMITTALS 1.5.1 Product Data: For each type of product indicated. Include construction details, material ims descriptions, dimensions of individual components and profiles, and finishes for aluminum-framed systems. ow 1.5.2 Shop Drawings: For aluminum-framed systems. Include plans, elevations, sections, details, and attachments to other work. „re 1.5.2.1 Include details of provisions for system expansion and contraction and for drainage of moisture in the system to the exterior. 1.5.2.2 Elevations at 1/4 inch scale. 1.5.2.3 Detail sections of typical composite members. 1.5.2.4 Anchors and reinforcement. 1.5.2.5 Hardware mounting heights. rr 1.5.2.6 Glazing details. wr 1.5.2.7 Miscellaneous cover, corner and closure pieces. 1.5.3 Samples for Initial Selection: For units with factory-applied color finishes. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 084113 -3 as MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 1.5.4 Samples for Verification: For each type of exposed finish required, in manufacturer's standard sizes. 1.5.5 Delegated-Design Submittal: For aluminum-framed systems indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified os professional engineer, licensed in Project State and,responsible for their preparation. 1.5.5.1 Detail fabrication and assembly of aluminum-framed systems. 1.5.5.2 Include design calculations. 1.5.6 Qualification Data: For qualified Installer. 1.5.7 Seismic Qualification Certificates: For aluminum-framed systems, accessories, and components, from manufacturer. 1.5.7.1 Basis for Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. 1.5.8 Product Test Reports: Based on evaluation of comprehensive tests performed by a qualified testing agency,for aluminum-framed systems,indicating compliance with performance requirements. 1.5.9 Source quality-control reports. 1.5.10 Quality-Control Program for Structural-Sealant-Glazed System: Include reports. 1.5.11 Field quality-control reports. 1.5.12 Maintenance Data: For aluminum-framed systems to include in maintenance manuals. 1.5.13 Warranties: Sample of special warranties. oil 1.6 QUALITY ASSURANCE 1.6.1 Installer Qualifications: Manufacturer's authorized representative who is trained and approved for installation of units required for this Project. 1.6.2 Testing Agency Qualifications: Qualified according to ASTM E 699 for testing indicated. "r' 1.6.3 Engineering Responsibility: Prepare data for aluminum-framed systems, including Shop Drawings,based on testing and engineering analysis of manufacturer's standard units in systems similar to rr those indicated for this Project. 1.6.4 Product Options: Information on Drawings and in Specifications establishes requirements for systems' aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including preconstruction testing, field testing, and in-service performance. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 084113 -4 a MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 1.6.4.1 Do not revise intended aesthetic effects, as judged solely by Architect, except with Architect's approval. If revisions are proposed, submit comprehensive explanatory data to Architect for review. 1.6.5 Source Limitations for Aluminum-Framed Systems: Obtain from single source from single .�„ manufacturer. 1.6.6 Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section"Project Coordination." 1.7 PROJECT CONDITIONS 1.7.1 Field Measurements: Verify actual locations of structural supports for aluminum-framed systems by field measurements before fabrication and indicate measurements on Shop Drawings. 1_8 WARRANTY 1.8.1 Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components of aluminum-framed systems that do not comply with requirements or that fail in materials or workmanship within specified warranty period. 1.8.1.1 Failures include,but are not limited to,the following: 1.8.1.1.1 Structural failures including,but not limited to, excessive deflection. 1.8.1.1.2 Noise or vibration caused by thermal movements. 1.8.1.1.3 Water leakage through fixed glazing and framing areas. 1.8.1.1.4 Failure of operating components. wr 1.8.1.2 Warranty Period: 10 years from date of Substantial Completion. INN 1.8.2 Special Finish Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components on which finishes do not comply with requirements or that fail in materials or workmanship within specified warranty period. Warranty does not include normal weathering. 1.8.2.1 Warranty Period: 10 years from date of Substantial Completion. •�+ PART 2 -PRODUCTS 2_1 MANUFACTURERS 2.1.1 Basis-of-Design Manufacturer: Subject to compliance with requirements, provide EFCO Corporation or comparable product by one of the following: Oil 2.1.1.1 Kawneer North America BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 084113 —5 gate ow MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 2.1.1.2 Or approved. so 2.1.2 Storefront Types: 2.1.2.1 Storefront Type: 2" x 4-1/2", shear block design, inside glazed thermally broken. 2.1.2.1.1 EFCO Series 402 2.1.2.2 See Drawings for elevation of door. 2.2 MATERIALS 2.2.1 Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated. rw 2.2.1.1 Sheet and Plate: ASTM B 209. 2.2.1.2 Extruded Bars,Rods,Profiles,and Tubes: ASTM B 221. 2.2.1.3 Extruded Structural Pipe and Tubes: ASTM B 429. riw 2.2.1.4 Structural Profiles: ASTM B 308/B 308M. 2.3 FRAMING SYSTEMS 2.3.1 Framing Members: Manufacturer's standard extruded-aluminum framing members of thickness required and reinforced as required to support imposed loads. 2.3.1.1 Construction: Thermally improved. rw 2.3.1.2 Glazing System: Retained mechanically with gaskets on four sides. 2.3.1.3 Glazing Plane: Center. roo 2.3.2 Formed Trim: Provide aluminum formed trim in profiles indicated. 2.3.2.1 Type: Extrusion wherever possible, otherwise Brake Shape aluminum plate. 2.3.2.2 Finish: Match framing members. 2.3.2.3 Material Thickness: Brake Shape aluminum, minimum 0.125 inch. 2.3.2.4 Provide watertight visible joints with no visible fasteners. 2.3.3 Compensation Channels: Provide compensation channels to match system material and finish where required by manufacturer or indicated in Drawings. Provide all components for compensation channel system including fasteners and attachment devices. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 084113 -6 MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 2.3.4 Brackets and Reinforcements: Manufacturer's standard high-strength aluminum with nonstaining,nonferrous shims for aligning system components. 2.3.5 Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding fasteners and accessories compatible with adjacent materials. 2.3.5.1 Use self-locking devices where fasteners are subject to loosening or turning out from thermal and structural movements,wind loads,or vibration. aw 2.3.5.2 Reinforce members as required to receive fastener threads. +I 2.3.6 Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or steel inserts, complying with ASTM A 123/A 123M or ASTM A 153/A 153M. ,,, 2.3.7 Concealed Flashing: Manufacturer's standard corrosion-resistant, nonstaining, nonbleeding flashing compatible with adjacent materials or Dead-soft, 0.018-inch- thick stainless steel, ASTM A 240/A 240M of type recommended by manufacturer. 2.3.8 Framing System Gaskets and Sealants: Manufacturer's standard, recommended by manufacturer for joint type. am 2_4 GLAZING SYSTEMS s 2.4.1 Laminated Glass: ASTM C 1172, and complying with testing requirements in 16 CFR 1201 for Category II materials, and with other requirements specified. Use materials that have a proven record of no tendency to bubble, discolor, or lose physical and mechanical properties after fabrication and installation. 2.4.2 Low-e Coating for Aluminum Framed Glazing: At insulated "IG" (Insulated Glass units composed of two monolithic panes of glass, hermetically sealed together) windows, provide low- ers emissivity coated insulating glass units complying with Basis of Design factors listed below: 2.4.2.1 Basis of Design Manufacturer: Guardian Industries SN 68 (Sputter Coat/soft coat process), or approved. 2.4.3 Glass Type: Clear, insulating laminated glass, Low-e coated assembly. 2.4.3.1 Overall Nominal Unit Thickness: 1 inch (25 mm), Provide permanent safety glazing labeling. 2.4.3.2 Outboard Lite: Clear laminated glass with two plies of heat-strengthened glass. 2.4.3.2.1 Thickness of Outdoor Lite: 0.25 inch(6 mm),Nominal. 2.4.3.2.2 Thickness of Each Glass Ply: 0.125 inch(3 mm). 2.4.3.2.2.1 Low-E Coating(Type 1): Sputtered on No. 4 surface of Outboard Lite. .rr 2.4.3.2.3 Interlayer: PVB. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 084113 -7 MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS +rrr 2.4.3.2.4 Interlayer Color: Clear. 2.4.3.2.5 Interlayer Thickness: 0.06 inch. 2.4.3.3 Interspace Thickness: 0.5 inch(12 mm). 2.4.3.4 Interspace Content: 10%Air,maximum and 90%Argon,minimum. 2.4.3.5 Inboard Lite: Clear laminated glass with two plies of heat-strengthened float glass. 2.4.3.5.1 Thickness of Inboard Lite: 0.25 (6 mm),Nominal. 2.4.3.5.2 Thickness of Each Glass Ply: 0.125 inch(3 mm). 2.4.3.5.3 Interlayer: PVB, 0.060 thicknesses 2.4.3.5.4 Interlayer Color: Clear. 2.4.3.6 Interlayer Thickness: 0.060 inch. 2.4.4 Glazing Gaskets: Manufacturer's standard compression types; replaceable, molded or extruded, of profile and hardness required to maintain watertight seal. 2.4.5 Spacers and Setting Blocks: Manufacturer's standard elastomeric type. 2.4.5.1 Weatherseal Sealant: ASTM C 920 for Type S, Grade NS, Class 25, Uses NT, G, A, and 0; single-component neutral-curing formulation that is compatible with structural sealant and other system components with which it comes in contact; recommended by structural-sealant, weatherseal-sealant, and aluminum-framed-system manufacturers for this use. 2.4.5.2 Color: Matching structural sealant. S 2.5 ACCESSORY MATERIALS 2.5.1 Joint Sealants: For installation at perimeter of aluminum-framed systems, as specified in Division 07 Section"Joint Sealants." 2.5.2 Bituminous Paint: Cold-applied, asphalt-mastic paint complying with SSPC-Paint 12 requirements except containing no asbestos;formulated for 30-mil thickness per coat. 2.6 FABRICATION 2.6.1 Form or extrude aluminum shapes before finishing. 2.6.2 Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. a BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 084113-8 a rr MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 2.6.3 Framing Members, General: Fabricate components that, when assembled, have the following characteristics: 2.6.3.1 Profiles that are sharp, straight,and free of defects or deformations. 2.6.3.2 Accurately fitted joints with ends coped or mitered. +rr 2.6.3.3 Means to drain water passing joints, condensation within framing members, and moisture migrating within the system to exterior. 2.6.3.4 Physical and thermal isolation of glazing from framing members. MIN 2.6.3.5 Accommodations for thermal and mechanical movements of glazing and framing to maintain required glazing edge clearances. 2.6.3.6 Provisions for field replacement of glazing from interior for vision glass. 2.6.3.7 Fasteners, anchors, and connection devices that are concealed from view to greatest extent possible. 2.6.4 Storefront Framing: Fabricate components for assembly using shear-block system. 2.6.5 After fabrication, clearly mark components to identify their locations in Project according to Shop Drawings. r► 2_7 ALUMINUM FINISHES 2.7.1 Clear Anodic Finish: AAMA 611,AA-M12C22A41,Class I, 0.018 mm or thicker. PART 3 - EXECUTION 3.1 EXAMINATION 3.1.1 Examine areas and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. 