Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Contract
CAG-09-084 your SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONSTRUCTION CONTRACT SECTION 00500 PAGE 1 OF 2 CONSTRUCTION CONTRACT 3044 THIS AGREEMENT made and entered into this qday of (1;�,p , 2009, by and between Landon Construction Group, LLC, hereinafter called the "Contractor," and the City of RENTON, Washington, hereinafter called the"City," WITNESSETH WHEREAS, pursuant to the invitation of the City extended through an official published "Invitation to Bid,"the Contractor did, in accordance therewith, file with the City a Proposal containing an offer which was invited by said notice, and WHEREAS, the City has heretofore determined that said offer was the lowest responsible bid submitted; Now, therefore, it is agreed, Section 1. That Contractor shall comply in every way with the requirements of those contract documents entitled: SEISMIC RETROFIT OF RENTON FIRE STATION 11 and dated April 23, 2009 The further terms, conditions and covenants of the contract are set forth in the following contract documents which are hereby made a part of this agreement by actual attachment or by this reference thereto as follows: a) The Invitation for Bid, as published by the City. b) All sections of the Project Manual entitled "SEISMIC RETROFIT OF RENTON FIRE STATION 11"and dated April 23, 2009 c) The drawings entitled "VOLUNTARY SEISMIC RETROFIT OF RENTON FIRE STATION 11 Construction Set"and dated April 23, 2009 d) Addendum# 1 to the Contract Documents, issued May 14, 2009 e) The bid proposals submitted by the Contractor as to those items and/or alternatives accepted by the City. f) Any change orders, additions or deletions, if any, issued by the City and approved by the Renton City Council, provided that such Council approval is evidenced on said change order by the signature of the Mayor of the City of Renton. Nave ',owe SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONSTRUCTION CONTRACT SECTION 00500 PAGE 2 OF 2 CONSTRUCTION CONTRACT CONTINUED Section 2. In consideration of faithful compliance with the terms and conditions of this agreement, whether set forth herein or incorporated by reference, the owner shall pay to the Contractor, at the times and in the manner provided in said specifications, the sum of: Total Bid without Tax $394,191.00 Wa State Sales Tax, 9.5% $ 37,448.15 for a total contract amount of $431,639.15 which sum is subject, however, to increase or decrease in such proportion as the quantities named in said proposal are so charged, all as in said specifications and proposal provided. IN WITNESS WHEREOF, said Contractor and said City have caused this agreement to be executed on the day and year first above written. Landon Construction Group LLC Contractor Firm Name Registration No. LANDOCG934PA R .41141,-- C)-26-2 ;61 6,s ect Name and Title of Person Signing By: Greg Bogard, Managing rrtner, Landon Construction Group, LLC CITY OF ' NTON By: .k,/ 'O-AL, J. LJ 24 t4"" Mayor renis Law 6.,30.(2.00.7 City Clerk Bonnie I.Walton Approved as to Form: CftXA..u."e•,...-.,e<?*WC.-+-",s% . City Attorney Larry Warren ORIGINALS TO CLERKS OFFICE/FACILITIES OFFICE/CONTRACTOR ***END OF SECTION*** New SEISMIC RETROFIT OF RENTON FIRE STATION 11 ADDENDUM # 1, MAY 14, 2009 From the Offices of WAGNER ARCHITECTS Page 1 of 2 CONTRACT ADDENDUM NO. 1 CITY OF RENTON: SEISMIC RETROFIT OF RENTON FIRE STATION 11 Date of Issue: May 14, 2009 Date of Opening: The date of the bid opening is MAY 19 Notice to All Planholders: This Addendum No. 1 provides clarifications and revisions to the Contract Documents for the Seismic Retrofit of Renton Fire Station 11 project. This Addendum is hereby made a part of the Contract Documents, and modifies the Contract Documents issued on April 23, 2009. This Addendum shall be attached to the Contract Documents and shall be taken into consideration by the Bidders in submitting their bids. Bidders shall acknowledge receipt of Addendum No. 1 in the empty space on the BID PROPOSAL. Failure to do so may subject the Bidder to disqualification of their Bid. This Addendum is being posted on the builders exchange site on May 14, 2009. ELIGIBLE BIDDERS The sign up sheet from the May 6 mandatory site meeting is attached. Only those contractors who attended the meeting and signed the sign up sheet may bid the project as a general contractor. A list of those contractors follows. Bids from other general contractors will be dismissed. Sub contractors who did not attend the site meeting can bid work to general contractors who were at the site meeting. This listing is not meant to qualify the contractors in any other way. The professional qualifications of each bidder will still be evaluated per the contract documents. Advanced Construction, Inc. MMI Services, Inc. Apus Construction, Inc Moon Construction Artus Construction Company Morcon Construction Biwell Construction, Inc. Narrows Heating &AC BNBuilders, Inc. Pacific Huts and Castles Commercial Wall Systems, LLC ProMark Concepts Ebenal General, Inc Serpanok Construction, Inc Epic Construction, LLC Shinstine Associates Fischer General Contracting, Inc. Stetz Construction Fredhoes General Electric Swinerton Builders Lake Tapps Construction Unitd. TCM General Construction Landon Construction Group Unimark Construction Lincoln Construction United Pacific Structures Klinge and Assoc. Inc. Matzen Construction 'els? I'lliro • \--). ,.7.,., 1 ( .s,..., . -5- m I cs- .11 1 re 1. ), 0 4 d ''' ()•-- Zi i4 '''‘ iii i >,,,.:3-' L-Li i•• \' ‘k.) -,,,V LO Z ,:_..."•-'7---) P'-'-' ',.2.; "N i "i--- -3- 7 2S,"•••.\;::„... -...- 0 t4 1 ,. ...t.: t. •- • 0 ,,,,,-...., , , ,,,i z -7, . a •-. -i-s. • 1,., - (Th ? ...‹ 0 Es.- c.) • :„.-2„..--, ,< . ,„, '-.' ,,,, ,i c-- • :,,-, P ,...1`.: '',.. 1 k' , '..,i --'''÷ "''. aF, ''.1 7: %.'',, .,,...2,,, ,. ,.7 .,: 47, ‘,%.•-.-. 4 ,..--, • 4 l',.- ,..) 1 ..., ,,,. .,..1 ,••• _".... ---, -., ..,. c.• ..,1 „> .,- i , _, .,....„.„ -,.- , . 4. r•-,,,, `,-) C 1 - -,--,,- ,--, ,,,., ..7:: - ‘•.. -- v, .4' ...7- f, ,,, ..--t., tt ,-,,,,, A ,..., ,.., p rt :-- = a , „..,...,„:„..-1,:,., , .,1 ..1, i ,".4 .., At ,.`,'Z' ...1 4,t,''•,' „.,.... r•S (.44 ,...--'. c-,-,..,--i , \L"_..... ,., --...., '..' et) ‘..4 7--, ',1,-.1 ,.„ , cs. 1 ...)i •./, ..k... ,--, ., '"''' ..„,, . ..X ,-. -Z.,. ..--, t--- , > - 1(‘ 2 _I -,,,, --.,:.1- \J ,/ • .•7,. .-" -:::, 1;1 Lr• '''' C..1 , t c•I'') ,.,., ...?•.•,„, a.,c2) r", \+--' N kt ,- 6;!-.-..n to .g 4 ;5-, (....) gs. .....„ ."--` 1..., r\c'n •,..S\ oo ,,:, ‘,A :::" \a", ':..."), ,..r. v) al, :: r-Z. ' r. 11) ';',, ,k'j, -a In1*', '• -'•j 'S•c t- :"-3 1 ',‘., ID : ;'' i `‘t "••:„. , 'S; to Z •,...; , . - -...., . --- : • ,-) ,.- ---,•-• :, 3-‘,..< t N .•- ") ) ...''': -• .7.1-. T. ' . r- r'''' ‘C2 ' ' "I,: tr,S ' -. --7 ''''." '.,-"-; (--- '2. a. A w r"1 ......S (r., .0- ( ,--1 .„ .•'‘ • ' , ,,•••,. i i ...; •„,....., 3 z,,, ' ' .--i. -1. ' tr. •11 , _t n r ,, ../,‘ t\I ti2 t - , '.?.., -.' N t‘'., n 1,z Ir' c•--? ° i''''. -4 •' ' i-- iN c:-••( q ''.1.-- -:3"i ',1' '-'', 1/4(.:.'" . t..) I i I I . , \ 1 .t . - ---.1 1" 1:::‘,,,.. i 1) \_,„ Z -,', ) \ :•7; S '•.": i ---- ''k.S. ''.-,I ' .4" e.,, C :) . ',7,.. ,ci l'' - ••,!' ,-, 4„.). ..-.1 (--• y ' . ' -'''• '''.:/ '--Lj, ...±— 5.-- ,'—', : '-',, ,'", v, 3 '• L. A al ....s,.:: , ul 1 °,‘J, -a (.,.\ ''- ...::.-.: • •• > , ,,,, `.. 0 4 ':?: Z -1;f: 0-7 "•• i' ,, --:: ,.;,., ‘..t rf, ....s ._ ,-- '- "' c.--2.,1 Q ,\,,.•. ' 0 S='z. <,-. I — 1 , r, .th ) -',/ ..--/ •-•!). .",..; k-,,' CZ '4 -it' ,,, e -- '• 3 i .),L.1 , -, 0 +:. ..., -r ?: 0. -- J .-• t, • :::i 2:: .‘.-1 -,.-,: _I ,.-- :., ,K- • ,.., -s, ‹ :--.-' .._ .. 4 •V .' -ICI- :,...) C-). , „.., .i 4...., ,„ - ,, , • .--- \/ tj ,,, - , ..„- „..., •:-, f,. \s, . .,,. ..,.;, .,,,..? •1-, - _ :„r.,•- 4„, , t-.- •• , ,, s 1 PI , cr.. \\) ...;:, c • . ....A , ..., ,,, t .. ..4 \ , C:. J - , .„..- t.5 -,,,, k9 Ni 1 - '.-. D '' -' CI ----4.,', C Q ..C. ''',) :',/,, ';,-. I •-- ''. • g) , '''. X 3 . . ;,,, )* '-.1 •,...),..>, (',-, -2. ...., ..:,2. , ',,,-;,. 4 -- r‘ ' ,,1 , SEISMIC RETROFIT OF RENTON FIRE STATION 1 1 C01C. 0Nrc APRIL 23, 2009 Will PROJECT MANUAL CITY OF RENTON COMMUNITY SERVICES DEPARTMENT •r FACILITIES DIVISION 1055 SOUTH GRADY WAY RENTON, WASHINGTON 98055 MRP ENGINEERS 7528 134TH AVENUE SE NEWCASTLE, WASHINGTON 98059 425-430-0500 ori WAGNER ARCHITECTS AND PLANNERS 1916 PIKE PLACE # 221 SEATTLE, WASHINGTON 98101 206-448-2528 i• eWl iro SEISMIC RETROFIT OF RENTON FIRE STATION 11 SYNOPSIS OF BIDDING INFO SECTION 00010 PAGE 1 OF 1 SECTION 00010-SYNOPSIS OF BIDDING INFORMATION A. PROJECT: SEISMIC RETROFIT OF RENTON FIRE STATION 11 Renton Fire Station 11 �.. 211 Mill Avenue S Renton,WA 98057 B. OWNER: City of Renton GN" 1055 South Grady Way Renton,WA 98055 wr C. OWNERS REPRESENTATIVE: Dan Maus The Maus Group 2119 98th St SE Everett,WA 98208 Phone(206)714-8900 FAX(866)799-5130 D. STRUCTURAL ENGINEER: MRP Engineers a, 7528 134th Avenue SE Newcastle,WA 98059 Attn: Mark Pierepiekarz, PE Phone(425)430-0500 E. ARCHITECT: Wagner Architects 1916 Pike Place Seattle,WA 98101 Attn:Bob Wagner Phone(206)448-2528 F. BIDS DUE: May 19,2009,2.30 p.m. at City Clerk's Office,Seventh Floor Renton City Hall,Renton,WA. Aro G. ESTIMATED DATE OF NOTICE TO PROCEED: May 5,2009 H. TIME OF CONSTRUCTION: Sixty Three(63)calendar days. irk I. PERFORMANCE BOND&PAYMENT BOND: 100%of contract amount. J. WAGES: Pay state prevailing wages rates. tom ***END OF SECTION*** SEISMIC RETROFIT OF RENTON FIRE STATION 11 m` PROJECT DIRECTORY SECTION 00020 PAGE 1 OF 1 4110 Owners The Maus Group Contact: Tel:206-714-8900 Representative: 2119 98th Street SE Dan Maus fax 866-799-5130 ri• Everett,WA 98208 dmaus@themausgrouo.com Structural MRP Engineers Contact: Tel:425 430 0500 .. Engineers: 7528 134th Avenue SE Mark R. Pierepiekarz, PE, Cell: 206 251 1000 Newcastle,WA 98059 SE fax 425 988 0172 mrD@mroengineering.com IP Architects: Robert Wagner Architects Contacts: Te1:206-448-2528 1916 Pike Place Robert Wagner Fax:206-441-6184 Seattle,WA 98101 Ray Talbot ray@wagnerarchitects.com imp Mechanical: CeGG Engineering Contact: Tel:206-223-6447 2101 9th Ave#215 Goren Hattatoglu Fax:206-223-6465 Seattle,WA 98121 Mob:425-306-2677 r Boren@cegeinc.com Electrical: Atkinson Associates Contact: Tel: 206-281-8122 1936 8th Ave West Larry Atkinson Fax:206-281-9813 g"" Seattle,WA 98119 Mob:206-380-3680 larrylights@netzero.net sot Building DEPEW Contact: Tel: 206-229-7475 Envelope Professional Services Steven Depew, PE Fax:206-260-3076 CDsteved@depewps.com OWNER City of Renton Contact: Tel:425-430-6605 Renton City Hall Peter Renner Fax:425-430-6603 1055 South Grady Way Facilities Director PRenner@ci.renton.wa.us „t, Renton,WA 98057 Fire Department City of Renton Contact: Tel:425-430-7024 Permitting Renton City Hall Cory Thomas w 1055 South Grady Way Fire Marshall . Renton,WA 98057 ,,,i Fire Department City of Renton Contact:. Tel:425 430 7022 User Renton City Hall Bob Van Home Fax:425 430 7044 1055 South Grady Way Deputy Fire Chief Mob: Renton,WA 98057 bvanhorne@ci.renton.wa.us III Building City of Renton Contact: Tel:425 430 7213 Department Renton City Hall Scott Andres sandres@ci.renton.wa.us 1055 South Grady Way Plans Examiner tow Renton,WA 98057 Craig Burnell Tel:425 430 7290 Public Works City of Renton David Christensen Tel:425-430-7212 401 Sanitary Sewer Renton City Hall Wastewater Utility Fax:425-430-7241 1055 South Grady Way Technical Services dchristen(c�ci.renton.wa.0 Renton,WA 98057 Supervisor 1111 PSE Contact: Tel: 206-766-6832 Natural Gas Bette Round VIM Pilchuck Contact: Tel: 206-418-4228 PSE Installer Travis Goodfellow Cell: 206-571-4283 SEISMIC RETROFIT OF RENTON FIRE STATION 11 "u TABLE OF CONTENTS SECTION 00030 tilPAGE 1 OF 3 NUMBER TITLE PAGES no DIVISION 0-BID DOCUMENTS AND CONDITIONS OF CONTRACT Title Page 00010 Synopsis of Bidding Information 1 r.► 00020 Project Directory 1 00030 Table of Contents 3 00050 Call for Bids 1 , „ 00100 Instructions to Bidders 4 00110 Bidders Checklist 1 00130 Mandatory Pre-Bid Conference 1 '"" 00200 Completion Time and Liquidated Damages 1 00250 Asbestos Statement 1 00300 Bid Proposal 3 of 00310 Bid Bond 1 00400 Triple Form: Non-Collusion,Anti-Trust,&Minimum Wage Form 1 00420 Statement of Bidder's Qualifications 3 "+ 00430 Subcontractor List 1 00500 Construction Contract 2 , ,r, 00600 Contract Bond 1 00640 Declaration of Option for Management of Retainage 1 go 00700 General Conditions 30 00800 Special Conditions 3 00810 Special Provisions 7 00820 Insurance Requirements 1 rrw DIVISION 1-GENERAL REQUIREMENTS 01010 Summary of Work 3 01026 Schedule of Values 2 " 01027 Application for Payment 2 01030 Basic Bid and Alternates 1 01036 Change Order and Field Order Procedures 3 ,a 01040 Coordination 3 01070 Abbreviations 2 01200 Project meetings 2 01300 Submittals 2 "" 01310 Construction Schedules 3 01400 Inspections and Tests 2 01500 Construction Facilities 3 ler01600 Product Requirements 3 01631 Substitution Request Form 3 01700 Project Closeout 5 01720 Project Record Documents 2 400 • in SEISMIC RETROFIT OF RENTON FIRE STATION 11 TABLE OF CONTENTS SECTION 00030 PAGE 2 OF 3 NUMBER TITLE PAGES rw PART 2 TECHNICAL SPECIFICATIONS DIVISION 2-SITEWORK wr 02050 Selective Demolition&Site Preparation 3 02250 Trench Safety Systems 1 n, 02730 Sanitary Sewer System 3 o City of Renton Side Sewer Requirements 7 02780 Unit Pavers 2 DIVISION 3 CONCRETE 03300 Cast-in-Place Concrete 6 DIVISION 4 MASONRY 00400 Masonry 3 DIVISION 6 WOOD AND PLASTICS 06100 Rough Carpentry 3 06200 Finish Carpentry 4 DIVISION 7 THERMAL AND MOISTURE PROTECTION 07100 Waterproofing Systems 1 07210 Building Insulation 2 07525 SBS Modified Bitumen Roofing 9 07620 Sheet Metal Flashing and Trim 3 07900 Joint Sealants 6 ii• DIVISION 8 DOORS AND WINDOWS 08110 Steel Doors and Frames 4 08210 Wood Doors 2 08520 Aluminum Windows&Doors 3 08710 Door Hardware 2 08800 Glazing 2 DIVISION 9 FINISHES 09250 Gypsum Wallboard 2 09300 Ceramic Tile 3 09500 Suspended Ceiling Systems 4 09650 Resilient Flooring&Base 2 09680 Carpet 2 09900 Painting 5 DIVISION 10 SPECIALTIES 10162 Toilet Partitions 2 10530 Bidder Designed Awning 2 10800 Toilet Accessories 3 DIVISION 11 EQUIPMENT 0 11452 Appliances 2 SEISMIC RETROFIT OF RENTON FIRE STATION 11 TABLE OF CONTENTS SECTION 00030 PAGE 3 OF 3 NUMBER TITLE PAGES DIVISION 15 MECHANICAL ""' 15050 Basic Materials and Methods 4 15060 Hangers and Supports 5 15080 Mechanical Insulation 8 15140 Plumbing Piping 10 15185 Natural Gas Piping 7 15410 Plumbing Fixtures 4 "' 15810 Ductwork 5 15830 Power Ventilators 4 15850 Air outlets and inlets 3 15900 Controls 