3.1.2 Proceed with installation only after unsatisfactory conditions have been corrected. 3_2 INSTALLATION rr 3.2.1 General: 3.2.1.1 Comply with manufacturer's written instructions. 3.2.1.2 Do not install damaged components. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 084113 -9 rw MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS a 3.2.1.3 Fit joints to produce hairline joints free of burrs and distortion. a 3.2.1.4 Rigidly secure non-movement joints. 3.2.1.5 Install anchors with separators and isolators to prevent metal corrosion and electrolytic deterioration. 3.2.1.6 Seal joints watertight unless otherwise indicated. 3.2.2 Metal Protection: 3.2.2.1 Where aluminum will contact dissimilar metals, protect against galvanic action by painting contact surfaces with primer or applying sealant or tape, or by installing nonconductive spacers as recommended by manufacturer for this purpose. 3.2.2.2 Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. 3.2.3 Install components to drain water passing joints, condensation occurring within framing a members,and moisture migrating within the system to exterior. 3.2.4 Set continuous sill members and flashing in full sealant bed as specified in Division 07 Section a "Joint Sealants" to produce weathertight installation. 3.2.5 Install components plumb and true in alignment with established lines and grades, and without warp or rack. 3.2.6 Install glazing as specified in Division 08 Section"Glazing." w 3.2.7 Install perimeter joint sealants as specified in Division 07 Section "Joint Sealants" to produce weathertight installation. 3.3 ERECTION TOLERANCES 3.3.1 Install aluminum-framed systems to comply with the following maximum erection tolerances: 3.3.1.1 Location and Plane: Limit variation from true location and plane to 1/8 inch in 12 feet; 1/4 inch over total length. 3.3.1.2 Alignment: a 3.3.1.2.1 Where surfaces abut in line,limit offset from true alignment to 1/16 inch. 3.3.1.2.2 Where surfaces meet at corners, limit offset from true alignment to 1/32 inch. 3.3.2 Diagonal Measurements: Limit difference between diagonal measurements to 1/8 inch. S 3.4 FIELD QUALITY CONTROL BLRB ARCHITECTS 04/02/13 a TACOMA,WASHINGTON PAGE: 084113- 10 Mi mal MEADOW CREST PLAYGROUND SECTION 084113 PROJECT NO. 11.12.116 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 3.4.1 Testing Agency: Engage a qualified independent testing and inspecting agency to perform field tests and inspections. 3.4.2 Testing Services: Testing and inspecting of representative areas to determine compliance of installed systems with specified requirements shall take place as follows and in successive phases as indicated on Drawings. Do not proceed with installation of the next area until test results for previously completed areas show compliance with requirements. 3.4.2.1 ASTM E 783 requires using a static-air-pressure difference of 1.57 lbf/sq. ft. (75 Pa) unless otherwise indicated, which is equivalent to a 25-mph (40-km/h) wind. Static-air-pressure difference of 6.24 lbf/sq. ft. (300 Pa)is equivalent to a 50-mph(80-km/h)wind. wrr 3.4.2.2 Air Infiltration: Areas shall be tested for air leakage of 1.5 times the rate specified for laboratory testing under "Performance Requirements" Article, but not more than 0.09 cfm/sq. ft., of — fixed wall area when tested according to ASTM E 783 at a minimum static-air-pressure difference of 6.24 lbf/sq. ft.. 3.4.2.3 Water Spray Test: Before installation of interior finishes has begun, a minimum area of 75 feet by 1 story of aluminum-framed systems designated by Architect shall be tested according to AAMA 501.2 and shall not evidence water penetration. 3.4.3 Repair or remove work if test results and inspections indicate that it does not comply with specified requirements. 3.4.4 Additional testing and inspecting, at Contractor's expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.4.5 Aluminum-framed assemblies will be considered defective if they do not pass tests and inspections. 3.4.6 Prepare test and inspection reports. aiiii END OF SECTION err ..r BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 084113- 11 m.. err MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE all PART 1 -GENERAL Li RELATED DOCUMENTS A. Related Documents: Drawings and general provisions of the Contract, including General and arr Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1_2 SUMMARY A. Summary: Work under this section includes the complete finish hardware requirements for the project. Quantities listed are for the Contractor's convenience only and are not guaranteed. Items not specifically mentioned, but necessary to complete the work shall be furnished, matching the items specified in quality and finish. B. Related Sections: 1. Hollow Metal Doors and Frames - Section 081113 2. Division 26—Electrical r�r 1_3 REFERENCES WIN A. Standards: Current edition at date of bid. 1. ADAAG-Americans with Disabilities Act, "Accessibility Guidelines for Buildings and Facilities" 2. ANSIBHMA A156.18 -Materials and Finishes 3. ICC/ANSI Al 17.1 -Accessible and Usable Buildings and Facilities 4. NFPA 80 - Standard for Fire Doors and Windows 5. NFPA 252- Standard of Fire Tests of Door Assemblies 6. Underwriters Laboratories-Building Materials Directory 7. Underwriters Laboratories Test Standard UL 10C-Positive Pressure Fire Tests of Door Assemblies B. Codes: 1. Chapter 51-50 WAC Washington State Building Code 1_4 SUBMITTALS rr BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE:087100- 1 a MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE a A. General Requirements: Submittals shall be in accordance with Section 013300, Submittal Procedures. B. Product Data: Submit Six(6)copies of manufacturer's data for each item of finish hardware a C. Hardware Schedule: Submit Six(6)copies of a detailed Finish Hardware Schedule. 1. The submitted Finish Hardware Schedule shall indicate the complete designation of every item required for each door or opening. 2. Furnish cover sheet listing title of project as shown on the Contract Documents,address, phone and fax numbers of Owner, Architect, Contractor, and Supplier,name of Certified Hardware Consultant, and date of submittal. 3. List each opening individually under separate headings in the same order as the door it schedule. Do not continue headings on separate pages. 4. Each heading shall indicate opening location,handing, degree of opening,door size,type, a fire rating,and Door and Frame material. 5. Indicate product manufacturer and incorporate cross-reference to symbols used in Article 2.15 Hardware Groups. a 6. Include locations for miscellaneous items. a 7. A cross reference for any abbreviations or symbols used shall be included. Schedules in coded or horizontal format are unacceptable. a 8. Submittals not conforming to these requirements will be returned without review,for re- submittal. Following is an example of the required format: 1 Sgl. Door#104A-Corridor 102 from Waiting 104 RHR 90° HW-2 3-0 x 7-0 x 1-3/4"x 20 Minute x Type D SC WD x HMF 3 Each Hinges MC TA714 US26D(652)4.5 x 4.5 x 1/2MS 1 Lockset SC L9070P 06L 630 RHR 1 Door Closer LCN 4041-EDA Alum(689)x SB 1 Kick Plate TI B4EKP- 10 x 34.5 -630(US32D)x B4E x CTSK 1 Wall Stop TR 1270CX-SV 626 (US26D) 1 Set Gasket PE S88D- 17' per Set D. Processing: Hardware schedules will not be reviewed by the Architect until they have been reviewed and approved by Contractor. The Architect will review schedule and return one copy to Contractor along with comments. Resubmit only corrected copies of those sheets requiring correction and update distributed copies with corrected sheets. a E. Samples: If requested by the Architect, submit one (1) sample of each exposed hardware category, finished as required, and tagged with full description for coordination with the hardware schedule. Samples will be reviewed, by the Architect, for design and finish only, compliance BLRB ARCHITECTS 04/02/13 a ADAMS CONSULTING PAGE:087100-2 rrr MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE as with other requirements is the responsibility of the Contractor. Units which are acceptable and remain undamaged through submittal procedures may be used on the project. F. Color Samples: Submit Six(6)set of color charts and physical samples of each product requiring err color selection. G. Key Schedule: A Key Schedule and index shall be included in the Finish Hardware submittals wr indicating door number,heading number,page, and locking function of each opening. H. Wiring Diagrams: Submit Six (6) copies of electronic hardware system riser and terminal-to- terminal wiring diagrams for each Electronic Hardware application, cross-referenced to the Finish Hardware Submittal and Door Schedule. Include voltage requirements along with product data and installation instructions. Indicate connection points to equipment provided under Division 16. r I. Operations and Maintenance Data. 1. Submittals: Submit Maintenance and Operations Manuals under provisions of Section v„ 01700,Project Close Out 2. Content: Manuals shall contain final copy of the Finish Hardware Submittal,Product Data, Templates,Key Schedule,Installation and Maintenance Instructions, and Wiring Diagrams. 1.5 QUALITY ASSURANCE A. Supplier: Finish hardware shall be supplied by a recognized builders' hardware supplier who has been furnishing hardware in the same area as the project for a period of not less than five (5) years. They shall be a factory authorized distributor of the Exit Devices, Locksets and Door Closers. The supplier's organization shall include an Architectural Hardware Consultant, certified by the Door and Hardware Institute, who is available during the course of the work to meet with the Owner, Architect or Contractor for project hardware consultation. rr B. Source: Obtain each kind of Hardware (Hinges, Locksets, Exit Devices, Door Closers, etc.) from only one manufacturer. C. Installer: Finish hardware shall be installed only by experienced tradesmen in compliance with trade union jurisdictions,either at the door and frame fabrication plant or at the project site. rrr D. Templates: Furnish hardware templates for each fabricator of doors, frames and other work to be factory prepared for the installation of hardware. Upon request, check the shop drawings of such other work to confirm that provisions will be made for the proper installation of hardware. 410 E. Regulatory Requirements: 1. Code Compliance: Comply with applicable current local and state building codes.Finish hardware shall meet the requirements ICC/ANSI A117.1,Accessible and Usable Building and Facilities. 2. Product Compliance: Provide only hardware which has been tested and listed by recognized testing agency for the types and sizes of doors required, and which complies with the BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE: 087100-3 rr MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE as requirements of the door and door frame labels.Provide Door Closers,Automatic Flush Bolts,Astragals,Gasketing, or other components if required to conform to label requirements. F. Manufacturer Adjustment and Inspection: rrr 1. The manufacturer's representative for the locking and closing devices must inspect and approve in writing the installation of their products.Hardware installed incorrectly must be reported to the architect prior to the architect's final punch list. 2. The manufacturer's representative for closing devices must inspect and adjust all door closers at the completion of the project. The HVAC system must be completed and balanced before the door closers are adjusted. 1.6 PRODUCT HANDLING AND STORAGE A. Packaging: Each item or package is to be separately tagged with identification related to the final hardware schedule. Basic installation instructions shall be included in the packages. B. Storage: Provide a locked room at the jobsite for the storage of the hardware. 1.7 WARRANTY A. Submittal: Submit Warrantees in accordance with Section 017700,Closeout Procedures. B. Coverage: Finish hardware shall be guaranteed against defects in workmanship and operation for a period of one (1) year, backed by a factory guarantee of the hardware manufacturer. The following products shall be guaranteed for periods beyond one(1)Year: 1. Locks-Two(2)Years 2. Door Closers-Ten(10)Years 1.8 MAINTENANCE a A. Extra Materials: Furnish one (1) set of special Tools required for Installation and Adjustment, which shall be delivered directly to the Owner prior to substantial completion, in accordance with 017700,Closeout Procedures. rr PART 2-PRODUCTS I. 2.1 MANUFACTURERS AND SUBSTITUTIONS A. Manufacturers: Products may be furnished by the manufacturers listed under"As Specified" below,or equivalent products of type, grade, design, and function from manufacturers listed under"Acceptable Substitutions". Requests for products not listed must be made in accordance with Section 016000,Product Requirements. BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE:087100-4 MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE Product As Specified Acceptable Substitutions Butt Hinges McKinney (MC) Bommer, Ives, Stanley Locksets Sargent(SA) None Cylinders and Keying Sargent(SA) None Electric Strike,Power Supply Securitron(SE) None Door Closers LCN(LCN) None Kick&Mop Plates Tice(TI) Ives,Rockwood, Trimco Overhead Stops Glynn Johnson(GJ) ABH,Rixson Wall and Floor Stops Trimco(TR) Ives,Rockwood Thresholds Pemko(PE) National Guard, Reese Weatherstrip, Gasket,Door Sweeps Pemko(PE) National Guard,Reese 2_2 HARDWARE MATERIALS AND FABRICATION till A. Fasteners: Provide fasteners for installation with each hardware item. Provide Phillips head fasteners, countersunk oval, flat head,or undercut head as appropriate for material to be installed. Provide Door Closers applied to Wood Composite or Mineral Core Doors with Sex Bolts sized to ,. the Thickness of the Door. B. Compatibility: Provide fasteners which are compatible with both unit fastened and substrate, and which will not cause corrosion or deterioration of hardware,base material,or fastener. 2_3 HARDWARE FINISHES r' A. General: Unless specifically indicated otherwise,provide architectural hardware in the following finishes. 1. Finish in general shall be:US26D, Satin Chrome Plated, except: 2. Mortise Locksets, Exit Devices,Push Plates,Door Pulls, Overhead Stops, and Exterior Butts: US32D, Satin Stainless Steel(BHMA 630) 3. Interior Butt Hinges:US26D Satin Chrome plated over steel base(BHMA 652) 4. Door Closers: Sprayed Aluminum(BHMA 689) 5. Kick Plates:US32D, Satin Stainless Steel (BHMA 630) vis 6. Smoke Gasketing: As selected. 7. Threshold: Mill Finish Aluminum. 8. Weatherstrip&Door Bottoms: Clear Anodized Aluminum 2_4 BUTT HINGES rr A. Quantity (per Leaf): BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE: 087100-5 Ammemommismaimmior MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE 1. Door openings up to and including 60": 2 each 2. Door openings 60 to 90": 3 each 3. Doors over 90": Furnish one(1)additional for each 30" increment or fraction thereof B. Sizes:4-1/2 x 4-1/2" C. Clearance: Width of Hinges shall be as required to clear projecting trim or other conditions to allow maximum degree of opening D. Pins: Hinges shall have non-removable pins(NRP- Set Screw in Barrel). sit E. Tips: Hinges shall have Flat Button Tips. a F. Non-Standard Sizes: For unusual size or weight doors,furnish type, size and quantity recommended by the hinge manufacturer. 2.5 LOCKSETS AND CYLINDERS A. Lever Design: LNL a B. Backset: 2-3/4". C. Rated Openings: Locksets and Latchsets shall be listed with Underwriters Laboratories for A u label and lesser class doors. D. Cylinders: 1. Types: Furnish Locksets and Cylinders with Full Size Key Removable Interchangeable Cores. 2. Provide appropriate cylinder type, length,collars, and cam type to operate specified Locksets and Exit Devices • E. Strikes: Provide Curved Lip Strikes with adequate projection to protect door trim. Provide flat, flush lip strikes for pairs of doors with overlapping Astragals. Mil F. Strike Boxes: Provide manufacturers standard wrought or plastic strike boxes. G. Knurling: Provide Knurled Levers at all hazardous locations(e.g. Mechanical,Electrical Rooms) 2.6 DOOR CLOSERS A. Drop Plates: Furnish drop plates where doors have insufficient height top rails, or where Regular rl� Arm Door Closers are used in conjunction with Concealed Overhead Stops.. B. Fluid: Furnish cold weather fluid, at exterior&vestibule doors. Furnish special non-flammable fluid at fire rated openings in conformance with UL Test Standard 10-C. BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE:087100-6 MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE C. Special Mounting: Provide special closer mounting as required where interference with weatherstrip or sound seals occurs. D. Wood Doors: Furnish Shoulder Through Bolts for wood composite and mineral core door ter, applications. 2_7 KICK AND MOP PLATES oft A. General: Kick and Armor Plates shall be applied to the Push Side of the Door, Mop Plate applied to the Pull Side. B. Fasteners: Provide stainless steel Phillips oval/undercut head full tread type sheet meal screws for fastening not more than 5 inches on center. C. Heights: Mop Plates: 6",Kick Plates: 10" D. Width: Plates shall be furnished with width as required to provide 1/4" clearance at sides of doors, frame stops, Sound Seals,Astragals, and Weatherstrip. 2.8 STOPS AND HOLDERS A. Size: Furnish Overhead Stop and Holders sized as recommended by the manufacturer. B. Special Applications: Furnish Overhead Stop and Holders with special shims,brackets, or ifs special template mounting where required. C. Site Conditions: Where wall stops are not applicable,furnish floor stops 1215CKU Series, or Overhead Stops if required. 2_9 THRESHOLDS A. Fasteners: Furnish all Thresholds with 1/4"—20 x 2"Flat Head Sleeve Anchors(FHSL14200). 2.10 WEATHERSTRIP AND SMOKE GASKETING A. Weatherstrip and Seals: Furnish weatherstrip and gaskets for complete perimeter of opening, including mullions, and astragals.Furnish weatherstrip at sill of Four(4)sided frames. B. Rain Drips:Rain Drips shall be full opening width including frame faces. 2.11 KEYING A. General: All Keyed products(Locksets, Cylinders,Deadlocks, etc.)specified in this Section shall be keyed to the existing system for the Renton Parks Department imi B. Construction Keying: Provide temporary Brass Construction Cores and Keys cylinders during the construction period.Plastic Construction Cores are unacceptable. err O BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE:087100-7 ■r MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE a C. Key Conference: The Finish Hardware Supplier shall meet with the Owner to prepare the permanent keying schedule. Submit Key Schedule for Approval in accordance with 1.4 G. D. Installation: The Permanent Cores,Master Keys,and Change Keys,prepared according to the approved keying schedule, shall be transmitted directly to the Owner,prior to substantial ■r completion. The General Contractor shall remove the construction Cores and install the permanent cores. All construction Cores shall be returned to the Finish Hardware Supplier. E. Transmittal: Permanent Cores and Keys shall be sent direct from the lock manufacturer via a Registered Mail,Return Receipt Requested,to the Owner. F. Stamping: Stamp Keys"Do not Duplicate"and with change designation as directed. G. Key Quantities: Furnish the following Key Quantities: a 1. Four(4)Master Keys per Set 2. Four(4)change keys per Lockset or Cylinder. 3. Four(4)Construction Keys 4. Two(2)Construction Control Keys 5. Two(2)Permanent Control Keys a 2.15 HARDWARE SCHEDULE HW-1 Door#101A, 103A 3 Each Hinges MC T4A3386 1 Lockset SA 50-8250 1 Electric Strike HES 1006-HD x 2005M3 1 Power Supply SE BPS-12/24-1 i 1 Door Closer LCN 4040XP-EDA 1 Overhead Stop GJ 100S Series 1 Kick Plate TI B4EKP a 1 Threshold PE 2727A 1 Set Weatherstrip PE 2891AS(Head)x 290AS(Jambs) 1 Door Sweep PE 315CN a a BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE:087100-8 a err MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE HW-2 Door#102A 3 Each Hinges MC T4A3386 1 Storeroom Lockset SA 8204 1 Lock Astragal TR 5000T 1 Door Closer LCN 4040XP-EDA 1 Kick Plate TI B4EKP 1 Wall Stop TR 1270CX-SV 1 Threshold PE 2727A 1 Set Weatherstrip PE 2891AS(Head)x 290AS (Jambs) 1 Door Sweep PE 315CN PART 3-EXECUTION 3.1 PREPARATION A. Examination: Examine Doors, Frames, and related items for conditions that would prevent the proper application and operation of the doors and hardware. Do not proceed until defects are corrected. B. Fasteners: Check conditions and use fastening devices as needed to securely anchor hardware as IS per manufacturer's published templates. Self-tapping sheet metal screws, except as specifically allowed under Part 2 Products are not acceptable. 3.2 INSTALLATION A. Mounting Heights: Mount units at heights as recommended in "Recommended Locations for �r Architectural Hardware for Standard Steel Doors and Frames (2001)" by Doors and Hardware Institute, except as indicated below. Products not specifically covered shall be installed in accordance with the manufacturer templates and instructions. sir 1. Hinges: a. Top Hinge: 7-1/4", Top of frame rabbet to centerline of hinge. b. Bottom Hinge: 12-1/4",Bottom of Frame to centerline of hinge yrr c. Intermediate Hinges: Centered, equal spacing between top and bottom hinges. 2. Mortise Lock Strikes: 40", bottom of frame to centerline of Strike. 3. Wall Stops: Locate Wall Stops intended for use with Lever Handle Locksets and Exit Devices at the Centerline of the Spindle or Pull. °"" B. Installation: Install each hardware item in compliance with manufacturer's instructions. BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE:087100-9 NI MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE 1. Cutting and Fitting: Wherever cutting and fitting are required to install hardware surfaces which will be painted or finished at a later time, install each item completely and then remove and store in a secure place. After completion of the finishes,re-install each item. 2. Door and Frame Finishes: Do not install surface-mounted items until finishes have been completed on the substrate. 3. Degree of Opening:Door shall swing to the maximum degree that project conditions will ma allow. The swings indicated on the floor plan are intended to depict direction and do not indicate full degree of opening. 4. Door Closers: Door Closer shall be located to allow maximum degree of opening that project conditions will allow. Door Closer shall not be used to stop the door,except for models equipped with an integral stop-on-the-arm feature. 5. Overhead Stops: Furnish Overhead Stop and Holders with maximum degree of opening that project conditions will allow. 