5 15950 Testing and Balancing 3 NUMBER TITLE PAGES imp DIVISION 16 ELECTRICAL 16010 Electrical General Requirements 4 16120 Outlet,Junction and Pull Boxes 1 16130 Conductors 1 ` 16140 Wiring Devices and Cover Plates 1 16190 Electrical Supporting Devices 1 16450 Grounding System 1 16510 Light Fixtures 1 16850 Wiring Devices and Cover Plates 1 PART 2 APPENDICES: t APPENDIX A: Asbestos Review 3 — PART 3 DRAWINGS: Drawings Not Attached: "Construction Set April 23,2009" 27 air **"END OF SECTION*** rr • SEISMIC RETROFIT OF RENTON FIRE STATION 11 CALL FOR BIDS SECTION 00050 1105 PAGE 1 OF 1 City of Renton CALL FOR BIDS •� Seismic Retrofit of Renton Fire Station 11 Sealed bids will be received until 2:30 p.m., Tuesday, May 19, 2009 , at the City Clerk's office, 7th floor, and will be opened and publicly read in the fifth floor conference room,#521, of Renton City Hall, 1055 S. Grady Way, Renton,WA 98055, for the Seismic Retrofit of Renton Fire Station 11 Project. The project consists of improvements to Renton Fire Station 11. Structural improvements will be made to the roof structure, requiring replacement of sections of roofing, coping and ceiling. Existing suspended ceilings will be replaced with new. Existing exterior walls will be furred and new insulation installed. Existing interior walls will be modified. An existing kitchen area will be remodeled with new windows and doors to the outside. Bid documents will be available Thursday, April 23, 2009. Plans, addenda, and plan holders list for this project are available on-line through Builders Exchange of Washington, Inc., at http://www/bxwa.com. Click on"bxwa.com"; "Posted Projects"; "Public Works", "City of Renton", "Projects Bidding". (Note: 3 Bidders are encouraged to"Register as a Bidder," in order to receive automatic email notification of future addenda and to be placed on the"Bidders List." Questions about the project shall be addressed to Dan Maus, Project Manager,The Maus Group, phone(206)714-8900,or email at dmaus(a�themausgroup.com A MANDATORY project walk-through will be held at Fire Station 11 at 1:00 pm PST, on Wednesday, May 6, 2009. Meet at the Fire Station. Attendance by bidders is mandatory. Bidders are alerted that this project is partially funded by FEMA and partially funded by the City of Renton, and that all project costs and pay requests must be separated by funding source. Bidders must demonstrate experience with work of similar scope and scale. The City reserves the right to reject any and/or all bids and to waive any and/or all informalities. The City's Fair Practices, Non- Discrimination, and Americans with Disability Act policies shall apply. .,. Bonnie I. Walton, City Clerk Published: Seattle Daily Journal of Commerce Thursday, April 23, 2009 13 Thursday,April 30, 2009 SEISMIC RETROFIT OF RENTON FIRE STATION 11 inn INSTRUCTIONS TO BIDDERS SECTION 00100 PAGE 1 OF 4 PART 1 —GENERAL 1.01 EXPLANATION TO PROSPECTIVE BIDDERS A. Any prospective bidder desiring an explanation or interpretation of the solicitation,drawings,specifications, etc.,must submit a request in writing to the Architect/Engineer(NE)7 calendar days before the bid due date. NM Oral explanations or instructions given before the award of a contract will not be binding. Any information given a prospective bidder concerning a solicitation will be furnished promptly to all other prospective bidders by addendum to the solicitation,if that information is necessary in submitting bids or if the lack of it would be prejudicial to other prospective bidders. 1.02 PREPARATION OF BIDS—CONSTRUCTION A. Bids must be:(1)submitted on the bid proposal forms,or copies of forms,furnished by the Owner or the Owner's agent,and(2)signed in ink. The person signing a bid must initial each change appearing on any bid form. If the bid is made by a corporation,it shall be signed by the corporation's authorized designee. The address of the bidder shall be typed or printed on the bid form in the space provided. rr B. The bid form may require bidders to submit bid prices for one or more items on various bases,including:(1) lump sum base bid;(2)lump sum bid alternate prices;(3)unit prices;or(4)any combination of items(1) through(3)above. C. If the solicitation includes alternate bid items,failure to bid on the alternates may disqualify the bid. If bidding on all items is not required,bidders should insert the words"no bid"in the space provided for any item on rs which no price is submitted. Any unit price not provided shall be considered as no charge for that item. D. Substitute bid proposals will not be considered unless this solicitation authorizes their submission. 1.03 BID GUARANTEE A. A bid guarantee in the amount of 5%of the base bid amount is required. Failure of the bidder to provide bid ,.. guarantee when required shall render the bid non-responsive. B. Acceptable forms of bid guarantee are:Cash,a bid bond or certified check or cashier's check made payable to the City of Renton. air The Owner will return bid guarantees(other than bid bond)to unsuccessful bidders as soon as practicable, but not sooner than the execution of a contract with the successful bidder. The successful bidder's bid guarantee will be returned to the successful bidder with its official notice to proceed with the work of the contract. C. The bidder will allow 45 days from bid opening date for acceptance of its bid by the Owner. ANN The bidder will return to the Owner a signed contract,insurance certificate and bond or bond waiver within 10 days after receipt of the contract. If the apparent successful bidder fails to sign all contractual documents or provide the bond and insurance as required or return the documents within 10 days after receipt of the contract,the Owner may terminate the award of the contract and retain the bidder's bid guarantee. SEISMIC RETROFIT OF RENTON FIRE STATION 11 ""' INSTRUCTIONS TO BIDDERS SECT PAGEION 2 OF00100 4 1.04 ACKNOWLEDGEMENT OF ADDENDA Bidders shall acknowledge receipt of all addenda to this solicitation by identifying the addenda numbers in the space provided for this purpose on the bid proposal form. Failure to do so may result in the bid being declared non- responsive. 1.05 SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK The bidder acknowledges that it has taken steps necessary to ascertain the nature and location of the work,and that it has investigated and satisfied itself as to the general and local conditions which can affect the work or its cost, including but not limited to(1)conditions bearing upon transportation,disposal,handling,and storage of materials;(2) the availability of labor,water,electric power,and road;(3)uncertainties of weather,river stages,tides,or similar physical conditions at the site;(4)the conformation and conditions of the ground;and(5)the character of equipment — and facilities needed preliminary to and during the work. The bidder also acknowledges that it has satisfied itself as to character,quality,and quantity of surface and subsurface materials or obstacles to be encountered insofar as this information is reasonably ascertainable from an inspection of the site,including exploratory work done by the Owner, as well as from the drawings and specifications made a part of this contract. Any failure of the bidder to take the actions described and acknowledged in this paragraph will not relieve the bidder from responsibility for estimating properly the difficulty and cost of successfully performing the work. 1.06 BID AMOUNTS A. The bid price on the bid proposal shall include all labor,material,equipment,overhead and compensation to complete all of the work in the contract. B. The actual cost of building permit(only)and of any public utility hookup fees will be a direct reimbursement to the Contractor or paid directly to the permitting agency by the Owner. Fees for these permits should not be included by the Bidder in the bid amount. 1.07 TAXES •• The bid amounts shall not include Washington State Sales Tax(WSST). All other taxes imposed by law shall be included in the bid amount. The Owner will include WSST in progress payments. The Contractor shall pay the WSST to the Department of Revenue and shall furnish proof of payment to the Owner if requested. 1.08 SUBMISSION OF BIDS A. Bid Proposals must be submitted on or before the time specified in the Advertisement for Bids. 1. The Bidder shall provide names of the Subcontractors with whom the Bidder will subcontract for performance of heating,ventilation and air conditioning(HVAC),plumbing,electrical,and metal building manufacturer and for any Subcontractor receiving more than 20%of the contract amount. amor 2. The Bidder can name itself for the performance of the work. „■, 3. The Bidder shall not list more than one Subcontractor for each category of work identified. 4. Failure of the apparent low Bidder to submit with the bid opening the NAMES of such Subcontractors or to name itself to perform such work shall render the Bidder's bid nonresponsive "" and,therefore,void. B. The Bid Proposal shall be submitted in a sealed envelope addressed to the office specified in the Advertisement for Bids. The envelope shall have printed on the outside: 1. "Seismic Retrofit of Renton Fire Station 11" 2. The name and address of the bidder. SEISMIC RETROFIT OF RENTON FIRE STATION 11 INSTRUCTIONS TO BIDDERS SECTION 00100 PAGE 3 OF 4 3. "Bid Proposal" C. Prior to the bid opening,the Owner's representative will designate the official bid clock. Any part of the bid proposal or bid modification not received prior to the times specified,per the designated bid clock,will not be considered and the bid will be returned to the bidder unopened. "" D. A bid may be withdrawn in person by a bidder's authorized representative before the opening of the bids. Bidder(s)representative will be required to show ID and sign on bid summary sheet before it will be released. E. People with disabilities who wish to request special accommodation,(e.g.,sign language interpreters,Braille, etc.)need to contact the Owner ten(10)working days prior to the scheduled bid opening. 1.9 BID RESULTS After the Bid Opening,Bidders may obtain bid results from the office of the City Clerk. Bid results may also be obtained from the Architect. 1.10 CONTRACT AWARD +� A. The Owner will evaluate bids. B. A bid will be considered responsive if it meets,among other things,the following requirements: 1. It is received at the proper time and place. 1111 2. It meets the stated requirements of the bid proposal if applicable. 3. It is submitted by a contractor which is licensed/registered within the State of Washington at the time of bid opening and which is not banned from bidding by the Department of Labor and Industries. 4. It is accompanied by a bid guarantee. 5. The bidder is qualified to do the work. C. The Owner reserves the right to accept or reject any or all bid proposals and to waive informalities. ,rr D. The apparent low bidder,for purpose of award,shall be the responsive bidder offering the lowest bid price and meeting all other bid submittal requirements. E. The Contract will only become effective when signed by the Owner. Prior to the Owner's signature,any and all costs incurred shall be the sole responsibility of the bidder. rrr 1.12 COMPLETENESS OF DOCUMENTS A. The bidder shall verify that all documents supplied by the Owner and upon which the bidder is basing his bid, are full and complete with no missing pages,sheets,or unintentional blank spaces. Submittal of a bid indicates the bidder has verified he has obtained all Owner-supplied bidding documents. No claim for additional work due to missing bid information will be allowed. low 1.13 SUBSTITUTIONS AND APPROVAL PRIOR TO RECEIPT OF BIDS 110 A. Bids must be based upon the specific articles and materials named in the Contract Documents,or their approved equals and be in accordance with Section 01630,Products and Substitutions. 1.14 CITY OF RENTON BUSINESS LICENSE r. SEISMIC RETROFIT OF RENTON FIRE STATION 11 INSTRUCTIONS TO BIDDERS SECTION 00100 PAGE 4 OF 4 A. Contractor is alerted that a requirement of the work is to obtain a City of Renton Business License and pay city taxes for work within the City. 1.15 QUALIFIATIONS OF BIDDERS A. Prequalification of Bidders is not required in this project. However,the City reserves the right to determine alp that a bidder is not a responsive bidder after evaluating the Statement of Bidder's Qualifications which is required to be submitted as part of the bid. The City must be confident that the apparent low bidder has the construction experience,the financial status and general ability to perform the work. r The City reserves the right to reject any and all bids for any reason,specifically including but not limited to, prejudicial litigation history. ***END OF SECTION*** 110 OW +rr rw1110 use o.. SEISMIC RETROFIT OF RENTON FIRE STATION 11 BIDDER'S CHECK LIST SECTION 00110 1111, PAGE 1 OF 1 BIDDER'S CHECK LIST FORMS Forms which must be submitted with the bid proposal are reproduced on colored paper in this project manual. Copies of the forms are inserted unbound on white paper in the project manual for use in the proposal. These forms shall be completed and submitted in a sealed envelope with"Seismic Retrofit of Renton Fire Station 11",the bidder's name, *0 and the bidder's address and the term"bid proposal,"per Section 00100. ,., (Items 1-5 are to be completed and submitted with the bid) 1. Proposal Do written amounts of the bid proposal agree with amounts shown in figures? Have you certified receipt of addenda? Has the proposal been properly signed? 2. Triple Form: Non-Collusion,Anti-Trust,and Minimum Wage Form? 3. Bid Bond Has Bid Bond or Certified Check been enclosed with your Bid? Is the amount of the bid guarantee at least 5%of the total amount of the Bid? 4. Statement of Bidder's Qualification? 