6. Floor Stops: Locate Floors Stops at maximum degree of opening that project conditions will allow. Do not locate Floor Stops where they create a hazardous condition. Stops should be located no more than 1/3 Door width from the latch edge of the Door. 7. Thresholds: a. Installation: Threshold shall set be level. At exterior doors, the top of the bevel shall align with the door face unless otherwise indicated by detail. b. Sealant and Calking: Set Thresholds in a bed of butyl rubber sealant in conformance with Division 7 requirements. Complete fill all interior voids. Remove excess sealant. Caulk edges and joints of exterior Thresholds to exclude moisture. No 8. Weatherstrip and Sound Seals: a. Installation: Weatherstrip and Sound Seals shall be installed to provide a continuous seal at head and jambs. Do not notch Sound Seals for surface applied Automatic Door Bottoms. b. Door Closers: Mount and adjust rigid jamb Weatherstrip prior to mounting Parallel sii Arm Door Closers. Weatherstrip shall be installed to provide a continuous seal at head and jambs. Do not notch Weatherstrip for Door Closer shoe. Lower Door Closer Body '/4" to allow for mounting of Soffit shoe on top of the weatherstrip. Provide Parallel Arm 5th hole spacer of increased thickness to allow for revised location. C. Adjustment: Adjust and check each operating item of hardware and each door to insure proper operation or function of every unit. Replace units which cannot be adjusted to operate freely and smoothly. 3.3 FINAL ADJUSTMENT NW BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE:087100- 10 S MEADOW CREST PLAYGROUND SECTION 087100 BLRB PROJECT NO. 11.12.116 FINISH HARDWARE err A. Final Adjustment: Wherever hardware installation is made more than one (1) month prior to acceptance or occupancy, make a final check and adjustment of hardware during the week prior to acceptance or occupancy. Clean and lubricate operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. B. Door Closer Adjustment: After mechanical systems have been balanced, adjust Door Closers to comply with following ICC/ANSI A117.1 - 2003 requirements, as modified by WAC 51-50 and the 2009 International Building Code: 1. Closing Speed: Door Closers shall be adjusted so that from an open position of 90 degrees, gis" the time required to move the door to an open position of 12 degrees shall be 5 seconds minimum. me 2. Opening Force: The maximum force for pushing or pulling a door open shall be as follows: (these forces do not apply to the force required to retract latch bolts or disengage other devices securing the door). a. Exterior Doors: 10.0 lbf. (44.4 N) 3. Backcheck: Adjust backcheck to prevent damage to the closer,hardware, door and frame, and wall. C. Instruction: Instruct Owner's Personnel in proper adjustment and maintenance of hardware and hardware finishes. END OF SECTION 087100 IIII rri rr BLRB ARCHITECTS 04/02/13 ADAMS CONSULTING PAGE: 087100- 11 ire MEADOW CREST PLAYGROUND SECTION 099600 PROJECT NO. 11.12.116 HIGH-PERFORMANCE COATINGS mu PART 1 - GENERAL L1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of Contract, including General, Supplementary and/or Special "st Conditions, and Division 01 Specifications, apply to this Section. 1.2 SUMMARY 1.2.1 Section includes: 1.2.1.1 Surface preparation and application of high-performance coating systems at Interior and exterior surfaces. 1.2.2 Related Sections: 1.2.2.1 Division 03 Section"Cast-in-Place Concrete" 1.2.2.2 Division 05 Section"Metal Fabrications" 1.2.2.3 Division 07 Section"Water Repellent". 1.2.2.4 Division 08 Section"Hollow Metal Doors and Frames" 1.2.2.5 Division 09 Section"Graffiti-Resistant Coatings". 1_3 SUBMITTALS 1.3.1 Product Data: For each type of product indicated. rr� 1.3.2 Samples for Initial Selection: For each type of finish-coat product indicated. 1.3.3 Samples for Verification: For each type of coating system and in each color and gloss of finish coat indicated. 1.3.3.1 Submit samples on rigid backing, 8 inches(200 mm)square. AIN 1.3.3.2 Step coats on samples to show each coat required for system. wr 1.3.3.3 Label each coat of each sample. 1.3.3.4 Label each sample for location and application area. as 1.3.4 Product List: For each product indicated. Cross-reference products to coating system and locations of application areas. Use same designations indicated on Drawings and in schedules. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099600- 1 Err a MEADOW CREST PLAYGROUND SECTION 099600 PROJECT NO. 11.12.116 HIGH-PERFORMANCE COATINGS a 1.4 QUALITY ASSURANCE r 1.4.1 Master Painters Institute(MPI)Standards: 1.4.1.1 Products: Complying with MPI standards indicated and listed in "MPI Approved Products List." 1.4.1.2 Preparation and Workmanship: Comply with requirements in "MPI Architectural Painting Specification Manual" for products and coating systems indicated. a 1.4.2 Mockups: Apply benchmark samples of each coating system indicated to verify preliminary selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for a materials and execution. 1.4.2.1 Architect will select one surface to represent surfaces and conditions for application of each type of coating and substrate. 1.4.2.1.1 Wall and Ceiling Surfaces: Provide samples of at least 100 sq. ft. (9 sq.m). 1.4.2.1.2 Structural Steel Items: Architect will designate items or areas required. 1.4.2.1.3 Guardrails: Provide samples of at least 10 sq ft(3 sq. m). 1.4.2.2 Apply benchmark samples after permanent lighting and other environmental services have been activated. a 1.4.2.3 Final approval of color selections will be based on benchmark samples. 1.4.2.3.1 If preliminary color selections are not approved, apply additional benchmark samples of additional colors selected by Architect at no added cost to Owner. PART 2 -PRODUCTS 2.1 HIGH-PERFORMANCE COATINGS,GENERAL 2.1.1 Material Compatibility: a 2.1.1.1 Provide materials for use within each coating system that are compatible with one another and substrates indicated, under conditions of service and application as demonstrated by manufacturer, based on testing and field experience. 2.1.1.2 Provide products of same manufacturer for each coat in a coating system. 2.1.2 VOC Content of Field-Applied Interior Paints and Coatings: Provide products that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): a BLRB ARCHITECTS 04/02/13 1ri TACOMA,WASHINGTON PAGE: 099600-2 MEADOW CREST PLAYGROUND SECTION 099600 PROJECT NO. 11.12.116 HIGH-PERFORMANCE COATINGS 2.1.2.1 Flat Paints, Coatings, and Primers: VOC content of not more than 50 g/L. 2.1.2.2 Nonflat Paints,Coatings, and Primers: VOC content of not more than 150 g/L. i1111 2.1.2.3 Anticorrosive and Anti-Rust Paints Applied to Ferrous Metals: VOC content of not more than 250 g/L. 2.1.2.4 Flat Interior Topcoat Paints: VOC content of not more than 50 g/L. Sill 2.1.2.5 Nonflat Interior Topcoat Paints: VOC content of not more than 150 g/L. +r+ 2.1.2.6 Primers, Sealers, and Undercoaters: VOC content of not more than 200 g/L. 2.1.2.7 Zinc-Rich Industrial Maintenance Primers: VOC content of not more than 340 g/L. irk 2.1.2.8 Pre-Treatment Wash Primers: VOC content of not more than 420 g/L. 2.1.3 Colors: As selected by Architect from manufacturer's full range. PART 3 - EXECUTION 3_1 EXAMINATION 3.1.1 Examine substrates and conditions,with Applicator present, for compliance with requirements for maximum moisture content and other conditions affecting performance of work. 3.1.1.1 Maximum Moisture Content of Substrates: When measured with an electronic moisture meter as follows: • 3.1.1.1.1 Concrete: 12 percent. 3.1.1.1.2 Masonry(Clay and CMU): 12 percent. 3.1.1.2 Verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers. 3.1.1.3 Begin coating application only after unsatisfactory conditions have been corrected and surfaces are dry. MIN 3.1.1.4 Coating application indicates acceptance of surfaces and conditions. 3_2 PREPARATION 3.2.1 Comply with manufacturer's written instructions and recommendations in "MPI Architectural Painting Specification Manual" applicable to substrates indicated. iiiik BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099600-3 a MEADOW CREST PLAYGROUND SECTION 099600 PROJECT NO. 11.12.116 HIGH-PERFORMANCE COATINGS a 3.2.2 Remove plates,machined surfaces, and similar items already in place that are not to be coated. If removal is impractical or impossible because of size or weight of item,provide surface-applied protection before surface preparation and coating. 3.2.2.1 After completing coating operations,reinstall items that were removed;use workers skilled in the trades involved. 3.2.3 Clean substrates of substances that could impair bond of coatings, including dirt, oil, grease, and incompatible paints and encapsulants. 3.2.3.1 Remove incompatible primers and reprime substrate with compatible primers as required to produce coating systems indicated. a 3.2.4 Concrete Substrates: Remove release agents, curing compounds, efflorescence, and chalk. Do not coat surfaces if moisture content or alkalinity of surfaces to be coated exceeds that permitted in manufacturer's written instructions. 3.2.5 Clay Masonry Substrates: Remove efflorescence and chalk. Do not coat surfaces if moisture content or alkalinity of surfaces to be coated exceeds that permitted in manufacturer's written instructions. 3.2.6 CMU Substrates: Remove efflorescence and chalk. Do not coat surfaces if moisture content or alkalinity of surfaces to be coated exceeds that permitted in manufacturer's written instructions. 110 3.2.7 Steel Substrates: Remove rust and loose mill scale using methods recommended in writing by coating manufacturer. a 3.2.8 Galvanized-Metal Substrates: Remove grease and oil residue from galvanized sheet metal fabricated from coil stock by mechanical methods to produce clean, lightly etched surfaces that promote adhesion of subsequently applied coatings. 3.2.8.1 Paint: all exposed to view Conduits, boxes, and other metal mechanical and electrical equipment. 3.2.9 Aluminum Substrates: Remove surface oxidation. a 3.3 APPLICATION 3.3.1 Apply high-performance coatings according to manufacturer's written instructions. 3.3.1.1 Use applicators and techniques suited for coating and substrate indicated. a 3.3.1.2 Coat surfaces behind movable equipment and furniture same as similar exposed surfaces. Before final installation, coat surfaces behind permanently fixed equipment or furniture with prime coat only. err 3.3.1.3 Coat back sides of access panels, removable or hinged covers, and similar hinged items to match exposed surfaces. BLRB ARCHITECTS 04/02/13 a TACOMA,WASHINGTON PAGE: 099600-4 a MEADOW CREST PLAYGROUND SECTION 099600 PROJECT NO. 11.12.116 HIGH-PERFORMANCE COATINGS 3.3.2 Tint each undercoat a lighter shade to facilitate identification of each coat if multiple coats of the same material are to be applied. Tint undercoats to match color of finish coat, but provide sufficient difference in shade of undercoats to distinguish each separate coat. 3.3.3 If undercoats or other conditions show through final coat, apply additional coats until cured film has a uniform coating finish, color,and appearance. 3.3.4 Apply coatings to produce surface films without cloudiness, spotting,holidays, laps,brush marks, runs, sags,ropiness, or other surface imperfections. Produce sharp glass lines and color breaks. ■■ 3_4 CLEANING AND PROTECTION 3.4.1 At end of each workday, remove rubbish, empty cans, rags, and other discarded materials from Project site. 3.4.2 After completing coating application, clean spattered surfaces. Remove spattered coatings by washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces. 3.4.3 Protect work of other trades against damage from coating operation. Correct damage by cleaning, repairing,replacing, and recoating, as approved by Architect, and leave in an undamaged condition. 3.4.4 At completion of construction activities of other trades,touch up and restore damaged or defaced coated surfaces. ■ 3.5 EXTERIOR HIGH-PERFORMANCE COATING SCHEDULE 3.5.1 General:All scheduled systems shall be Premium Grade as defined by the"MPI Manual" 3.5.2 Concrete and CMU Vertical Substrates: Provide application of anti-graffiti coating in +rr accordance with Division 07 Section "Water Repellants" and Division 09 Section, "Graffiti-Resisting Coatings". 3.5.3 Steel Substrates: Overhead areas above ceilings and open to structure: See Drawings and Schedules for colors in open ceiling designs. Also beams and columns shall be painted different color from surrounding areas. Colors as selected. "'ial 3.5.3.1 Polyurethane,Pigmented,Over Epoxy Coating System: MPI EXT 5.1 G 3.5.3.1.1 Prime Coat: Epoxy zinc primer,MPI#20. 3.5.3.1.2 Intermediate Coat: Epoxy,cold-cured, gloss,MPI#77. 3.5.3.1.3 First Topcoat: Polyurethane,two-component, pigmented,gloss,MPI#72. 3.5.3.1.4 Second Topcoat: Polyurethane,two-component, pigmented, gloss,MPI#72. d1° 3.5.3.1.5 Sheen: as selected from GL 3- GL-5. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099600-5 �r. MEADOW CREST PLAYGROUND SECTION 099600 PROJECT NO. 11.12.116 HIGH-PERFORMANCE COATINGS 3.5.3.2 Metal Fabrications - High Contact Areas: MPI EXT 5.1G (Sim.). Pigmented acrylic polyurethane finish(columns,beams,joists,trim, and guardrails etc.) ilk 3.5.3.2.1 Prime Coat: Epoxy zinc primer,MPI#20. 3.5.3.2.2 Intermediate Coat: High-Build Epoxy gloss,MPI#108. 3.5.3.2.3 First Topcoat: Polyurethane,two-component,pigmented, gloss,MPI#72. 3.5.3.2.4 Second Topcoat: Polyurethane,two-component,pigmented, gloss,MPI#72. 3.5.3.2.5 Sheen: as selected from GL 3-GL-5. m 3.5.4 Galvanized-Metal Substrates: Overhead decking and closure metal fabrications, Hollow Metal doors and frames, galvanized steel and areas above ceilings and open to structure. 3.5.4.1 Polyurethane,Pigmented Coating System:High Traffic-MPI EXT 5.3D 3.5.4.1.1 Prime Coat: Vinyl wash primer,MPI#80. 3.5.4.1.2 Intermediate Coat: Cold-curing epoxy primer,MPI#101. 3.5.4.1.3 First Topcoat: Polyurethane,two-component,pigmented, gloss,MPI#72. 3.5.4.1.4 Second Topcoat: Polyurethane,two-component,pigmented, gloss,MPI#72. 3.5.5 Aluminum (Not Anodized or Otherwise Coated) Substrates: 3.5.5.1 Polyurethane,Pigmented Coating System:MPI EXT 5.4B m' 3.5.5.1.1 Prime Coat: Vinyl wash primer,MPI#80. 3.5.5.1.2 Intermediate Coat: Cold-curing epoxy primer,MPI#101. 3.5.5.1.3 First Topcoat: Polyurethane,two-component,pigmented, gloss,MPI#72. 3.5.5.1.4 Second Topcoat: Polyurethane,two-component,pigmented, gloss,MPI#72. 3.6 INTERIOR HIGH-PERFORMANCE COATING SCHEDULE 3.6.1 General:All scheduled systems shall be Premium Grade as defined by the"MPI Manual" 3.6.2 Concrete Substrates, Horizontal Surfaces: Concrete Substrates, Traffic Surfaces: Refer to Division 03 Section"Cast-in-Place Concrete"for Liquid floor treatment- Sealer/Hardener. 3.6.3 Concrete and CMU Vertical Substrates: Provide application of anti-graffiti coating in accordance with Division 07 Section "Water Repellants" and Division 09 Section, "Graffiti-Resisting Coatings". BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099600-6 a MEADOW CREST PLAYGROUND SECTION 099600 PROJECT NO. 11.12.116 HIGH-PERFORMANCE COATINGS 3.6.4 Steel Substrates: (Beams, columns,Hollow Metal doors and frames) 3.6.4.1 Polyurethane,Pigmented, Over High-Build Epoxy Coating System: MPI INT 5.1G 3.6.4.1.1 Prime Coat: Cold-curing epoxy primer,MPI#101. 3.6.4.1.2 Intermediate Coat: High-build epoxy marine coating, low gloss,MPI#108. 3.6.4.1.3 Topcoat: Polyurethane,two-component, pigmented, gloss,MPI#72. 3.6.5 Galvanized-Metal Substrates: ( Hollow Metal doors and frames, decking, other galvanized «+� surfaces) 3.6.5.1 Polyurethane,Pigmented Coating System: High Traffic-MPI EXT 5.3D a 3.6.5.1.1 Prime Coat: Vinyl wash primer,MPI#80. 3.6.5.1.2 Intermediate Coat: Cold-curing epoxy primer, MPI#101. a 3.6.5.1.3 First Topcoat: Polyurethane,two-component,pigmented, gloss,MPI#72. r+ 3.6.5.1.4 Second Topcoat: Polyurethane,two-component,pigmented, gloss,MPI#72. 3.6.5.1.5 Sheen: GL 3 Satin to-GL 5-Gloss as selected by Architect. a 3.6.6 Aluminum (Not Anodized or Otherwise Coated) Substrates: 3.6.6.1 High-Performance Architectural Latex Coating System: MPI INT 5.4F a 3.6.6.1.1 Prime Coat: Quick-drying primer for aluminum, MPI#95. 3.6.6.1.2 Intermediate Coat: High-performance architectural latex, matching topcoat. 3.6.6.1.3 Topcoat: High-performance architectural latex, eggshell finish, MPI #139, Gloss w Level 3, or satin finish, MPI#140, Gloss Level 4, or semigloss finish, MPI#141, Gloss Level 5 as selected by Architect. END OF SECTION 099600 ■r r BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099600-7 a rr MEADOW CREST PLAYGROUND SECTION 099623 PROJECT NO. 11.12.116 GRAFFITI-RESISTANT COATINGS 11101 PART 1 - GENERAL se L1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY 1.2.1 Section includes: Surface preparation and application of clear Non-sacrificial graffiti-resistant o,„ coatings to the following vertical exposed masonry and concrete surfaces: 1.2.1.1 Exterior cast-in-place concrete— 1 coats in addition to Water Repellent specified in Division 07. 1.2.1.2 Exterior CMU— 1 coat in addition to Water Repellent specified in Division 07. 1.2.1.3 Interior CMU—2 coats system. 1.2.2 Related Sections: err 1.2.2.1 Division 03 Section"Cast-in-Place Concrete", including curing agents. 1.2.2.2 Division 04 Section"Unit Masonry" 1.2.2.3 Division 07 Section"Water Repellants" 1.2.2.4 Division 07 Section"Joint Sealants",for joint fillers and sealants. 1_3 SUBMITTALS 1.3.1 Product Data: Submit manufacturer's specifications, surface preparation and application instructions, recommendations for graffiti-resistant coatings for each surface specified, coverage rates, and protection and cleaning instructions. Include data substantiating that materials are recommended by manufacturer for applications indicated and comply with requirements. 1.3.2 Certificate: Submit certification by graffiti-resistant coating manufacturer that installer is approved by manufacturer, and that materials are recommended for applications indicated and comply with specified requirements. Submit certification signed by manufacturer, installer, and Contractor that warranty terms are acceptable and that surfaces have been inspected and approved for application. 1.3.3 Close-Out Submittals: See Division 01 Section"Closeout Procedures". BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099623 - 1 irw as MEADOW CREST PLAYGROUND SECTION 099623 PROJECT NO. 11.12.116 GRAFFITI-RESISTANT COATINGS a 1.3.4 Tests: Submit material test reports from qualified independent testing agency indicating and interpreting test results relative to compliance of graffiti-resistant coatings with quality assurance and a project conditions requirements specified below. 1.3.5 Extra Stock: See below. si 1.3.6 Report: Submit report of manufacturer's observations. 1.3.7 Warranty: See below. Submit special warranty acknowledgment signed by manufacturers, installer, and Contractor. a 1.4 QUALITY ASSURANCE 1.4.1 Installer Qualifications: Engage experienced Installer who employs only persons trained and approved by graffiti-resistant coating manufacturer. 1.4.2 Manufacturer Qualifications: Firm experienced in manufacturing products similar to those indicated for this Project and that has record of successful in-service performance. Manufacturer must observe and report(in writing to Architect)on applications at start and completion of work. 1.4.3 Project Mockup: Apply graffiti-resistant coating to material mockup, either partial or full coverage as directed, before proceeding with installation. Comply with installation requirements of this Section. a 1.4.4 Performance Requirements: Indicate test results for coatings on substrate simulating Project conditions as close as possible. Use same materials and methods of application to be used on Project. 1.4.4.1 Absorption Tests: Comparison of treated and untreated specimens: 1.4.4.1.1 Concrete Masonry Units: ASTM C 140. r 1.4.4.2 Water Vapor Transmission: ASTM D 1653-91a. 99.17%. 1.4.4.3 Water Penetration and Leakage Through Masonry: ASTM E 514. No penetration. a 1.4.4.4 Efflorescence Transmission: ASTM C 67-89a(modified). Passes. 1.4.4.5 Anti-Graffiti: Coating showing no signs of deterioration or change of appearance after graffiti has been removed,i.e.,no shadowing,ghosting,or staining of coating or substrate. 1.4.4.6 Anti-Graffiti: Coating to be non-yellowing,non-chalking,and UV resistant. ri 1.4.4.7 Graffiti Removal Product: Non-toxic,non-flammable,biodegradable,and with neutral pH. a 1.4.4.8 Anti-Graffiti Coatings: SCAQMDNOC compliant. 1.4.5 Preinstallation Conference: Conduct conference at Project site to comply with requirements in Division 01 Section"Project Management and Coordination". BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099623 -2 a ar MEADOW CREST PLAYGROUND SECTION 099623 PROJECT NO. 11.12.116 GRAFFITI-RESISTANT COATINGS 1.4.5.1 Include discussion of maintenance of coating procedures and use of manufacturer's system cleaner for maintenance of system warranty. aim 1.5 PROJECT CONDITIONS 1.5.1 Water and Substrate Conditions: Do not proceed with application of graffiti-resistant coatings (except with written recommendation of manufacturer)under following conditions: se 1.5.1.1 Ambient temperature is less than 40 degrees F (4 degrees C)or greater than 95 degrees F (30 degrees C). 1.5.1.2 Substrate surfaces have cured for less than one month. rr 1.5.1.3 Rain or temperatures below 40 degrees F(4 degrees C)are predicted for period of 24 hours. 1.5.1.4 Earlier than 24 to 72 hours after surfaces became wet. 1.5.1.5 Substrate is frozen or surface temperature is less than 40 degrees F(4 degrees C). 1.5.1.6 Windy condition is such that coating may be blown to vegetation or substrates not intended. 1.6 WARRANTY rr 1.6.1 Terms: Provide special warranty by manufacturer(s), installer, and Contractor for work of this Section covering materials and labor as required to repair or replace materials that fail to provide graffiti resistance. This warranty is in addition to, and not limitation of, other rights Owner may have against Contractor under Contract Documents. 1.6.1.1 Warranty Period: 5 years from the date of Substantial Completion of Project. 1.7 EXTRA STOCK rir 1.7.1 Stock: Provide containers of manufacturer's products, or recommended products, to Owner, as follows: (indicate expiration date on the top of the can) 1.7.1.1 Coating: Graffiti-resistant coating, 1 gallon. 1.7.1.2 Cleaner: Graffiti remover,4 gallons. all dill BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099623 -3 arr rrrrrr MEADOW CREST PLAYGROUND SECTION 099623 PROJECT NO. 11.12.116 GRAFFITI-RESISTANT COATINGS 1.8 OPERATIONS AND MAINTENANCE DATA/PROCEDURES Ni 1.8.1 Reference: Requirements established by Division 01 Section "Operation and Maintenance Data" close-out procedures. All O&M information to be approved prior to training activities. Ni 1.8.1.1 Training: Provide thorough training to Owner's designated staff/personnel on the safe application of material. 