5. List of Subcontractors? gar (Items 6-10 are to be completed after award) egg 6. Declaration of Option for Management of Statutory Retained Percentage 7. Public Works Contract 8. Contract Performance Bond 9. Proof of insurance 10. City Business License **END OF SECTION** art ..r 410 SEISMIC RETROFIT OF RENTON FIRE STATION 11 MANDATORY PRE-BID CONFERENCE SECTION 00130 PAGE 1 OF 1 -. MANDATORY PRE-BID CONFERENCE/SITE INSPECTION It is REQUIRED that all bidders or their representatives attend a MANDATORY pre-bid site conference/inspection which will be held on May 6,2009,at 1:00 pm,pst. Representatives from all interested firms will meet at Fire Station 11,211 Mill Avenue South,Renton. A brief description of the scope of work will be followed by a tour of the project site. '""'END OF SECTION*`* wr 3 r WIN SEISMIC RETROFIT OF RENTON FIRE STATION 11 TIME OF COMPLETION&LIQUIDATED DAMAGES SECTION 00200 PAGE 1 OF 1 rr TIME OF COMPLETION AND LIQUIDATED DAMAGES It is understood and agreed that all work required to complete this project and to achieve the implied intent of the Plans and Specifications pertaining to it,and to achieve substantial completion as defined in the Contract Documents,shall be completed within 90 calendar days from and after the date to be stated in the Notice to Proceed. It is further understood that Final Completion of all work as defined in the Contract including closeout and leaving the site shall be achieved within 19 calendar days after the date of Substantial Completion. .. It is further understood and agreed that the Owner may deduct$100 liquidated damages from payments due or to become due to the Contractor for each calendar day required to achieve Substantial Completion in excess of the 63 total calendar days from the Notice to Proceed. It is further understood that the Owner may deduct$100 for each calendar day that the Contractor has equipment or material on site,or for each day necessary to achieve Final completion,beginning 30 calendar days after receipt of the Final Punch list rr rw ***END OF SECTION*** +r rr ... SEISMIC RETROFIT OF RENTON FIRE STATION 11 ASBESTOS REVIEW SECTION 00250 PAGE 1 OF 1 IMO ASBESTOS REVIEW ,,, The City of Renton commissioned an asbestos review of Fire Station 11,and that review is included as Appendix A to this Project Manual. The review determined that there are no materials containing potentially hazardous levels of asbestos in the Station. "END OF SECTION'*' Olt 111. SEISMIC RETROFIT OF RENTON FIRE STATION 11 BID FORM SECTION 00300 PAGE 1 OF 3 FORM OF PROPOSAL ( BID ) for the Seismic Retrofit of Renton Fire Station 11 211 Mill Avenue South Renton,WA 98057 Bids Due: 2:30 pm, PST,Tuesday, May 19, 2009 To: City Clerk,Room#728 ,., Seventh Floor of City Hall 1055 South Grady Way Renton,WA 98055 The undersigned hereby certifies that they have carefully examined the Contract Documents as defined in the General Conditions and have examined the sites of the work and the locations where said work is to be done,and fully understands the manner in which payment is proposed to be made for the cost thereof,hereby proposes to furnish all materials and to perform all ,.,, labor which may be required to complete said work within the time fixed,and upon the terms and conditions provided in said Contract Documents for consideration of the following amount: A. BASE BID: without sales tax For all work shown in the Contract Documents For Part One: For Seismic Work as Defined in the Specifications: the sum of: $ For Part Two: For all other Work as Defined in the Specifications: the sum of $ Combined Total Base Bid: the sum of part one and part two Grand Total Base Bid: without sales tax $ B. DEDUCTIVE BID ALTERNATES: without sales tax Undersigned proposes to delete the following Alternates,as described in Section 01030,for the following deductions to the Total Base Bid: Alternate One:Deduct the cost for all work in Room 113 $ aft Alternate Two: Deduct the cost for constructing the Computer Counter $ Alternate Three: Deduct the cost for eliminating the new sink and fixtures $ in Room 124 ea Alternate Four: Deduct the cost for the new awning $ Altemate Five: Deduct the cost for new suspended ceilings in Areas B&C $ • roof xhaustf ns Alternate Six: Deduct the cost for replacing the existing oo e a $ SEISMIC RETROFIT OF RENTON FIRE STATION 11 40. BID FORM SECTION 00300 1110 PAGE 2 OF 3 C. CONDITIONS OF PROPOSAL tow 1. Determination of Low Bidder: The owner reserves the right to'Award a Contract'based on the Contractor's Proposal Amounts for Base Bid and any,all,or no Alternates, in whatever manner is in the Owner's best interest. 2. Overhead and Profit: All of the above Bid Prices shall include overhead and profit. MO D. PERIOD OF BID VALIDITY I ACCEPTANCE OF BID 1. BASE BID The undersigned hereby agrees that this BID as described in paragraph"A"shall be a valid and firm offering for the period of sixty(60.)days from closing time for the"Receipt Of Bids." Acceptance of Bid: Within sixty(60)days after the opening of Form Of Proposal,the City will act either to accept the Proposal from the lowest responsive,responsible Bidder,or to reject all Bids. The City reserves the right to request extensions of such Bid acceptance period. The acceptance of a Bid will be evidenced by a written Notice of Intent to Award Contract to the CO Bidder whose Bid is under consideration for acceptance,together with a request to furnish a bond and evidence of insurance to execute the agreement set forth in the Contract Documents,and other designated documents. E. EXECUTION OF CONTRACT If written"Notice of Intent to Award Contract"is mailed,telegraphed,facsimile,or delivered to the undersigned within the"period of Bid Validity"noted above,or any time thereafter before this Bid is withdrawn,the undersigned will,within ten(10)days after the date of such notification,execute a Contract in the form of the Construction Contract, Section 00500, included in the Bidding • Documents. r. F. TIME FOR COMPLETION The undersigned hereby agrees to"FINAL COMPLETION"of all Work outlined in the Contract Documents within 90 calendar days of receiving the Notice To Proceed.. G. LIQUIDATED DAMAGES If the Contractor fails to complete the Work by the FINAL COMPLETION DATE (or such extension of that date which might be granted by the Owner), he agrees to abide by all provisions of the Contract. In addition, Liquidated Damages in the amount of One Hundred Dollars($100.00)will be assessed for each calendar day that the Contractor exceeds the"FINAL COMPLETION DATE, "and One Hundred Dollars($100.00)for each calendar day the Contractor exceeds the limitation on fixing punch list items. SEISMIC RETROFIT OF RENTON FIRE STATION 11 'i BID FORM SECTION 00300 PAGE 3 OF 3 Li H. CONTRACT PERFORMANCE BOND The undersigned hereby agrees to provide a contract performance bond and proof of insurance, .0 and meet all other requirements described in the contract documents. i. ADDENDUM RECEIPT Receipt of the following "ADDENDA"to the CONTRACT DOCUMENTS is acknowledged: Addendum No. Date No Addendum No. Date Addendum No. Date J. EXECUTION OF PROPOSAL Name of Firm No State License Registration No. imu Address City State Zip Code Telephone ( )CO FAX ( ) The undersigned designates the above as the firm and address to which"NOTICE OF CONTRACT AWARD"may be mailed, hand delivered or delivered via facsimile. "., NOTE: If a Bidder is a corporation,write state of incorporation;and if a partnership,give full names and addresses of all partners below: is The undersigned certifies that the above is a firm and valid BID to accomplish all Work and comply with all ON requirements of the Contract Documents. Date Signature Name&Title mu END OF BID FORM e MIS aw ,. SEISMIC RETROFIT OF FIRE STATION 11 BID BOND FORM SECTION 00310 PAGE 1 OF 1 BID BOND FORM Herewith find deposit in the form of a certified check,cashier's check,cash,or bid bond in the amount of ,which amount is not less than five percent of the total bid. Sign here: Know All Men by These Presents: That we, ,as Principal, OW and as Surety,are held and firmly bound until the City of Renton,as Obligee,in the penal sum of Dollars,for the payment of which the Principal and the Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally, by these presents. 1111 The condition of this obligation is such that if the Obligee shall make any award to the Principal for according to the terms of the proposal or bid made by the Principal therefore,and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee;or if the Principal shall, in case of failure to do so,pay and forfeit to the Obligee the penal amount of the deposit specified in the call for bids,then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damages,the amount of this bond. SIGNED,SEALED AND DATED THIS DAY OF , 20 Principal Surety Received return of deposit in the sum of$ ,m SEISMIC RETROFIT OF RENTON FIRE STATION 11 TRIPLE FORM SECTION 00400 PAGE 10F 1 NON-COLLUSION,ANTI-TRUST,AND MINIMUM WAGE FORM as NON-COLLUSION AFFIDAVIT Being duly sworn,deposes and says,that he is the identical person who submitted the forgoing proposal or bid,and that such "' bid is genuine and not sham or collusive or made in the interest or on behalf of any person not therein named,and further,that the deponent has not directly induced or solicited any other Bidder on the foregoing work or equipment to put in a sham bid,or any other person or corporation to refrain from bidding,and that deponent has not in any manner sought by collusion to secure to ,+r. himself or to any other person any advantage over the other Bidder or Bidders. AND CERTIFICATION RE:ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER me Vendor and purchaser recognize that in actual economic practice overcharges resulting from anti-trust violations are in fact usually borne by the purchaser. Therefore,vendor hereby assigns to purchaser any and all claims for such overcharges as to a" goods and materials purchased in connection with this order or contract,except as to overcharges resulting from anti-trust violations commencing after the date of the bid,quotation,or other event establishing the price under this order or contract. In addition,vendor warrants and represents that such of his suppliers and subcontractors shall assign any and all such claims to ,, purchaser,subject to the aforementioned exception. AND MINIMUM WAGE AFFIDAVIT FORM owjo I,the undersigned,having been duly sworn,deposed,say and certify that in connection with the performance of the work of this project, I will pay each classification of laborer,workman,or mechanic employed in the performance of such work;not less than the prevailing rate of wage or not less than the minimum rate of wages as specified in the principal contract:that I have read the above and foregoing statement and certificate,know the contents thereof and the substance as set forth therein is true to my knowledge and belief. i"` FOR: NON-COLLUSION AFFIDAVIT,ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT w Name of Project NM Name of Bidder's Firm MIN Signature of Authorized Representative of Bidder la Subscribed and sworn to before me on this day of ,20 """ Notary Public in and for the State of Washington Residing at: 110 in um SEISMIC RETROFIT OF RENTON FIRE STATION 11 STATEMENT OF BIDDER'S QUALIFICATIONS SECTION 00420 40 PAGE 1 OF 3 STATEMENT OF BIDDER'S QUALIFICATIONS Each Contractor bidding on work included in these Contract Documents shall prepare and submit the following data: 1. Name of Bidder: 2. Business Address: r. 3. How many years have you been engaged in the contracting business under the present firm name? ""' 4.Contracts now in hand. Number of Contracts: Total Gross Amount$ 5.Contracts not completed. Gross Amount$ 6.General character of work performed by firm: ow wii 7. List three projects of a similar nature which have been completed by the Contractor within the last ten years. ( List the client,the year the project was completed,and the gross dollar amount of each project: 3 Gross Dollar Amount Year Project Name,Client Name and Phone Number Completed In $ OS r $ 400 MN $ r. le gm .. SEISMIC RETROFIT OF RENTON FIRE STATION 11 STATEMENT OF BIDDER'S QUALIFICATIONS SECTION 00420 PAGE 2 OF 3 8. List work references and telephone numbers for the last four projects completed. WO .. r. 9. How many general superintendents or other responsible employees in a supervisory position do you have at this time,and how long have they been with the firm? �. 10. Have you changed bonding companies within the last three years? If so,why? 12. Have you ever been sued by the client or have you ever sued the client or been a party to a suit on any public works contract for a special district,municipality,county or state government? Describe the nature of the suit. Disposition of case, if settled: .. Add additional sheets if necessary,or insert additional information. Failure to complete this section in full shall be considered grounds for resection. Provide additional pages if necessary. •r SEISMIC RETROFIT OF RENTON FIRE STATION 11 STATEMENT OF BIDDER'S QUALIFICATIONS SECTION 00420 PAGE3OF3 13. Bank references: 14. State of Washington Registration No.: Nis 15. Federal IRS Identification No.: Company Authorized Signature: Title: ***END OF SECTION*** ifs wr +rw rpt rrr rr 0 srr SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUBCONTRACTOR LIST SECTION 00430 PAGE 1 OF 1 SUBCONTRACTOR LIST LIST THE FOLLOWING SUBCONTRACTORS AND ALL SUBCONTRACTORS AND SUPPLIERS WHO WILL RECEIVE 20% OR MORE OF THE DOLLAR VAULE OF THE CONTRACT NAME OF SUBCONTRACTOR BID ITEM TO BE APPROXIMATE DOLLAR LIC.NUMBER(if a sub does more than one item list in order by sub) WORKED ON PEOWORK TOBE PERFORMED ON THIS ITEM 1 FEMA STRUCTURAL FEMA STRUCTURAL IMPROVEMENTS 2 FEMA ROOF mos 3 MECHANICAL 4 ELECTRICAL 5 6 7 a 9 *Contractor may not change subcontractors without approval of Contracting Authority. r. ***END OF SECTION*** SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONSTRUCTION CONTRACT SECTION 00500 PAGE 1 OF 2 CONSTRUCTION CONTRACT THIS AGREEMENT made and entered into this day of , 2009, by and between hereinafter called the "Contractor," and the City of RENTON, Washington, hereinafter called the "City," WITNESSETH WHEREAS, pursuant to the invitation of the City extended through an official published "Invitation to Bid," the Contractor did, in accordance therewith, file with the City a Proposal containing an offer which was invited by said notice, and WHEREAS, the City has heretofore determined that said offer was the lowest responsible bid submitted; Now, therefore, it is agreed, Section 1. That Contractor shall comply in every way with the requirements of those contract .. documents entitled: CITY OF RENTON SEISMIC RETROFIT TO RENTON FIRE STATION 11 .00 CONSTRUCTION CONTRACT The further terms, conditions and covenants of the contract are set forth in the following contract documents which are hereby made a part of this agreement by actual attachment or by this reference thereto as follows: w a) The Invitation for Bid, as published by the City. b) The plans and specifications prepared for this project by the City and named above by title. c) The bid proposals submitted by the Contractor as to those items and/or alternatives accepted by the City. Any change orders, additions or