1.8.1.1.1 Attendance: Sheet must be signed by those staff attending training session and posted in appropriate section of O&M Manual. Ni PART 2 -PRODUCTS Ni 2.1 MATERIALS 2.1.1 Graffiti-Resistant Coatings: Clear-drying, water-based silicone emulsion, breathable, non at - yellowing, invisible finish, non-waxing, coating which prevents spray paints, crayons, ink, and similar products from staining underlying surface. a 2.2 MANUFACTURERS 2.2.1 Basis of Design Systems: Subject to compliance with requirements, provide products of one w manufacturer of following, or approved: 2.2.1.1 Proprietary-Blend,Film-Forming Water Repellent: Clear, consisting of 1 or several different resins, acrylics, polymers, stearates, or oils plus other compounds or products of components; and with 3.3 lb/gal. or less of VOCs for Exterior application products. 2.2.2 Products: 2.2.2.1 System Manufacturers: au 2.2.2.1.1 Professional Products of Kansas,Inc.. 2.2.2.1.2 Tnemec Company, Inc.. rig, 2.2.2.1.3 Or approved. 2.2.2.2 Exterior Graffiti-Resistant Coating Materials: wi 2.2.2.2.1 Professional Products of Kansas,Inc.; Professional Water Sealant- Super Strength. Ni 2.2.2.2.2 Tnemec Company,Inc.; Dur A Pell GS (Graffiti Shield), Series 626. 2.2.2.3 Graffiti-Resistant Coating System Cleaner: r BLRB ARCHITECTS 04/02/13 IS TACOMA,WASHINGTON PAGE: 099623-4 «rr MEADOW CREST PLAYGROUND SECTION 099623 PROJECT NO. 11.12.116 GRAFFITI-RESISTANT COATINGS 2.2.2.3.1 Professional Products of Kansas,Inc.; Phase II Cleaner. 2.2.2.3.2 Tnemec Company,Inc.; C680 Mark Away Cleaner. PART 3 -EXECUTION 3_1 PREPARATION 3.1.1 Cleaning: Clean substrate of substances that might interfere with penetration or performance of coatings. Test for moisture content according to manufacturer's instructions to ensure that surface is sufficiently dry. 3.1.2 Testing: Test for pH level according to manufacturer's instructions to ensure chemical bond to silicone minerals. wig3.1.3 Protection: Protect adjoining work, in accordance with manufacturer's recommendations, including sealant bond surfaces, from spillage or blow-over. Cover adjoining and nearby surfaces of aluminum and glass where there is possibility of coating being deposited on surfaces. Cover live plants and grass. Immediately clean coating from adjoining surfaces, complying with manufacturer's cleaning recommendations. Divert and protect pedestrian and automobile traffic. 3.1.4 Coordination with Sealants: Do not apply graffiti-resistant coating until sealants for joints gim adjacent to surfaces receiving treatment have been installed and cured. 3.1.5 Test Application: Prior to performing coating work, including bulk purchase or delivery of products, prepare small application in unobtrusive location and in manner acceptable to Architect to demonstrate final effect (visual, physical, and chemical) of planned installation. Proceed with work only after Architect accepts test application, or as otherwise directed. rir 3.2 INSTALLATION OF GRAFFITI-RESISTANT COATINGS 3.2.1 Application: Apply in coverage's and strengths in strict accordance with manufacturer's published instructions. 3.2.1.1 Exterior and Interior: Use specified Exterior Graffiti-Resistant coating. Apply full height of walls on following surfaces: 3.2.1.1.1 Exterior CMU and Concrete- 1 coat in addition to coat provided by Division 07 Section "Water Repellants" 3.2.1.1.2 Interior CMU and concrete-2 coats ;rr 3.2.1.2 Cleaner: At a minimum review, if not in practice clean an area of the specified system cleaner. See Training paragraph below to train maintenance staff. tow eft BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099623 -5 �r. MEADOW CREST PLAYGROUND SECTION 099623 PROJECT NO. 11.12.116 GRAFFITI-RESISTANT COATINGS 3.3 PROTECTION 3.3.1 Removal: Remove and/or reinstall protective coverings for coating systems as necessary to maintain protection. Coordinate process with Contractor's construction sequencing. S 3.4 VERIFICATION 3.4.1 Test Graffiti-Resistant Coating: Have manufacturer apply spray paint and marking pen graffiti to one square foot area of wall treated with graffiti-resistant coating in location selected by Architect. Remove graffiti in presence of Owner, Architect, and Contractor, and retreat area with coating per manufacturer. Repeat testing and retreatment until acceptable. 3.4.2 Training: Provide training for Owner's maintenance staff at site. Area of training to be determined by Owner. 3.4.2.1 See Installation article above for installation of cleaner for training purposes S END OF SECTION 099623 Oil BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 099623 -6 mos «rr MEADOW CREST PLAYGROUND SECTION 101423 PROJECT NO. 11.12.116 PANEL SIGNAGE rr PART 1 - GENERAL I* 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY 1.2.1 Section Includes: fro 1.2.1.1 Building and Site Signage. ""' 1.3 DEFINITIONS 1.3.1 Accessible: In accordance with the accessibility standard. 1.3.2 Illuminated: Illuminated by lighting source integrally constructed as part of the sign unit. rir 1_4 COORDINATION 1.4.1 Furnish templates for placement of sign-anchorage devices embedded in permanent construction by other installers. 1.4.2 Furnish templates for placement of electrical service embedded in permanent construction by .rr other installers. 1.5 ACTION SUBMITTALS 1.5.1 Product Data: For each type of product. 1.5.2 Shop Drawings: For panel signs. 1.5.2.1 Include fabrication and installation details and attachments to other work. +rr 1.5.2.2 Show sign mounting heights, locations of supplementary supports to be provided by others, and accessories. 1.5.2.3 Show message list, typestyles, graphic elements, including raised characters and Braille, and layout for each sign at least half size. 1.5.2.4 Show locations of electrical service connections. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 101423- 1 a■ MEADOW CREST PLAYGROUND SECTION 101423 PROJECT NO. 11.12.116 PANEL SIGNAGE 1.5.2.5 Include diagrams for power, signal, and control wiring. 1.5.3 Samples for Initial Selection: For each type of sign assembly, exposed component, and exposed finish. as 1.5.3.1 Include representative Samples of available typestyles and graphic symbols. 1.5.4 Samples for Verification: For each type of sign assembly showing all components and with the required finish(es), in manufacturer's standard size unless otherwise indicated and as follows: 1.5.4.1 Room-Identification Signs: Full-size Sample. 1.5.4.2 Variable Component Materials: Full-size Sample 8-inch Sample of each base material, character (letter, number, and graphic element) in each exposed color and finish not included in Samples above. rr 1.5.4.3 Exposed Accessories: Full-size Sample of each accessory type. 1.5.5 Sign Schedule: Use same designations specified or indicated on Drawings or in a sign schedule. • 1.5.5.1 Include structural analysis calculations for signs indicated to comply with design loads; signed and sealed by the qualified professional engineer responsible for their preparation. 1.6 INFORMATIONAL SUBMITTALS wo 1.6.1 Qualification Data: For Installer and manufacturer. 1.6.2 Sample Warranty: For special warranty. 1.7 CLOSEOUT SUBMITTALS a 1.7.1 Maintenance Data: For signs to include in maintenance manuals. us 1.8 QUALITY ASSURANCE 1.8.1 Installer Qualifications: Manufacturer of products. 1.9 FIELD CONDITIONS 1.9.1 Field Measurements: Verify locations of anchorage devices embedded in permanent construction by other installers by field measurements before fabrication, and indicate measurements on Shop Drawings. tit a BLRB ARCHITECTS 04/02/13 IS TACOMA,WASHINGTON PAGE: 101423 -2 N x�r MEADOW CREST PLAYGROUND SECTION 101423 PROJECT NO. 11.12.116 PANEL SIGNAGE atr 1.10 WARRANTY 1.10.1 Special Warranty: Manufacturer agrees to repair or replace components of signs that fail in materials or workmanship within specified warranty period. �+r 1.10.1.1 Failures include,but are not limited to,the following: 1.10.1.1.1 Deterioration of finishes beyond normal weathering. 1.10.1.1.2 Deterioration of embedded graphic image. 1.10.1.1.3 Separation or delamination of sheet materials and components. 1.10.1.2 Warranty Period: Five years from date of Substantial Completion. ON PART 2 -PRODUCTS 2_1 PANEL SIGNS.GENERAL 2.1.1 Regional Materials: Panel signs shall be manufactured within 500 miles of Project site. 2_2 PERFORMANCE REQUIREMENTS 2.2.1 Thermal Movements: For exterior signs, allow for thermal movements from ambient and surface temperature changes. 2.2.1.1 Temperature Change: 120 deg F, ambient; 180 deg F, material surfaces. 2.2.2 Accessibility Standard: Comply with applicable provisions in the U.S. Architectural & Transportation Barriers Compliance Board's ADA-ABA Accessibility Guidelines for Buildings and Facilities and ICC A117.1 for signs. 2.2.3 Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 2_3 SIGNS 2.3.1 Manufacturers: Subject to compliance with requirements, provide products by one of the following: 2.3.1.1 ASI Sign Systems,Inc. 2.3.1.2 Best Sign Systems Inc. 2.3.1.3 InPro Corporation. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 101423-3 MEADOW CREST PLAYGROUND SECTION 101423 PROJECT NO. 11.12.116 PANEL SIGNAGE 2.3.1.4 Vista System. ow 2.3.1.5 Vomar Products,Inc. 2.3.1.6 Or approved. No 2.3.2 Room-Identification Sign: Sign with smooth, uniform surfaces; with message and characters having uniform faces,sharp corners,and precisely formed lines and profiles; and as follows: a 2.3.2.1 Laminated-Sheet Sign: Photopolymer face sheet with raised graphics laminated over subsurface graphics to acrylic backing sheet to produce composite sheet. 2.3.2.1.1 Composite-Sheet Thickness: 0.125 inch. 2.3.2.1.2 Surface-Applied Graphics: Applied paint. 2.3.2.1.3 Subsurface Graphics: Reverse halftone or dot-screen image. 2.3.2.1.4 Color(s): As selected by Architect from manufacturer's full range. a 2.3.2.2 Sign-Panel Perimeter: Finish edges smooth. oni 2.3.2.2.1 Edge Condition: Square cut. 2.3.2.2.2 Corner Condition in Elevation: Rounded to radius indicated. 2.3.2.3 Mounting: Surface mounted to wall with concealed anchors. 2.3.2.4 Text and Typeface: Accessible raised characters and Braille typeface matching Architect's sample and variable content as scheduled. Finish raised characters to contrast with background color, and finish Braille to match background color. at 2.4 INTERPRETIVE SIGNS 2.4.1 Post Support: Galvanized steel tube steel. Galvanized after fabrication and as shown on drawings. 2.4.2 Panel: 3/8- inch thick steel plate to size as drawn,galvanized after fabrication S 2.4.3 Sign: Polycarbonate sign Panel with Graphics sandwiched between metal and polycarbonate protective cover. Bolted together with tamper-proof stainless steel fastener. 2.4.4 Text and Image: see drawings is 2.5 ACCESSORIES 2.5.1 Fasteners and Anchors: Manufacturer's standard as required for secure anchorage of signage, noncorrosive and compatible with each material joined, and complying with the following: BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 101423 -4 0 arr MEADOW CREST PLAYGROUND SECTION 101423 PROJECT NO. 11.12.116 PANEL SIGNAGE ,r■ 2.5.1.1 Use concealed fasteners and anchors unless indicated to be exposed. 2.5.1.2 For exterior exposure,furnish stainless-steel devices unless otherwise indicated. 2.5.1.3 Exposed Metal-Fastener Components, General: 2.5.1.3.1 Fabricated from same basic metal and finish of fastened metal unless otherwise indicated. 'al 2.5.1.3.2 Fastener Heads: For nonstructural connections, use flathead or oval countersunk screws and bolts with tamper-resistant spanner-head slots unless otherwise indicated. 2.5.1.4 Sign Mounting Fasteners: 2.5.1.4.1 Concealed Studs: Concealed (blind), threaded studs welded or brazed to back of sign material or screwed into back of sign assembly,unless otherwise indicated. 