deletions, if any, issued by the City and approved by the Renton City Council, provided that such Council approval is evidenced on said change order by the signature of the Mayor of the City of Renton. • SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONSTRUCTION CONTRACT SECTION 00500 PAGE 2 OF 2 CONSTRUCTION CONTRACT CONTINUED Section 2. In consideration of faithful compliance with the terms and conditions of this agreement, whether set forth herein or incorporated by reference, the owner shall pay to the Contractor, at the +w times and in the manner provided in said specifications,the total sum of $ which sum is subject, however, to increase or decrease in such proportion as the quantities named in said proposal are so charged, all as in said specifications and proposal provided. IN WITNESS WHEREOF, said Contractor and said City have caused this agreement to be executed on the day and year first above written. so *" Firm Name Contractor Registration No. Name and Title of Person Signing CITY OF RENTON lear By: Mayor City Clerk Approved as to Form: City Attorney or ORIGINALS TO CLERKS OFFICEIFACILITIES OFFICEICONTRATOR ***END OF SECTION*** r.. SEISMIC RETROFIT TO RENTON FIRE STATION 11 tioPERFORMANCE BOND TO THE CITY OF RENTON FORM SECTION 00600 PAGE 1 OF 1 SECTION 00600—PERFORMANCE BOND TO THE CITY OF RENTON FORM AWN KNOW ALL MEN BY THESE PRESENTS: w That we,the undersigned my as principal,and corporation organized and existing under the laws of the State of as a surety „ , corporation,and qualified under the laws of the State of Washington to become surety upon bonds of contractors with municipal corporations,as surety are jointly and severally held and firmly bound to the City of Renton in the penal sum$_ for the payment of which sum on demand we bind ourselves and our successors,heirs,administrators or person representatives,as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington,the Ordinance of the City of Renton. Dated at ,Washington,this day of ,20 Nevertheless,the conditions of the above obligation are such that: WHEREAS,under and pursuant to Public Works Construction Contract CAG- providing for construction ""'' of Project Name the principal is required to furnish a bond for the faithful performance of the contract;and WHEREAS,the principal has accepted,or is about to accept,the contract,the undertake to perform the work therein provided for in the manner and within the time set forth; NOW,THEREFORE, if the principal shall faithfully perform all of the provisions of said contract in the manner and within the time therein set forth,or within such extensions of time as may be granted under said contract,and shall pay all ,,, laborers,mechanics,subcontractors and materialmen,and all persons who shall supply said principal or subcontractors with provisions and supplies for the carrying on of said work,and shall hold said City of Renton harmless from any damage or expense by reason of failure of performance as specified in the contract or from defects appearing or developing in the material or workmanship provided or performed under the contract within a period of one year after the Final Acceptance thereof by the City of Renton,then and in that event this obligation shall be void;but otherwise it shall be and remain in full force and effect. Principal Surety "" Signature Surety's Address Name and Title Agent's Signature Agent's Name and Title • phone Agent's number wie "'END OF SECTION"" vP SEISMIC RETROFIT OF RENTON FIRE STATION 11 DECLARATION OF OPTION FOR MANAGEMENT OF RETAINAGE SECTION 00640 ' PAGE 1 OF 1 DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE '"' Note: This form must be submitted at the time the Contractor executes the contract. Contractor shall designate the option desired by checking the appropriate space. Monies reserved under provisions of RCW 60.28 shall, at the option of the Contractor, be: (1) Retained in a fund by the Owner. (2) Deposited by the Owner in an interest-bearing account in a bank, mutual savings bank or savings and loan association. * (3) Placed in escrow with a bank or trust company by the Owner. When the monies reserved are to be placed in escrow, the Owner will issue a check representing the sum of the monies reserved payable to the bank or trust company and the Contractor jointly. Such check shall be converted into bonds and securities chosen by the Contractor and approved by the Owner and the bonds and securities held in escrow. The Contractor in choosing option (2) or (3) agrees to assume full responsibility to pay all costs which may accrue from escrow services, brokerage charges or both, and further agrees +.. to assume all risks in connection with the investment of the retained percentages in securities. mio Contractor Signature Date *For the convenience of those Contractors choosing option (3), a City approved Form of Escrow Agreement is available upon request. The Contractor is not required to use this Escrow Agreement form, however, alternative forms will need to be approved prior to execution by the City. END OF SECTION*** 40+ • 2/8/2009 12:42 PM u,,,. SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 1 OF 30 0 Part Paqe 5.12 Layout of Work 16 5.13 Material and Equipment 16 me PART 1 GENERAL PROVISIONS 5.14 Availability and Use of Utility 1.01 Definitions 2 Services 17 1.02 Order of Precedence 3 5.15 Tests and Inspection 17 M,, 1.03 Execution and Intent 4 5.16 Correction of Nonconforming Work 18 5.17 Clean Up 19 PART 2 INSURANCE AND BONDS 5.18 Access to Work 19 2.01 Contractor's Liability Insurance 4 5.19 Other Contracts 19 I" 2.02 Coverage Limits 5 5.20 Subcontractors and Suppliers 19 2.03 Insurance Coverage Certificates 5 5.21 Warranty of Construction 20 2.04 Payment and Performance Bonds 5 5.22 Indemnification 20 wr 2.05 Additional Bond Security 5 2.06 Builder's Risk 5 PART 6 PAYMENTS AND COMPLETION 6.01 Contract Sum 21 .w PART 3 TIME AND SCHEDULE 6.02 Schedule of Values 21 3.01 Progress and Completion 6 6.03 Application for Payment 21 3.02 Construction Schedule 6 6.04 Progress Payments 22 3.03 Owner's Right to Suspend the Work 6.05 Payments Withheld 22 14, for Convenience 6 6.06 Retainage and Bond Claim Rights 22 3.04 Owner's Right to Stop the Work for Cause 7 6.07 Substantial Completion 22 3.05 Delay 7 6.08 Prior Occupancy 23 j„�, 3.06 Notice to Owner of Labor Disputes 8 6.09 Final Completion,Acceptance, 3.07 Damages for Failure to Achieve and Payment 23 Timely Completion 8 PART 7 CHANGES . PART 4 SPECIFICATIONS,DRAWINGS,AND OTHER 7.01 Changes in the Work 23 DOCUMENTS 7.02 Change in the Contract Sum 24 4.01 Discrepancies and Contract 7.03 Change in the Contract Time 29 Ni. Document Review 9 4.02 Project Record 9 PART 8 CLAIMS AND DISPUTE RESOLUTION 4.03 Shop Drawings 9 8.01 Claims Procedure 31 4.04 Organization of Specifications 10 8.02 Arbitration 32 Ai 4.05 Ownership and Use of Drawings, Specifications, 8.03 Claims Audits 32 and Documents 10 PART 9 TERMINATION OF THE WORK "" PART 5 PERFORMANCE 9.01 Termination by Owner for Cause 34 5.01 Contractor Control and Supervision 11 9.02 Termination by Owner for 5.02 Permits,Fees and Notices 12 Convenience 35 .. 5.03 Patents and Royalties 12 5.04 Prevailing Wages 12 PART 10 MISCELLANEOUS PROVISIONS 5.05 Hours of Labor 13 10.01 Goveming Law 35 5.06 Nondiscrimination 13 10.02 Successors and Assigns 35 00 5.07 Safety Precautions 13 10.03 Meaning of Words 35 5.08 Operations,Material Handling,and Storage Areas 10.04 Rights and Remedies 36 15 10.05 Contractor Registration 36 ogi 5.09 Prior Notice of Excavation 16 10.06 Time Computations 36 5.10 Unforeseen Physical Conditions 16 10.07 Records Retention 36 • 5.11 Protection of Existing Structures,Equipment, 10.08 Third-Party Agreements 36 Vegetation,Utilities,and Improvements 10.09 Antitrust Assignment 36 16 PART 1 -GENERAL PROVISIONS Part Page 1.01 DEFINITIONS NW Ili ell SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 2 OF 30 J. "Drawings"are the graphic and pictorial portions of the A. "Application for Payment"means a written request Contract Documents showing the design,location,and submitted by Contractor to NE for payment of Work dimensions of the Work,and may include plans, completed in accordance with the Contract elevations,sections,details,schedules,and diagrams. Documents and approved Schedule of Values, supported by such substantiating data as Owner or K. "Final Acceptance"means the written acceptance NE may require. issued to Contractor by Owner after Contractor has completed the requirements of the Contract B. "Architect,""Engineer,"or"NE"means a person or Documents. entity lawfully entitled to practice architecture or engineering,representing Owner within the limits of its L. "Final Completion"means that the Work is fully and delegated authority. finally completed in accordance with the Contract Documents. C. "Change Order"means a written instrument signed by Owner and Contractor stating their agreement upon all M. "Force Majeure"means those acts entitling Contractor ",,," of the following: (1)a change in the Work;(2)the to request an equitable adjustment in the Contract amount of the adjustment in the Contract Sum,if any, Time,as more fully set forth in paragraph 3.05A. and(3)the extent of the adjustment in the Contract Time,if any. N. "Notice"means a written notice which has been `"" delivered in person to the individual or a member of D. "Claim"means Contractor's exclusive remedy for the firm or entity or to an officer of the corporation for resolving disputes with Owner regarding the terms of which it was intended or,if delivered or sent by iw" a Change Order or a request for equitable adjustment, registered or certified mail,to the last business as more fully set forth in part 8. address known to the party giving notice. fill E. "Contract Award Amount"is the sum of the Base Bid 0. "Notice to Proceed"means a notice from Owner to and any accepted Alternates. The Owner shall pay Contractor that defines the date on which the Contract WA State sales tax in addition to this amount. Time begins to run. °4" F. "Contract Documents"means the Advertisement for P. "Owner"means the City of Renton or its authorized Bids, Instructions for Bidders,completed Form of representative with the authority to enter into, Proposal,General Conditions,Supplemental administer,and/or terminate the Work in accordance ,. Conditions,Public Works Contract,other Special with the Contract Documents and make related Forms,Drawings and Specifications,and all addenda determinations and findings. and modifications thereof. The Contract Documents include all documents described in The Table of O. "Person"means a corporation,partnership,business `a" Contents of the Project Manual,except for those association of any kind,trust,company,or individual. documents specifically excluded from being part of the Contract Documents. R. "Prior Occupancy"means Owner's use of all or parts of ".. the Project before Substantial Completion. G. "Contract Sum"is the total amount payable by Owner to Contractor for performance of the Work in accordance S. "Progress Schedule"means a schedule of the Work,in a with the Contract Documents. form satisfactory to Owner,as further set forth in section 3.02. H. "Contract Time"is the number of calendar days allotted in the Contract Documents for achieving T. "Project"means the total construction of which the Work Substantial Completion of the Work. performed in accordance with the Contract Documents may be the whole or a part and which may include I. "Contractor"means the person or entity who has construction by Owner or by separate contractors. 110 agreed with Owner to perform the Work in accordance with the Contract Documents. U. "Project Manual"means the volume usually assembled for the Work which may include the bidding so SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 3 OF 30 requirements,sample forms,and other Contract 4. General Conditions,section 00700 Documents. 5. Project Manual--provisions in Division 1 shall take "` precedence over subsequent divisions. V. "Project Record"means the separate set of Drawings 6. Drawings—in case of conflict within the Drawings, and Specifications as further set forth in paragraph large scale drawings shall take precedence over .. 4.02A. small scale drawings. 7. Technical Specifications W. "Schedule of Values"means a written breakdown 8. City of Renton Standard Specifications allocating the total Contract Sum to each principle so category of Work,in such detail as requested by Owner. B.Addendum issued prior to bid supercede those For Unit Price contracts,the value of each bid item shall portions of the contract documents. be as defined in the bid proposal. "'"" C. It is mutually agreed and understood X. "Specifications"are that portion of the Contract between the Owner and the Contractor Documents consisting of the written requirements for that if any instance of contradiction ,o materials,equipment,construction systems,standards between different section of the contract and workmanship for the Work,and performance of documents,including drawings of different related services. scale,or between drawings and specifications,or between sections of the '"W Y. "Subcontract"means a contract entered into by project manual,the more stringent Subcontractor for the purpose of obtaining supplies, requirements shall be interpreted as materials,equipment,or services of any kind for or in being in the Contract Sum. sr connection with the Work. 1.03 EXECUTION AND INTENT 3 Z. "Subcontractor"means any person,other than Contractor,who agrees to fumish or furnishes any Contractor makes the following representations to Owner: supplies,materials,equipment,or services of any kind in connection with the Work. 1. The Contract Sum is reasonable compensation for the Work and the Contract Time is adequate for the os AA. "Substantial Completion"means that stage in the performance of the Work,as represented by the progress of the Work where Owner has full and Contract Documents; unrestricted use and benefit of the facilities for the ,ro purposes intended,as more fully set forth in section 2. Contractor has carefully reviewed the Contract 6.07. Documents,visited and examined the Project site, • become familiar with the local conditions in which the AB. "Work"means the construction and services required by Work is to be performed,and satisfied itself as to the s` the Contract Documents,and includes,but is not limited nature,location,character,quality and quantity of the to,labor,materials,supplies,equipment,services, Work,the labor,materials,equipment,goods,supplies, permits,and the manufacture and fabrication of work,services and other items to be furnished and all esi components,performed,furnished,or provided in other requirements of the Contract Documents,as well accordance with the Contract Documents. as the surface and subsurface conditions and other matters that may be encountered at the Project site or OM1.02 ORDER OF PRECEDENCE affect performance of the Work or the cost or difficulty thereof; A. Any conflict or inconsistency in the Contract Documents shall be resolved by giving the 3. Contractor is financially solvent,able to pay its debts as "" documents precedence in the following they mature,and possesses sufficient working capital to order. complete the Work and perform Contractor's obligations required by the Contract Documents;and • 1. Signed Public Works Contract,including any Change Orders,and any Special Forms. 4. Contractor is able to furnish the plant,tools,materials, 2. Special Conditions,Section 00800 supplies,equipment and labor required to complete the 3. Special Provisions,Section 00810 Work and perform the obligations required by the ..� SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 4 OF 30 Contract Documents and has sufficient experience and Documents,and all insurance certificates shall evidence competence to do so. the Owner a primary noncontributory insured. awr PART 2-INSURANCE AND BONDS 2.02 COVERAGE LIMITS ,.� 2.01 CONTRACTOR'S LIABILITY INSURANCE The coverage limits shall be as follows: Prior to commencement of the Work,Contractor shall obtain all A. Limits of Liability shall not be less than$1,000,000 the insurance required by the Contract Documents and provide Combined Single Limit for Bodily Injury and Property evidence satisfactory to Owner that such insurance has been Damage(other than Automobile liability)Each procured.Review of the Contractor's insurance by Owner shall Occurrence;Personal Injury and Advertising Liability not relieve or decrease the liability of Contractor. Companies Each Occurrence. "• writing the insurance to be obtained by this part shall be licensed to do business under Chapter 48 RCW or comply with B. $2,000,000 Combined Single Limit Annual General the Surplus Lines Law of the State of Washington.Contractor Aggregate. ,,,, shall include in its bid the cost of all insurance and bond costs required to complete the base bid work and accepted alternates. C. $2,000,000 Annual Aggregate for Products and Insurance carriers providing insurance in accordance with the Completed Operations Liability. Contract Documents shall be acceptable to Owner,and its A.B. Best rating shall be indicated on the insurance certificates. D. $1,000,000 Combined Single Limit for Automobile Bodily Injury and Property Damage Liability,Each Accident or A. Contractor shall maintain the following insurance Loss. r•• coverage during the Work and for one year after Final Acceptance. Contractor shall also maintain the following 2.03 INSURANCE COVERAGE CERTIFICATES insurance coverage during the performance of any corrective Work required by section 5.17. A. Prior to commencement of the Work,Contractor shall furnish to Owner a completed certificate of insurance 1. General liability on the ISO 1986 New Occurrence coverage. Form or its equivalent which will include: "r' B. All insurance certificates shall name Owner's Project a. Completed operations/products liability; number and Project title. b. Explosion,collapse,and underground;and C. All insurance certificates shall specifically require 45 days prior notice to Owner of cancellation or any material c. Employer's liability coverage. change,except 30 days for surplus line insurance. rr 2. Automobile liability 2.04 PAYMENT AND PERFORMANCE BONDS B. Contractor shall comply with the Washington State Payment and performance bonds for 100%of the Contract Sum .OP Industrial Insurance Act and,if applicable,the Federal shall be fumished for the Work,and shall be in a form Longshoremen's and Harbor Workers'Act and the Jones acceptable to the Owner. Act. 2.05 ADDITIONAL BOND SECURITY C. All insurance coverages shall protect against claims for damages for personal and bodily injury or death,as well Contractor shall promptly furnish additional security required to as claims for property damage,which may arise from protect Owner and persons supplying labor or materials required leg operations in connection with the Work whether such by the Contract Documents if: operations are by Contractor or any Subcontractor. A. Owner has a reasonable objection to the 1111 D. All insurance coverages shall be endorsed to include surety;or Owner as a primary noncontributory named insured for Work performed in accordance with the Contract B. Any surety fails to furnish reports on its financial condition if requested by Owner. ASO •• SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 5 OF 30 Contractor plans to start and finish major portions of the 2.06 BUILDER'S RISK Work,including dates for shop drawings and other submittals,and for acquiring materials and equipment. A. Contractor shall purchase and maintain property insurance in the amount of the Contract Sum including B. Unless otherwise provided in Division 1, ... all Change Orders for the Work on a replacement cost The Progress Schedule shall be in the form of a bar basis until Final Completion.The insurance shall cover chart,or a critical path method analysis,as specified by the interest of Owner,Contractor,and any Owner.The preliminary Progress Schedule may be Subcontractors,as their interests may appear. general,showing the major portions of the Work,with a more detailed Progress Schedule submitted as directed B. Contractor property insurance shall be placed on an"all by Owner. risk"basis and insure against the perils of fire and """ extended coverage and physical loss or damage C. Owner shall return comments on the preliminary including theft,vandalism,malicious mischief,collapse, Progress Schedule to Contractor within 7 days of receipt. false work,temporary buildings,debris removal including Review by Owner of Contractor's schedule does not ws demolition occasioned by enforcement of any applicable constitute an approval or acceptance of Contractor's legal requirements,and shall cover reasonable construction means,methods,or sequencing,or its compensation for A/E's services and expenses required ability to complete the Work within the Contract Time. as a result of an insured loss. Contractor shall revise and resubmit its schedule,as necessary. Owner may withhold a portion of progress C. Owner and Contractor waive all subrogation rights payments until a Progress Schedule has been submitted against each other,any Subcontractors,NE,A/E's which meets the requirements of this section. subconsultants,separate contractors described in section 5.20,if any,and any of their subcontractors,for D. Contractor shall utilize and comply with the Progress damages caused by fire or other perils to the extent Schedule.On a monthly basis,or as otherwise directed covered by property insurance obtained pursuant to this by Owner,Contractor shall submit an updated Progress section or other property insurance applicable to the Schedule at its own expense to Owner indicating actual Work,except such rights as they have to proceeds of progress. If,in the opinion of Owner,Contractor is not in such insurance held by Owner as fiduciary.The policies conformance with the Progress Schedule for reasons shall provide such waivers of subrogation by other than acts of Force Majeure as identified in section endorsement or otherwise.A waiver of subrogation shall 3.05,Contractor shall take such steps as are necessary be effective to a person or entity even though that to bring the actual completion dates of its work activities wrrr► person or entity would otherwise have a duty of into conformance with the Progress Schedule,or revise indemnification,contractual or otherwise,did not pay the the Progress Schedule to reconcile with the actual insurance premium directly or indirectly,and whether or progress of the Work. This provision shall not be not the person or entity had an insurable interest in the construed to alter the completion date required by the property damaged. contract. PART 3 -TIME AND SCHEDULE E. Contractor shall promptly notify Owner in writing of any .r actual or anticipated event which is delaying or could 3.01 PROGRESS AND COMPLETION delay achievement of any milestone or performance of any critical path activity of the Work.Contractor shall ,., Contractor shall diligently prosecute the Work,with adequate indicate the expected duration of the delay,the forces,achieve Substantial Completion within the specified anticipated effect of the delay on the Progress Schedule, Time,and achieve Final Completion within the Contract Time. and the action being or to be taken to correct the problem. Provision of such notice does not relieve 3.02 CONSTRUCTION SCHEDULE Contractor of its obligation to complete the Work within the Contract Time. A. Unless otherwise provided in Division 1,Contractor shall, • within 14 days after issuance of the Notice to Proceed, 3.03 OWNER'S RIGHT TO SUSPEND THE WORK FOR submit a preliminary Progress Schedule. The Progress CONVENIENCE Schedule shall show the sequence in which Contractor proposes to perform the Work,and the dates on which war SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 6 OF 30 • • A. Owner may,at its sole discretion,order Contractor,in ("Force Majeure). Acts of Force Majeure include,but writing,to suspend all or any part of the Work for up to are not limited to: mar 90 days,or for such longer period as mutually agreed. 1. Acts of God or the public enemy; B. Upon receipt of a written notice suspending the Work, �• Contractor shall immediately comply with its terms and 2. Acts or omissions of any government entity; take all reasonable steps to minimize the incurrence of cost of performance directly attributable to such 3. Fire or other casualty for which Contractor is not suspension. Within a period up to 90 days after the responsible; notice is delivered to Contractor,or within any extension of that period to which the parties shall have agreed, 4. Quarantine or epidemic; Owner shall either: 5. Strike or defensive lockout; 1. Cancel the written notice suspending the Work;or 6. Unusually severe weather,in excess of weather �... 2. Terminate the Work covered by the notice as conditions experienced within the area any time in the provided in the termination provisions of part 9. preceding ten years: C. If a written notice suspending the Work is cancelled or a. Monthly rainfall in excess of the highest .. the period of the notice or any extension thereof expires, monthly rainfall experienced for the same month. Contractor shall resume Work. b. Annual rainfall in excess of the highest annual rainfall experienced. D. Contractor shall be entitled to an equitable adjustment in c. Monthly snowfall in excess of the highest monthly the Contract Time,or Contract snowfall experienced for the same month. Sum,or both,for increases in the time or d. Annual snowfall in excess of the highest annual cost of performance directly attributable to snowfall experienced. such suspension,provided Contractor e. Average low temperatures for the winter months, complies with all requirements set forth in lower than the lowest average temperatures part 7. experienced. imp 3.04 OWNER'S RIGHT TO STOP THE WORK FOR CAUSE 7. Unusual delay in receipt of supplies or products which were ordered and expedited and for A. If Contractor fails or refuses to perform its obligations in which no substitute reasonably acceptable to accordance with the Contract Documents,Owner may Owner was available. order Contractor,in writing,to stop the Work,or any portion thereof,until satisfactory corrective action has B. Contractor shall be entitled to an equitable adjustment in .r. been taken. the Contract Time for changes in the time of performance directly attributable to an act of Force B. Contractor shall not be entitled to an equitable Majeure,provided it makes a request for equitable "" adjustment in the Contract Time or Contract Sum for any adjustment according to section 7.03. Contractor shall increased cost or time of performance attributable to not be entitled to an adjustment in the Contract Sum Contractor's failure or refusal to perform or from any resulting from an act of Force Majeure. ,w reasonable remedial action taken by Owner based upon such failure. C. Contractor shall be entitled to an equitable adjustment in Contract Time,and may be entitled to an equitable 3.05 DELAY adjustment in Contract Sum,if the cost or time of Contractor's performance is changed due to the fault or A. Any delay in or failure of performance by Owner or negligence of Owner,provided the Contractor makes a Contractor,other than the payment of money,shall not request according to sections 7.02 and 7.03. 111 constitute a default hereunder if and to the extent the cause for such delay or failure of performance was D. Contractor shall not be entitled to an adjustment in unforeseeable and beyond the control of the party Contract Time or in the Contract Sum for any delay or failure of performance to the extent such delay or failure — SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 10 PAGE 7 OF 30 was caused by Contractor or anyone for whose acts Owner because of the impracticability and extreme Contractor is responsible. difficulty of fixing and ascertaining the actual - damages the Owner would in such event sustain. E. To the extent any delay or failure of performance was This amount shall be construed as the actual concurrently caused by the Owner and Contractor, amount of damages sustained by the Owner,and r„ Contractor shall be entitled to an adjustment in the may be retained by the Owner and deducted from Contract Time for that portion of the delay or failure of periodic payments to the Contractor. performance that was concurrently caused,provided it makes a request for equitable adjustment according to 3. Assessment of liquidated damages shall not release arr section 7.03,but shall not be entitled to an adjustment in Contractor from any further obligations or liabilities Contract Sum. pursuant to the Contract Documents. `. F. Contractor shall make all reasonable efforts to prevent B. Actual Damages and mitigate the effects of any delay,whether occasioned by an act of Force Majeure or otherwise. Actual damages will also be assessed for failure to iii. achieve Final Completion within the time provided. 