2.5.1.4.2 Projecting Studs: Threaded studs with sleeve spacer, welded or brazed to back of sign material or screwed into back of sign assembly, unless otherwise indicated. 2.5.1.4.3 Through Fasteners: Exposed metal fasteners matching sign finish, with type of head indicated, installed in predrilled holes. 2.5.1.5 Inserts: Furnish inserts to be set by other trades into concrete or masonry work. rr 2_6 FABRICATION 2.6.1 General: Provide manufacturer's standard sign assemblies according to requirements indicated. sitt 2.6.1.1 Preassemble signs and assemblies in the shop to greatest extent possible. Disassemble signs and assemblies only as necessary for shipping and handling limitations. Clearly mark units for reassembly and installation;apply markings in locations concealed from view after final assembly. 2.6.1.2 Mill joints to a tight, hairline fit. Form assemblies and joints exposed to weather to resist water penetration and retention. 2.6.1.3 Comply with AWS for recommended practices in welding and brazing. Provide welds and brazes behind finished surfaces without distorting or discoloring exposed side. Clean exposed welded and brazed connections of flux, and dress exposed and contact surfaces. 2.6.1.4 Conceal connections if possible; otherwise, locate connections where they are inconspicuous. rir 2.6.1.5 Internally brace signs for stability and for securing fasteners. 2.6.1.6 Provide rebates, lugs, and brackets necessary to assemble components and to attach to existing work. Drill and tap for required fasteners. Use concealed fasteners where possible; use exposed fasteners that match sign finish. 2.6.2 Surface-Engraved Graphics: Machine engrave characters and other graphic devices into panel surface indicated to produce precisely formed copy, incised to uniform depth. .rs BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 101423 -5 sou IS MEADOW CREST PLAYGROUND SECTION 101423 PROJECT NO. 11.12.116 PANEL SIGNAGE • 2.6.2.1 Engraved Metal: Fill engraved graphics with manufacturer's standard baked enamel. r 2.6.2.2 Engraved Opaque Acrylic Sheet: Fill engraved graphics with manufacturer's standard enamel. aa 2.6.2.3 Face-Engraved Clear Acrylic Sheet: Fill engraved copy with manufacturer's standard enamel. Apply manufacturer's standard opaque background color coating to back face of acrylic sheet. 2.6.2.4 Engraved Plastic Laminate: Engrave through exposed face ply of plastic-laminate sheet to expose contrasting core ply. 2.6.3 Subsurface-Applied Graphics: Apply graphics to back face of clear face-sheet material to produce precisely formed image. Image shall be free of rough edges. 2.6.4 Subsurface-Engraved Graphics: Reverse engrave back face of clear face-sheet material. Fill resulting copy with manufacturer's standard enamel. Apply opaque manufacturer's standard background color coating over enamel-filled copy. 2.6.5 Shop- and Subsurface-Applied Vinyl: Align vinyl film in final position and apply to surface. Firmly press film from the middle outward to obtain good bond without blisters or fishmouths. 2.6.6 Signs with Changeable Message Capability: Fabricate signs to allow insertion of changeable messages as follows: 2.6.6.1 For slide-in changeable inserts, fabricate slot without burrs or constrictions that inhibit function. Furnish initial changeable insert. Subsequent changeable inserts are by Owner Furnish two blank inserts for each sign for Owner's use. U 2.7 GENERAL FINISH REQUIREMENTS 2.7.1 Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. 2.7.2 Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.7.3 Directional Finishes: Run grain with long dimension of each piece and perpendicular to long Ii dimension of finished trim or border surface unless otherwise indicated. 2.7.4 Organic,Anodic, and Chemically Produced Finishes: Apply to formed metal after fabrication but U before applying contrasting polished finishes on raised features unless otherwise indicated. 2.8 METALLIC-COATED STEEL FINISHES 2.8.1 Surface Preparation: Clean surfaces of oil and other contaminants. Use cleaning methods that do not leave residue. After cleaning, apply a conversion coating compatible with the organic coating to be BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 101423-6 +rr MEADOW CREST PLAYGROUND SECTION 101423 PROJECT NO. 11.12.116 PANEL SIGNAGE WIN applied over it. Clean welds, mechanical connections, and abraded areas and apply galvanizing repair 41. paint, complying with SSPC-Paint 20,to comply with ASTM A 780/A 780M. 2.8.2 Factory Prime Finish: After cleaning and pretreating, apply an air-dried primer compatible with the organic coating to be applied over it. 2.8.3 Baked-Enamel or Powder-Coat Finish: After cleaning and pretreating, apply manufacturer's standard two-coat, baked-on finish consisting of prime coat and thermosetting topcoat to a minimum dry film thickness of 2 mils. .ei 2.9 STEEL FINISHES 2.9.1 Surface Preparation: Remove mill scale and rust, if present, from uncoated steel, and prepare for coating according to coating manufacturer's written instructions. 2.9.1.1 For Baked-Enamel or Powder-Coat Finish: After cleaning, apply a conversion coating compatible with the organic coating to be applied over it. 2.9.2 Factory Prime Finish: After surface preparation and pretreatment, apply manufacturer's standard, fast-curing, lead-and chromate-free,universal primer. 2.9.3 Baked-Enamel or Powder-Coat Finish: After cleaning and pretreating, apply manufacturer's standard two-coat, baked-on finish consisting of prime coat and thermosetting topcoat to a minimum dry film thickness of 2 mils. 2.10 STAINLESS-STEEL FINISHES 2.10.1 Surface Preparation: Remove tool and die marks and stretch lines, or blend into finish. 2.10.2 Polished Finishes: Grind and polish surfaces to produce uniform finish,free of cross scratches. 2.10.2.1 When polishing is completed, passivate and rinse surfaces. Remove embedded foreign ,,,,, matter and leave surfaces chemically clean. 2.10.2.2 Directional Satin Finish: No. 4. PART 3 - EXECUTION 3_1 EXAMINATION „, 3.1.1 Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of signage work. 3.1.2 Verify that sign-support surfaces are within tolerances to accommodate signs without gaps or irregularities between backs of signs and support surfaces unless otherwise indicated. "i BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 101423-7 wrti MEADOW CREST PLAYGROUND SECTION 101423 PROJECT NO. 11.12.116 PANEL SIGNAGE rit 3.1.3 Verify that anchor inserts are correctly sized and located to accommodate signs. 3.1.4 Verify that electrical service is correctly sized and located to accommodate signs. 3.1.5 Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION 3.2.1 General: Install signs using mounting methods indicated and according to manufacturer's written instructions. 3.2.1.1 Install signs level, plumb, true to line, and at locations and heights indicated, with sign surfaces free of distortion and other defects in appearance. 3.2.1.2 Install signs so they do not protrude or obstruct according to the accessibility standard. 3.2.1.3 Before installation, verify that sign surfaces are clean and free of materials or debris that would impair installation. 3.2.1.4 Corrosion Protection: Coat concealed surfaces of exterior aluminum in contact with grout, concrete,masonry,wood,or dissimilar metals,with a heavy coat of bituminous paint. 3.2.2 Room-Identification Signs and Other Accessible Signage: Install in locations on walls as indicated and according to accessibility standard. 3.2.3 Mounting Methods: 3.2.3.1 Concealed Studs: Using a template, drill holes in substrate aligning with studs on back of tael sign. Remove loose debris from hole and substrate surface. 3.2.3.1.1 Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for displaced ,ail adhesive. Place sign in position and push until flush to surface, embedding studs in holes. Temporarily support sign in position until adhesive fully sets. 3.2.3.1.2 Thin or Hollow Surfaces: Place sign in position and flush to surface, install washers and ma nuts on studs projecting through opposite side of surface, and tighten. 3.2.3.2 Projecting Studs: Using a template, drill holes in substrate aligning with studs on back of sign. Remove loose debris from hole and substrate surface. 3.2.3.2.1 Masonry Substrates: Fill holes with adhesive. Leave recess space in hole for displaced riy adhesive. Place spacers on studs, place sign in position, and push until spacers are pinched between sign and substrate, embedding the stud ends in holes. Temporarily support sign in position until adhesive fully sets. 3.2.3.2.2 Thin or Hollow Surfaces: Place spacers on studs, place sign in position with spacers pinched between sign and substrate, and install washers and nuts on stud ends projecting through opposite side of surface,and tighten. BLRB ARCHITECTS 04/02/13 Mil TACOMA,WASHINGTON PAGE: 101423-8 .ti. MEADOW CREST PLAYGROUND SECTION 101423 PROJECT NO. 11.12.116 PANEL SIGNAGE 3.2.3.3 Through Fasteners: Drill holes in substrate using predrilled holes in sign as template. Countersink holes in sign if required. Place sign in position and flush to surface. Install though fasteners and tighten. 3.2.3.4 Brackets: Remove loose debris from substrate surface and install backbar or bracket supports in position so that signage is correctly located and aligned. 3.2.3.5 Adhesive: Clean bond-breaking materials from substrate surface and remove loose debris. `" Apply linear beads or spots of adhesive symmetrically to back of sign and of suitable quantity to support weight of sign after cure without slippage. Keep adhesive away from edges to prevent adhesive extrusion as sign is applied and to prevent visibility of cured adhesive at sign edges. Place sign in dal position, and push to engage adhesive. Temporarily support sign in position until adhesive fully sets. gni 3_3 ADJUSTING AND CLEANING 3.3.1 Remove and replace damaged or deformed signs and signs that do not comply with specified requirements. Replace signs with damaged or deteriorated finishes or components that cannot be successfully repaired by finish touchup or similar minor repair procedures. 3.3.2 Remove temporary protective coverings and strippable films as signs are installed. Rai 3.3.3 On completion of installation, clean exposed surfaces of signs according to manufacturer's written instructions, and touch up minor nicks and abrasions in finish. Maintain signs in a clean condition during 410 construction and protect from damage until acceptance by Owner. rr END OF SECTION 101423 41111 rri "w" BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 101423-9 Barra MEADOW CREST PLAYGROUND SECTION 102800 PROJECT NO. 11.12.116 TOILET,BATH,AND LAUNDRY ACCESSORIES agar PART 1 - GENERAL 1_1 SUMMARY 1.1.1 Section Includes: aar 1.1.1.1 Washroom accessories. 1.1.1.2 Childcare accessories. 1.1.1.3 Underlavatory guards. a• 1.1.1.4 Custodial accessories. 1.1.1.5 Warm air dryers arli 1.1.2 Related Sections: r■ 1.1.2.1 Division 01 Section"Summary of Work". 1.1.2.2 Division 04 Section"Unit Masonry". am 1_2 DEFINITIONS arf 1.2.1 OFCI: Furnished by Owner and Installed by Contractor. 1.2.2 OFOI: Owner Furnished Owner Installed. arai 1_3 SUBMITTALS 1.3.1 Product Data: For each type of product indicated. 1.3.2 Product Schedule: Indicating types, quantities, sizes, and installation locations by room of each accessory required. 1.3.2.1 Identify locations using room designations indicated. 1.3.2.2 Identify products using designations indicated. 1.3.3 Maintenance data. all 1.3.4 Warranty: Sample of special warranty. 