3.06 NOTICE TO OWNER OF LABOR DISPUTES Actual damages will be calculated on the basis of direct architectural,administrative,and other related costs A. If Contractor has knowledge that any actual or potential attributable to the Project from the date when Final • " labor dispute is delaying or threatens to delay timely Completion should have been achieved. Owner may performance in accordance with the Contract offset these costs against any payment due Contractor. Documents,Contractor shall immediately give notice, +wr including all relevant information,to Owner. (3 B. Contractor agrees to insert a provision in its Subcontracts and to require insertion in all sub- subcontracts,that in the event timely performance of any such contract is delayed or threatened by delay by any actual or potential labor dispute,the Subcontractor or ""' Sub-subcontractor shall immediately notify the next higher tier Subcontractor or Contractor,as the case may be,of all relevant information concerning the dispute. arr 3.07 DAMAGES FOR FAILURE TO ACHIEVE TIMELY COMPLETION arr A. Liquidated Damages 1. Timely performance and completion of the Work is — essential to Owner and time limits stated in the Contract Documents are of the essence.Owner will incur serious and substantial damages if Final VW Completion of the Work does not occur within the Contract Time. However,it would be difficult if not impossible to determine the exact amount of such damages. Consequently,provisions for liquidated a'" damages are included in the Contract Documents. 2. The liquidated damage amounts set forth in the • Contract Documents will be assessed not as a penalty,but as liquidated damages for breach of the Contract Documents. This amount is fixed and agreed upon by and between the Contractor and INF amp ".. SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 8 OF 30 PART 4- SPECIFICATIONS,DRAWINGS,AND OTHER including depths of foundations,horizontal and vertical DOCUMENTS locations of internal and underground utilities and "" appurtenances referenced to permanent visible and 4.01 DISCREPANCIES AND CONTRACT DOCUMENT accessible surface improvements,field changes of REVIEW dimensions and details,actual suppliers,manufacturers POO and trade names,models of installed equipment,and A. The intent of the Specifications and Drawings is to Change Order proposals.This separate set of Drawings describe a complete Project to be constructed in and Specifications shall be the Project Record." accordance with the Contract Documents. Contractor shall furnish all labor,materials,equipment,tools, B. The Project Record shall be maintained on the project transportation,permits,and supplies,and perform the site throughout the construction and shall be clearly Work required in accordance with the Drawings, labeled"PROJECT RECORD." The Project Record shall ... Specifications,and other provisions of the Contract be updated at least weekly noting all changes and shall Documents. be available to Owner at all times. ,r,, B. The Contract Documents are complementary. What is C. Contractor shall submit the completed and finalized required by one part of the Contract Documents shall be Project Record to NE prior to Final Acceptance. binding as if required by all. Anything mentioned in the Specifications and not shown on the Drawings,or shown 4.03 SHOP DRAWINGS on the Drawings and not mentioned in the Specifications, shall be of like effect as if shown or mentioned in both. A. "Shop Drawings"means documents and other information required to be submitted to NE by C. Contractor shall carefully study and compare the Contractor pursuant to the Contract Documents,showing Contract Documents with each other and with in detail:the proposed fabrication and assembly of information furnished by Owner. If,during the structural elements;and the installation(i.e.form,fit,and performance of the Work,Contractor finds a conflict, attachment details)of materials and equipment. Shop error,inconsistency,or omission in the Contract Drawings include,but are not limited to,drawings, Documents,it shall promptly and before proceeding with diagrams,layouts,schematics,descriptive literature, the Work affected thereby,report such conflict,error, illustrations,schedules,performance and test data, "" inconsistency,or omission to NE in writing. samples,and similar materials furnished by Contractor to explain in detail specific portions of the Work required by D. Contractor shall do no Work without applicable the Contract Documents. For materials and equipment ,,,,, Drawings,Specifications,or written modifications,or to be incorporated into the Work,Contractor submittal Shop Drawings where required,unless instructed to do shall include the name of the manufacturer,the model so in writing by Owner. If Contractor performs any number,and other information concerning the construction activity,and it knows or reasonably should performance,capacity,nature,and rating of the item. WIN have known that any of the Contract Documents contain When directed,Contractor shall submit all samples at its a conflict,error,inconsistency,or omission,Contractor own expense. Owner may duplicate,use,and disclose shall be responsible for the performance and shall bear Shop Drawings provided in accordance with the Contract .M the cost for its correction. Documents. E. Contractor shall provide any work or materials the B. Contractor shall coordinate all Shop Drawings,and provision of which is clearly implied and is within the review them for accuracy,completeness,and scope of the Contract Documents even if the Contract compliance with the Contract Documents and shall Documents do not mention them specifically. indicate its approval thereon as evidence of such coordination and review.Where required by law,Shop F. Questions regarding interpretation of the requirements of Drawings shall be stamped by an appropriate the Contract Documents shall be referred to the NE. professional licensed by the state of Washington. Shop Drawings submitted to AIE without evidence of 410 4.02 PROJECT RECORD Contractor's approval shall be returned for resubmission. Contractor shall review,approve,and submit Shop A. Contractor shall legibly mark in ink on a separate set of Drawings with reasonable promptness and in such +.. the Drawings and Specifications all actual construction, sequence as to cause no delay in the Work or in the .. SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 9 OF 30 activities of Owner or separate contractors.Contractor's 4.05 OWNERSHIP AND USE OF DRAWINGS, submittal schedule shall allow a reasonable time for NE SPECIFICATIONS,AND OTHER DOCUMENTS — review. NE will review,approve,or take other appropriate action on the Shop Drawings.Contractor A. The Drawings,Specifications,and other documents shall perform no portion of the Work requiring submittal prepared by NE are instruments of NE's service through �•. and review of Shop Drawings until the respective which the Work to be executed by Contractor is submittal has been reviewed and the NE has approved described.Neither Contractor nor any Subcontractor or taken other appropriate action. Owner and NE shall shall own or daim a copyright in the Drawings, respond to Shop Drawing submittals with reasonable Specifications,and other documents prepared by NE, MIN promptness. Any Work by Contractor shall be in and NE shall be deemed the author of them and will, accordance with reviewed Shop Drawings. Submittals along with any rights of Owner,retain all common law, made by Contractor which are not required by the statutory,and other reserved rights,in addition to the Contract Documents may be returned without action. copyright. All copies of these documents,except Contractor's set,shall be returned or suitably accounted C. Approval,or other appropriate action with regard to Shop for to NE,on request,upon completion of the Work. ■r Drawings,by Owner or NE shall not relieve Contractor of responsibility for any errors or omissions in such Shop B. The Drawings,Specifications,and other documents Drawings,nor from responsibility for compliance with the prepared by the NE,and copies thereof furnished to requirements of the Contract Documents. Unless Contractor,are for use solely with respect to this Project. ww specified in the Contract Documents,review by Owner or They are not to be used by Contractor or any NE shall not constitute an approval of the safety Subcontractor on other projects or for additions to this precautions employed by Contractor during construction, Project outside the scope of the Work without the tar or constitute an approval of Contractor's means or specific written consent of Owner and NE. Contractor 1111 methods of construction. If Contractor fails to obtain and Subcontractors are granted a limited license to use approval before installation,and the item or work is and reproduce applicable portions of the Drawings, subsequently rejected,Contractor shall be responsible Specifications,and other documents prepared by NE for all costs of correction. appropriate to and for use in the execution of their Work. D. If Shop Drawings show variations from the requirements C. Contractor and all Subcontractors grant a non-exclusive — of the Contract Documents,Contractor shall describe license to Owner,without additional cost or royalty,to such variations in writing,separate from the Shop use for its own purposes(including reproduction)all Drawings,at the time it submits the Shop Drawings Shop Drawings,together with the information and rr containing such variations. If NE approves any such diagrams contained therein,prepared by Contractor or variation,an appropriate Change Order will be issued. If any Subcontractor. In providing Shop Drawings, the variation is minor and does not involve an adjustment Contractor and all Subcontractors warrant that they have in the Contract Sum or Contract Time,a Change Order authority to grant to Owner a license to use the Shop tirr need not be issued;however,the modification shall be Drawings,and that such license is not in violation of any recorded upon the Project Record. copyright or other intellectual property right. Contractor agrees to defend and indemnify Owner pursuant to the E. Unless otherwise provided in Division I,Contractor shall indemnity provisions in section 5.23 from any violations submit to NE for approval 5 copies of all Shop Drawings. of copyright or other intellectual property rights arising Unless otherwise indicated,3 sets of all Shop Drawings out of Owner's use of the Shop Drawings hereunder,or shall be retained by NE and 2 sets shall be returned to to secure for Owner,at Contractor's own cost,licenses in Contractor. conformity with this section. 4.04 ORGANIZATION OF SPECIFICATIONS D. The Shop Drawings and other submittals prepared by Contractor,Subcontractors of any her,or its or their Specifications are prepared in sections which conform generally equipment or material suppliers,and copies thereof .with trade practices. These sections are for Owner and furnished to Contractor,are for use solely with respect to Contractor convenience and shall not control Contractor in this Project. They are not to be used by Contractor or dividing the Work among the Subcontractors or in establishing any Subcontractor of any tier,or material or equipment the extent of the Work to be performed by any trade. supplier,on other projects or for additions to this Project outside the scope of the Work without the specific written .r. INN SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 10 OF 30 consent of Owner. The Contractor,Subcontractors of any tier,and material or equipment suppliers are granted A. Unless otherwise provided in the Contract Documents, a limited license to use and reproduce applicable Contractor shall pay for and obtain all permits,licenses, portions of the Shop Drawings and other submittals and inspections necessary for proper execution and appropriate to and for use in the execution of their Work completion of the Work. Prior to Final Acceptance,the .r, under the Contract Documents. approved,signed permits shall be delivered to Owner. PART 5-PERFORMANCE B. Contractor shall comply with and give notices required by all federal,state,and local laws,ordinances,rules, .. 5.01 CONTRACTOR CONTROL AND SUPERVISION regulations,and lawful orders of public authorities applicable to performance of the Work. A. Contractor shall supervise and direct the Work,using its .r. best skill and attention,and shall perform the Work in a 5.03 PATENTS AND ROYALTIES skillful manner. Contractor shall be solely responsible for and have control over construction means,methods, Contractor is responsible for,and shall pay,all royalties and techniques,sequences,and procedures and for license fees.Contractor shall defend,indemnify,and hold coordinating all portions of the Work,unless the Contract Owner harmless from any costs,expenses,and liabilities arising Documents give other specific instructions concerning out of the infringement by Contractor of any patent,copyright,or these matters. Contractor shall disclose its means and other intellectual property right used in the Work;however, methods of construction when requested by Owner. provided that Contractor gives prompt notice,Contractor shall not be responsible for such defense or indemnity when a B. Performance of the Work shall be directly supervised by particular design,process,or product of a particular a competent superintendent who is satisfactory to Owner manufacturer or manufacturers is required by the Contract 1111 and has authority to act for Contractor. The Documents. If Contractor has reason to believe that use of the superintendent shall not be changed without the prior required design,process,or product constitutes an infringement written consent of Owner. of a patent or copyright,it shall promptly notify Owner of such potential infringement. C. The Contractor shall be responsible for inspection of portions of Work already performed under this Contract 5.04 PREVAILING WAGES to determine that such portions are in proper condition to receive subsequent work. A. Contractor shall pay the prevailing rate of wages to all workers,laborers,or mechanics employed in the „,,,, D. Contractor shall be responsible to Owner for acts and performance of any part of the Work in accordance with omissions of Contractor,Subcontractors,and their RCW 39.12 and the rules and regulations of the • employees and agents. Department of Labor and Industries. The schedule of prevailing wage rates for the locality or localities of the E. Contractor shall enforce strict discipline and good order Work,is determined by the Industrial Statistician of the among Contractor's employees and other persons Department of Labor and Industries. It is the Contractor's performing the Work. Contractor shall not permit responsibility to verify the applicable prevailing wage employment of persons not skilled in tasks assigned to rate. them. Contractor's employees shall at all times conduct business in a manner which assures fair,equal,and B. Before commencing the Work,Contractor shall file a nondiscriminatory treatment of all persons. Owner may, statement under oath with Owner and with the Director by written notice,request Contractor to remove from the of Labor and Industries certifying the rate of hourly wage Work or Project site any employee Owner reasonably paid and to be paid each classification of laborers, deems incompetent,careless,or otherwise workers,or mechanics employed upon the Work by objectionable. Contractor and Subcontractors. Such rates of hourly wage shall not be less than the prevailing wage rate. F. Contractor shall keep on the Project site a copy of the • Drawings,Specifications,addenda,reviewed Shop Drawings,and permits and permit drawings. C. Disputes regarding prevailing wage rates shall be referred for arbitration to the Director of the Department of Labor and Industries. The arbitration decision shall be .. 