1_4 QUALITY ASSURANCE BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 102800- 1 MEADOW CREST PLAYGROUND SECTION 102800 PROJECT NO. 11.12.116 TOILET,BATH,AND LAUNDRY ACCESSORIES mg 1.4.1 Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency,and marked for intended location and application. 1.5 WARRANTY 1.5.1 Special Mirror Warranty: Manufacturer's standard form in which manufacturer agrees to replace mirrors that develop visible silver spoilage defects and that fail in materials or workmanship within specified warranty period. 1.5.1.1 Warranty Period: 15 years from date of Substantial Completion. ■u PART 2 -PRODUCTS so 2.1 GENERAL 2.1.1 Basis of Design Product selection is provided with other Manufacturers, with the stipulation that Manufacturers' other than Basis of Design are required to provide a Comparable product as specified in section 016000-Product Requirements. 2.1.1.1 Definition: Comparable Product that is demonstrated and approved through submittal process, or where indicated as a product substitution, to have the indicated qualities related to type, function, dimension, in-service performance, physical properties, appearance, and other characteristics that equal or exceed those of specified product. 2.2 WASHROOM ACCESSORIES 2.2.1 Basis-of-Design Products: All listed Products are Basis of Design as Bobrick Products, unless indicated otherwise. Subject to compliance with requirements, provide product indicated on Drawings or as comparable product by one of the following: 2.2.1.1 American Specialties,Inc. 2.2.1.2 Bobrick Washroom Equipment,Inc. 2.2.1.3 Bradley Corporation. 2.2.1.4 Willoughby Industries Ml 2.2.1.5 Or approved. 2.2.2 Toilet Tissue(Roll)Dispenser : 2.2.2.1 Basis-of-Design Product: Bobrick#B2890 Jumbo-roll Bathroom Tissue Dispenser 2.2.2.2 Mounting: Stainless steel with satin finish, Surface mounted, all-welded construction. ass BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 102800-2 MEADOW CREST PLAYGROUND SECTION 102800 PROJECT NO. 11.12.116 TOILET, BATH, AND LAUNDRY ACCESSORIES 2.2.2.3 Operation: Noncontrol delivery with theft-resistant spindle. 2.2.2.4 Capacity: Designed for up to 10-inch roll of tissue rolls. 2.2.2.5 Material and Finish: Stainless steel satin finish with viewing window. 2.2.3 Liquid-Soap Dispenser : 2.2.3.1 Basis-of-Design Product: Auto-Foam #750411 2.2.3.2 Touch-free automatic hand soap dispensor.. r■ 2.2.3.3 Description: Designed for dispensing soap in liquid or lotion form. 2.2.3.4 Mounting: Vertically oriented, surface mounted. 2.2.3.5 Capacity: 1100 mL. °'r" 2.2.3.6 Materials: Corrosion-resistant Valves and reservoir with plastic exterior. 2.2.3.7 Refill Indicator: Window type. rr 2.2.3.8 Operation: battery Operated. 2.2.4 Grab Bar : Willoughby GB grab bar, or approved 2.2.4.1 Basis-of-Design Product: ADA/ANSI compliant. 2.2.4.2 Mounting: Flanges with exposed fasteners. 2.2.4.3 Material: 304 Stainless steel, 0.05 inch thick. rr 2.2.4.3.1 Finish: Smooth,No. 4 finish(satin)on ends and slip-resistant texture in grip area. 2.2.4.4 Outside Diameter: 1-1/2 inches. 2.2.4.5 Configuration and Length: Various lengths as indicated on Drawings. �. 2.2.5 Seat-Cover Dispenser: 2.2.5.1 Basis-of-Design Product: Bobrick B-221 Fold Seacover Dispenser. 2.2.5.2 Mounting: Surface mounted. 2.2.5.3 Minimum Capacity: 250-surface-mounted unit seat covers. air 2.2.5.4 Exposed Material and Finish: Stainless Steel Satin finish +�• 2.2.6 Mirror Unit : BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 102800-3 ;w. MEADOW CREST PLAYGROUND SECTION 102800 PROJECT NO. 11.12.116 TOILET,BATH, AND LAUNDRY ACCESSORIES 2.2.6.1 Basis-of-Design Product: Willoughby Industries,#FMR-1. 2.2.6.2 Frame: 16 gauge 304, Stainless-steel. 2.2.6.2.1 Corners: Manufacturer's standard. 2.2.6.3 Hangers: Manufactiurer's theft-resistant installation, using bolt through the wall design- 6 point anchor system. 2.2.6.3.1 Bolts and Hardware 14gauge straps and'/4" -20 all-thread nuts&washers. 2.2.6.3.2 Hardboard backing: '/2-inch thick. 2.2.6.4 Size: 12-inches wide by 18-inches height.. 2.3 UNDERLAVATORY GUARDS 2.3.1 Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include,but are not limited to,the following: 2.3.1.1 Plumberex Specialty Products,Inc. 2.3.1.2 Truebro by IPS Corporation. 2.3.1.3 Or approved. 2.3.2 Underlavatory Guard : so 2.3.2.1 Description: Insulating pipe covering for supply and drain piping assemblies that prevent direct contact with and burns from piping; allow service access without removing coverings. 2.3.2.2 Material and Finish: Antimicrobial,molded plastic,white. 2.4 CUSTODIAL ACCESSORIES 1111 2.4.1 Basis-of-Design Product: All listed Products are Basis of Design as Bobrick Products, unless indicated otherwise. Subject to compliance with requirements, provide product indicated on Drawings or sir comparable product by one of the following: 2.4.1.1 American Specialties,Inc. its 2.4.1.2 Bobrick Washroom Equipment,Inc. 2.4.1.3 Bradley Corporation. 2.4.1.4 Or approved. 2.4.2 Utility Shelf and Mop Holder: BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 102800-4 MEADOW CREST PLAYGROUND SECTION 102800 PROJECT NO. 11.12.116 TOILET, BATH,AND LAUNDRY ACCESSORIES 2.4.2.1 Basis-of-Design Product: Bobrick B-224 aor 2.4.2.2 Description: With exposed edges turned down not less than 1/2 inch and supported by two triangular brackets welded to shelf underside. Four anti-slip mop/broom holders with spring-loaded sia cam. 2.4.2.3 Length: 36 inches 2.4.2.4 Material and Finish: Not less than nominal 18 gauge stainless steel,No. 4 finish(satin). .r 2_5 WARM AIR DRYERS 2.5.1 Warm-Air Dryer: 2.5.1.1 Basis-of-Design Product: Excel Dryer Corporation,Xlerator Hand Dryer XL-SB. 2.5.1.2 Mounting: Surface mounted. .rr 2.5.1.3 Operation: Electronic-sensor activated with time power cut-off switch. 2.5.1.3.1 Operation Time: 35 seconds 2.5.1.4 Cover Material and Finish: one-piece, heavy-duty, rib-reinforced, die-cast zinc alloy, w. brushed stainless steel finish. 2.5.1.5 Electrical Requirements: 110/120V 12.5 Amp 60 hz 1500 rr 2.6 CHILDCARE ACCESSORIES 2.6.1 Basis-of-Design Product: All listed Products are Basis of Design as Koala Care Products/Bobrick Products, unless indicated otherwise. Subject to compliance with requirements, provide product indicated on Drawings or comparable product by one of the following: air 2.6.1.1 American Specialties,Inc. 2.6.1.2 Diaper Deck&Company,Inc. .�r 2.6.2 Diaper-Changing Station : 2.6.2.1 Basis-of-Design Product: Koala Care/Bobrick KB110-SSWM 2.6.2.2 Description: Horizontal unit that opens by folding down from stored position and with child-protection strap. 2.6.2.2.1 Engineered to support a minimum of 250-lb static load when opened. Or 2.6.2.3 Mounting: Surface mounted, with unit projecting not more than 4 inches from wall when closed. BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 102800-5 wanor MEADOW CREST PLAYGROUND SECTION 102800 PROJECT NO. 11.12.116 TOILET,BATH,AND LAUNDRY ACCESSORIES 2.6.2.4 Operation: By pneumatic shock-absorbing mechanism. a 2.6.2.5 Material and Finish: Stainless steel,No. 4 finish(satin), exterior shell with rounded plastic corners; HDPE interior in manufacturer's standard color,Microban construction. a 2.6.2.6 Liner Dispenser: Built in. 2.7 FABRICATION 2.7.1 Keys: Provide universal keys for internal access to accessories for servicing and resupplying. Provide minimum of six keys to Owner's representative. a PART 3 -EXECUTION ,rr 3_1 INSTALLATION war 3.1.1 Install accessories according to manufacturers' written instructions, using fasteners appropriate to substrate indicated and recommended by unit manufacturer. Install units level, plumb, and firmly anchored in locations and at heights indicated. 3.1.2 Grab Bars: Install to withstand a downward load of at least 250 lbf, when tested according to ASTM F 446. a END OF SECTION 102800 r a a 111 BLRB ARCHITECTS 04/02/13 TACOMA,WASHINGTON PAGE: 102800-6 If MEADOW CREST PLAYGROUND SECTION 129300 PROJECT NO. 11.12.116 SITE FURNISHINGS .rr PART 1 -GENERAL aaflla 1_1 RELATED DOCUMENTS 1.1.1 Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,apply to this section. ,.� 1_2 SUMMARY 1.2.1 Section Includes: +rr 1.2.1.1 Benches. 1.2.1.2 Trash receptacles. 1.2.1.3 Picnic tables. 4011 1.2.1.4 Bicycle racks. 1.3 RELATED SECTIONS 1.3.1 Division 32—Concrete Paving. 1.3.2 Division 32—Sod Lawn. 1_4 PERFORMANCE REQUIREMENTS AND QUALITY ASSURANCE 1.4.1 Perform work with personnel experienced in the work required under direction of a skilled foreman. - 1.5 SUBMITTALS 1.5.1 Submit manufacturer's technical data. Provide soil compaction tests as required in the general conditions. 1.6 EXISTING CONDITIONS rw 1.6.1 Contractor shall approve existing conditions prior to beginning all landscape work. Beginning work indicates acceptance of existing conditions. PART 2 -PRODUCTS 2.1 MANUFACTURERS aarr 2.1.1 In other Part 2 articles where titles below introduce lists,the following requirements apply to product selection: arr air BLRB ARCHITECTS 4/2/13 DESIGN CONCEPTS BID SET PAGE: 129300- 1 our MEADOW CREST PLAYGROUND SECTION 129300 PROJECT NO. 11.12.116 SITE FURNISHINGS a 2.1.1.1 Available Products; Subject to compliances with requirements,products that may be incorporated into the Work include,but are not limited to,products specified. 2.1.1.2 Available Manufacturers: Subject to compliance with requirements,manufacturers offering products that may be incorporated into the Work include, but are not limited to,manufacturers specified. 2.2 MATERIALS a 2.2.1 Benches: Wabash Valley Estate 6' with back,ribbed, surface ground mount with locking nuts and mounting-plate covers. Qty (6). Model No. ES520R. Color shall be green. 2.2.2 Trash Receptacles: Wabash Valley 32-gallon receptacle(Model No.LR300R),ribbed with a dome lid(Model No.DT100), 32-gallon receptacle liner(Model No.LR310)and surface mount package (Model No.LR105)with locking nuts. Qty(4). Color shall be green. a 2.2.3 Picnic Tables: Wabash Valley 46" square tables,perforated, surface mount(Model No. SP225P); qty(3)Base bid and(6)Alternate No. 4. 46" Square, 3seats ADA accessible, surface mount (Model No. SG234P)with locking nuts; qty(3)base bid and(2)Alternate No. 4. Color shall be brown a frame with green table top. 2.2.4 Game Tables: Wabash Valley 46"square tables,perforated, surface count(Model No. SG225P); qty(2). (1)ADA accessible, surface mount(Model No. SG230)with locking nuts. Include Game Top Insert—White(Model No. SP100);qty(3). Color shall be brown frame with slate blue table top. 2.2.5 Bicycle Racks:Landscape Forms(model tactil). Qty (3). Colors to be(1)Cranberry, (1) Buttercup and(1)Blue bell. a PART 3 -EXECUTION ■r� 3.1 PREPARATION 3.1.1 Excavate for footings for site furnishings. Moisten base, compact to 90%of Standard Proctor Density. 3.2 INSTALLATION 3.2.1 Benches: Install per manufacturer's specifications. 3.2.2 Trash Receptacles: Install per manufacturer's specifications. 3.2.3 Picnic Table:Install per manufacturer's specifications. a 3.2.4 Game Table: Install per manufacturer's specifications. 3.2.5 Bicycle Racks: Install per manufacturer's specifications. a BLRB ARCHITECTS 4/2/13 DESIGN CONCEPTS BID SET PAGE: 129300-2 a MEADOW CREST PLAYGROUND SECTION 129300 PROJECT NO. 11.12.116 SITE FURNISHINGS 3.3 FIELD QUALITY CONTROL 3.3.1 All items must be protected from staining,cracking, chipping,vandalism, and other drainage during progress of the work and left in a first class condition upon completion. END OF SECTION 129300 mei emu vie lia rr WO sin OM BLRB ARCHITECTS 4/2/13 DESIGN CONCEPTS BID SET PAGE: 129300-3 wr