5.02 PERMITS,FEES,AND NOTICES MOM IMP SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 410 PAGE 11 OF 30 final and conclusive and binding on all parties involved in 5.06 NONDISCRIMINATION the dispute as provided for by RCW 39.12.060. A. During performance of the Work: D. Each Application for Payment submitted by Contractor shall state that prevailing wages have been paid in 1. Contractor shall not discriminate against any accordance with the prefiled statement(s)of intent,as employee or applicant for employment because of approved.Copies of the approved intent statement(s) race,creed,color,national origin,sex,,sexual shall be posted on the job site with the address and orientation,age,marital status,or the presence of telephone number of the Industrial Statistician of the any physical,sensory,or mental disability,Vietnam " Department of Labor and Industries where a complaint era veteran status,or disabled veteran status,nor or inquiry concerning prevailing wages may be made. commit any other unfair practices as defined in RCW 49.60. w• E. In compliance with chapter 296-127 WAC,Contractor shall pay to the Department of Labor and Industries the 2. Contractor shall,in all solicitations or currently established fee(s)for each statement of intent advertisements for employees placed by or for it, and/or affidavit of wages paid submitted to the state that all qualified applicants will be considered Department of Labor and Industries for certification. for employment,without regard to race,creed, color,national origin,sex,age,marital status,or the F. Copies of approved Intents to Pay Prevailing Wages for the presence of any physical,sensory,or mental — Contractor and all disability. subcontractors shall be submitted with the Contractor's first application for payment. As additional subcontractors perform 3. Contractor shall send to each labor union, ,M,, work on the project,their approved Intent forms shall be employment agency,or representative of workers submitted with the Contractor's next application for payment. with which it has a collective bargaining agreement or other contract or understanding,a notice The Contractor and all subcontractors shall promptly submit to advising the labor union,employment agency,or the Owner certified payroll copies if requested. workers'representative of Contractor's obligations according to the Contract Documents and RCW 5.05 HOURS OF LABOR 49.60. A. No laborer,worker,or mechanic employed by 4. Contractor shall include the provisions of this Contractor,any Subcontractor,or any other person section in every Subcontract. performing or contracting to do the whole or any part of ` the Work,shall be required to work more than eight 5.07 SAFETY PRECAUTIONS hours in any one calendar day.The hours of work may be extended,but in such cases the rate of pay for time A. Contractor shall be responsible for initiating,maintaining, MIN employed in excess of eight hours of each calendar day and supervising all safety precautions and programs in shall be not less than one and one-half times the rate connection with the performance of the Work. allowed for this same amount of time during eight hours'service. B. In carrying out its responsibilities according to the Contract Documents,Contractor shall protect the lives B. Notwithstanding the preceding paragraph,RCW 49.28 and health of employees performing the Work and other permits a contractor or subcontractor in any public works persons who may be affected by the Work;prevent °' contract subject to those provisions,to enter into an damage to materials,supplies,and equipment whether agreement with its employees in which the employees on site or stored off-site;and prevent damage to other work up to ten hours in a calendar day. No such property at the site or adjacent thereto.Contractor shall INV agreement may provide that the employees work ten- comply with all applicable laws,ordinances,rules, hour days for more than four calendar days a week. Any regulations,and orders of any public body having such agreement is subject to approval by the employees. jurisdiction for the safety of persons or property or to The overtime provisions of RCW 49.28 shall not apply to protect them from damage,injury,or loss;shall erect and the hours,up to forty hours per week,worked pursuant maintain all necessary safeguards for such safety and to any such agreement. protection;and shall notify owners of adjacent property 1111110 .r. ".,. SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 • PAGE 12 OF 30 and utilities when prosecution of the Work may affect work practices,emergency procedures,and them. personal protective equipment to be used;and C. Contractor shall maintain an accurate record of exposure d. The details of the hazard communications data on all incidents relating to the Work resulting in program developed by Contractor,or its death,traumatic injury,occupational disease,or damage Subcontractors,including an explanation of the to property,materials,supplies,or equipment. labeling system and the material safety data Contractor shall immediately report any such incident to sheet,and how employees can obtain and use Owner. Owner shall,at all times,have a right of access the appropriate hazard information. to all records of exposure. E. Contractor's responsibility for hazardous,toxic,or D. Contractor shall provide all persons working on the harmful substances shall include the following duties: "r+ Project site with information and training on hazardous chemicals in their work at the time of their initial 1. Contractor shall not keep,use,dispose,transport, assignment,and whenever a new hazard is introduced generate,or sell on or about the Project site,any into their work area. substances now or hereafter designated as,or which are subject to regulation as,hazardous,toxic, 1. Information. At a minimum,Contractor shall inform dangerous,or harmful by any federal,state or local persons working on the Project site of: law,regulation,statute or ordinance(hereinafter collectively referred to as"hazardous substances," a. The requirements of chapter 296-62 WAC, in violation of any such law,regulation,statute,or General Occupational Health Standards; ordinance,but in no case shall any such hazardous war substance be stored more than 90 days on the b. Any operations in their work area where Project site. hazardous chemicals are present;and 2. Contractor shall promptly notify Owner of all spills or c. The location and availability of written hazard releases of any hazardous substances which are communication programs,including the otherwise required to be reported to any regulatory required list(s)of hazardous chemicals and agency and pay the cost of cleanup. Contractor 'mo material safety data sheets required by chapter shall promptly notify Owner of all failures to comply 296-62 WAC. with any federal,state,or local law,regulation,or ordinance;all inspections of the Project site by any 2. Training. At a minimum,Contractor shall provide regulatory entity concerning the same;all regulatory training for persons working on the Project site orders or fines;and all responses or interim cleanup which includes: actions taken by or proposed to be taken by any government entity or private party on the Project "r a. Methods and observations that may be used to site. detect the presence or release of a hazardous chemical in the work area(such as monitoring F. All Work shall be performed with due regard for the tow conducted by the employer,continuous safety of the public. Contractor shall perform the Work monitoring devices,visual appearance or odor so as to cause a minimum of interruption of vehicular of hazardous chemicals when being released, traffic or inconvenience to pedestrians. All ,e, etc.); arrangements to care for such traffic shall be Contractor's responsibilities. All expenses involved in b. The physical and health hazards of the the maintenance of traffic by way of detours shall be chemicals in the work area; borne by Contractor. IMO C. The measures such persons can take to G. In an emergency affecting the safety of life or the Work protect themselves from these hazards, or of adjoining property,Contractor is permitted to act, including specific procedures Contractor,or its at its discretion,to prevent such threatened loss or Subcontractors,or others have implemented to injury,and Contractor shall so act if so authorized or protect those on the Project site from exposure instructed. to hazardous chemicals,such as appropriate SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 13 OF 30 H. Nothing provided in this section shall be construed as damage or loss that may occur,except damages or imposing any duty upon Owner or NE with regard to,or loss caused by the acts or omissions of Owner. as constituting any express or implied assumption of Contractor shall also protect and be responsible for any control or responsibility over,Project site safety,or over damage or loss to the Work,or to the materials or any other safety conditions relating to employees or equipment,after the date of Substantial Completion, 00, agents of Contractor or any of its Subcontractors,or the and shall repair or replace without cost to Owner any public. such damage or loss that might occur,to the extent such damages or loss are caused by the acts or 5.08 OPERATIONS,MATERIAL HANDLING,AND omissions of Contractor,or any Subcontractor. STORAGE AREAS 5.09 PRIOR NOTICE OF EXCAVATION A. Contractor shall confine all operations,including storage of materials,to Owner-approved areas. A. "Excavation"means an operation in which earth,rock,or other material on or below the ground is moved or B. Temporary buildings(e.g.,storage sheds,shops, otherwise displaced by any means,except the tilling of offices)and utilities may be provided by Contractor only soil less than 12 inches in depth for agricultural with the consent of Owner and without expense to purposes,or road ditch maintenance that does not Owner. The temporary buildings and utilities shall change the original road grade or ditch flow line. Before remain the property of Contractor and shall be removed commencing any excavation,Contractor shall provide by Contractor at its expense upon completion of the notice of the scheduled commencement of excavation to Work. all owners of underground facilities or utilities,through locator services. ;,,, C. Contractor shall use only established roadways or temporary roadways authorized by Owner. When 5.10 UNFORESEEN PHYSICAL CONDITIONS materials are transported in prosecuting the Work, vehicles shall not be loaded beyond the loading A. If Contractor encounters conditions at the site which are capacity recommended by the manufacturer of the subsurface or otherwise concealed physical conditions vehicle or prescribed by federal,state,or local law or which differ materially from those indicated in the regulation. Contract Documents,or unknown physical conditions of M+ an unusual nature which differ materially from those D. Ownership and control of all materials or facility ordinarily found to exist and generally recognized as components to be demolished or removed from the inherent in construction activities of the character IgorProject site by Contractor shall immediately vest in provided for in the Contract Documents,then Contractor Contractor upon severance of the component from the shall give written notice to Owner promptly and in no facility or severance of the material from the Project event later than 7 days after the first observance of the site. Contractor shall be responsible for compliance conditions. Conditions shall not be disturbed prior to with all laws governing the storage and ultimate such notice. disposal.Contractor shall provide Owner with a copy of all manifests and receipts evidencing proper disposal B. If such conditions differ materially and cause a change in ".. when required by Owner or applicable law. Contractor's cost of,or time required for,performance of any part of the Work,the Contractor may be entitled to an E. Contractor shall be responsible for the proper care and equitable adjustment in the Contract Time or Contract protection of its materials and equipment delivered to Sum,or both,provided it makes a request therefor as the Project site. Materials and equipment may be provided in part 7. stored on the premises subject to approval of Owner. When Contractor uses any portion of the Project site as 5.11 PROTECTION OF EXISTING STRUCTURES, "' a shop,Contractor shall be responsible for any repairs, EQUIPMENT,VEGETATION,UTILITIES,AND patching,or cleaning arising from such use. IMPROVEMENTS el F. Contractor shall protect and be responsible for any A. Contractor shall protect from damage all existing damage or loss to the Work,or to the materials or structures,equipment,improvements,utilities,and equipment until the date of Substantial Completion,and vegetation:at or near the Project site;and on adjacent shall repair or replace without cost to Owner any property of a third party,the locations of which are made .n, SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 1110 PAGE 14 OF 30 known to or should be known by Contractor.Contractor shall not cut or alter the work of any other contractor shall repair any damage,including that to the property of unless approved in advance by Owner. a third party,resulting from failure to comply with the requirements of the Contract Documents or failure to C. Should any of the Work be found defective,or in any exercise reasonable care in performing the Work. If way not in accordance with the Contract Documents,this •W Contractor fails or refuses to repair the damage work,in whatever stage of completion,may be rejected promptly,Owner may have the necessary work by Owner. performed and charge the cost to Contractor. ,M 5.14 AVAILABILITY AND USE OF UTILITY SERVICES B. Contractor shall only remove trees when specifically authorized to do so,and shall protect vegetation that will A. Owner shall make all reasonable utilities available to remain in place. Contractor from existing outlets and supplies,as specified in Section 01500 of the Project Manual. Unless 5.12 LAYOUT OF WORK otherwise provided in the Contract Documents,the utility service consumed shall be charged to or paid for by Or A. Contractor shall plan and lay out the Work in advance of Contractor at prevailing rates charged to Owner or, operations so as to coordinate all work without delay or where the utility is produced by Owner,at reasonable revision. rates determined by Owner. Contractor will carefully conserve any utilities furnished. B. Contractor shall lay out the Work from Owner- established baselines and bench marks indicated on the B. Contractor shall,at its expense and in a skillful manner Drawings,and shall be responsible for all field satisfactory to Owner,install and maintain all necessary measurements in connection with the layout. Contractor temporary connections and distribution lines,together shall furnish,at its own expense,all stakes,templates, with appropriate protective devices,and all meters platforms,equipment,tools,materials,and labor required to measure the amount of each utility used for required to lay out any part of the Work. Contractor shall the purpose of determining charges. Prior to the date of be responsible for executing the Work to the lines and Final Acceptance,Contractor shall remove all temporary grades that may be established.Contractor shall be connections,distribution lines,meters,and associated responsible for maintaining or restoring all stakes and equipment and materials. other marks established. 5.15 TESTS AND INSPECTION 5.13 MATERIAL AND EQUIPMENT A. Contractor shall maintain an adequate testing and A. All equipment,material,and articles incorporated into the inspection program and perform such tests and Work shall be new and of the most suitable grade for the inspections as are necessary or required to ensure that purpose intended,unless otherwise specifically provided the Work conforms,to the requirements of the Contract in the Contract Documents. References in the Documents.Contractor shall be responsible for Specifications to equipment,material,articles,or inspection and quality surveillance of all its Work and all patented processes by trade name,make,or catalog Work performed by any Subcontractor. Unless number,shall be regarded as establishing a standard otherwise provided,Contractor shall make arrangements quality and shall not be construed as limiting for such tests,inspections,and approvals with an competition. Contractor may,at its option,use any independent testing laboratory or entity acceptable to equipment,material,article,or process that,in the Owner,or with the appropriate public authority,and shall judgment of NE,is equal to that named in the bear all related costs of tests,inspections,and specifications,unless otherwise specifically provided in approvals.Contractor shall give Owner timely notice of the Contract Documents. when and where tests and inspections are to be made. Contractor shall maintain complete inspection records B. Contractor shall do all cutting,fitting,or patching that and make them available to Owner. may be required to make its several parts fit together properly,or receive or be received by work of others set forth in,or reasonably implied by,the Contract B. Owner may,at any reasonable time,conduct such inspections and tests as it deems necessary to ensure Documents. Contractor shall not endanger any work by that the Work is in accordance with the Contract ,.. cutting,excavating,or otherwise altering the Work and Documents. Owner shall promptly notify Contractor if an OPP SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 15 OF 30 inspection or test reveals that the Work is not in covered,Owner may request to see such Work and it accordance with the Contract Documents. Unless the shall be uncovered by Contractor. If such Work is in "' subject items are expressly accepted by Owner,such accordance with the Contract Documents,the Contractor Owner inspection and tests are for the sole benefit of shall be entitled to an adjustment in the Contract Sum for Owner and do not: the costs of uncovering and replacement,and,if •• completion of the Work is thereby delayed,an 1. Constitute or imply acceptance; adjustment in the Contract Time,provided it makes a request therefor as provided in part 7. If such Work is 2. Relieve Contractor of responsibility for providing not in accordance with the Contract Documents,the adequate quality control measures; Contractor shall pay the costs of examination and reconstruction. 3. Relieve Contractor of responsibility for risk of loss or IMO damage to the Work,materials,or equipment; C. Contractor shall promptly correct Work found by Owner not to conform to the requirements of the Contract 4. Relieve Contractor of its responsibility to comply Documents,whether observed before or after r with the requirements of the Contract Documents; Substantial Completion and whether or not fabricated, or installed,or completed.Contractor shall bear all costs of correcting such nonconforming Work,including 5. Impair Owner's right to reject defective or additional testing and inspections. ass nonconforming items,or to avail itself of any other remedy to which it may be entitled. D. If,within one year after the date of Final Completion of the Work or designated portion thereof,or within one • C. Neither observations by an inspector retained by Owner, year after the date for commencement of any system the presence or absence of such inspector on the site, warranties established under section 6.08,or within the nor inspections,tests,or approvals by others,shall terms of any applicable special warranty required by the relieve Contractor from any requirement of the Contract Contract Documents,any of the Work is found to be not Documents,nor is any such inspector authorized to in accordance with the requirements of the Contract change any term or condition of the Contract Documents,Contractor shall correct it promptly after Documents. receipt of written notice from Owner to do so. Owner au, shall give such notice promptly after discovery of the D. Contractor shall promptly furnish,without additional condition. This period of one year shall be extended, charge,all facilities,labor,material and equipment with respect to portions of Work first performed after air reasonably needed for performing such safe and Final Completion,by the period of time between Final convenient inspections and tests as may be required by Completion and the actual performance of the Work. Owner. Owner may charge Contractor any additional Contractor's duty to correct with respect to Work repaired cost of inspection or testing when Work is not ready at or replaced shall run for one year from the date of repair the time specified by Contractor for inspection or testing, or replacement.Obligations under this paragraph shall or when prior rejection makes reinspection or retest survive Final Acceptance. necessary. Owner shall perform its inspections and tests in a manner that will cause no undue delay in the E. Contractor shall remove from the Project site portions of Work. the Work which are not in accordance with the requirements of the Contract Documents and are neither • 5.16 CORRECTION OF NONCONFORMING corrected by Contractor nor accepted by Owner. WORK F. If Contractor fails to correct nonconforming Work within a A. If a portion of the Work is covered contrary to the reasonable time after written notice to do so,generally '"11 requirements in the Contract Documents,it must,if no more than 30 days,Owner may replace,correct,or required in writing by Owner,be uncovered for Owner's remove the nonconforming Work and charge the cost observation and be replaced at the Contractor's expense thereof to the Contractor. • and without change in the Contract Time. G. Contractor shall bear the cost of correcting destroyed or B. If,at any time prior to Final Completion,Owner desires damaged Work,whether completed or partially to examine the Work,or any portion of it,which has been completed,caused by Contractor's correction or removal .. SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 111. PAGE 16 OF 30 of Work which is not in accordance with the addresses,and telephone numbers of all requirements of the Contract Documents. Subcontractors,as well as suppliers providing materials in excess of$2,500. Contractor shall utilize H. Nothing contained in this section shall be construed to Subcontractors and suppliers which are experienced and establish a period of limitation with respect to other qualified,and meet the requirements of the Contract °.m obligations which Contractor might have according to the Documents,if any. Contractor shall not utilize any Contract Documents. Establishment of the time period Subcontractor or supplier to whom the Owner has a of one year as described in paragraph 5.16D relates only reasonable objection,and shall obtain Owner's written to the specific obligation of Contractor to correct the consent before making any substitutions or additions. 4.0 Work,and has no relationship to the time within which the Contractor's obligation to comply with the Contract B. All Subcontracts must be in writing. By appropriate Documents may be sought to be enforced,including the written agreement,Contractor shall require each "°' time within which such proceedings may be commenced. Subcontractor,so far as applicable to the Work to be performed by the Subcontractor,to be bound to I. If Owner prefers to accept Work which is not in Contractor by terms of the Contract Documents,and to air accordance with the requirements of the Contract assume toward Contractor all the obligations and Documents,Owner may do so instead of requiring its responsibilities which Contractor assumes toward Owner removal and correction,in which case the Contract Sum in accordance with the Contract Documents. Each may be reduced as appropriate and equitable. Subcontract shall preserve and protect the rights of Owner in accordance with the Contract Documents with 5.17 CLEAN UP respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not ++ Contractor shall at all times keep the Project site,including prejudice such rights. Where appropriate,Contractor 10 hauling routes,infrastructures,utilities,and storage areas,free shall require each Subcontractor to enter into similar from accumulations of waste materials. Before Final agreements with Sub-subcontractors.However,nothing Completion,Contractor shall remove from the premises its in this paragraph shall be construed to alter the rubbish,tools,scaffolding,equipment,and materials. Upon contractual relations between Contractor and its completing the Work,Contractor shall leave the Project site in a Subcontractors with respect to insurance or bonds. dean,neat,and orderly condition satisfactory to Owner. If °r" Contractor fails to clean up as provided herein,and after C. Contractor shall schedule,supervise,and coordinate the reasonable notice from Owner,Owner may do so and the cost operations of all Subcontractors. No Subcontracting of thereof shall be charged to Contractor. Failure to clean the site any of the Work shall relieve Contractor from its .w shall delay Final Completion and may result in liquidated responsibility for the performance of the Work in damages. accordance with the Contract Documents or any other obligations of the Contract Documents. 5.18 ACCESS TO WORK D. Each subcontract agreement for a portion of the Work is Contractor shall provide Owner and NE access to the Work in hereby assigned by Contractor to Owner provided that: progress wherever located. 1. The assignment is effective only after termination by 5.19 OTHER CONTRACTS Owner for cause pursuant to section 9.01 and only for those Subcontracts which Owner accepts by Owner may undertake or award other contracts for additional notifying the Subcontractor in writing;and work at or near the Project site. Contractor shall reasonably cooperate with the other contractors and with Owner's 2. After the assignment is effective,Owner will employees and shall carefully adapt scheduling and perform the assume all future duties and obligations toward the sip Work in accordance with these Contract Documents to Subcontractor which Contractor assumed in the reasonably accommodate the other work. Subcontract. le 5.20 SUBCONTRACTORS AND SUPPLIERS 3. The assignment is subject to the prior rights of the surety,if any,obligated under any bond provided in A. Before submitting the first Application for Payment, accordance with the Contract Documents. Contractor shall furnish in writing to Owner the names, ..� SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 17 OF 30 5.21 WARRANTY OF CONSTRUCTION B. In any action against Owner and any other entity indemnified in accordance with this section,by any "" A. In addition to any special warranties provided elsewhere employee of Contractor,its Subcontractors,Sub- in the Contract Documents,Contractor warrants that all subcontractors,agents,or anyone directly or indirectly Work conforms to the requirements of the Contract employed by any of them,the indemnification obligation Documents and is free of any defect in equipment, of this section shall not be limited by a limit on the material,or design furnished,or workmanship amount or type of damages,compensation,or benefits performed,by Contractor. payable by or for Contractor or any Subcontractor under RCW Title 51,the Industrial Insurance Act,or any other B. With respect to all warranties,express or implied, for employee benefit acts. In addition,Contractor waives Work performed or materials furnished according to the immunity as to Owner and NE only,in accordance with Contract Documents,Contractor shall: RCW Title 51. 1. Obtain all warranties that would be given in normal PART 6-PAYMENTS AND COMPLETION commercial practice; in 6.01 CONTRACT SUM 2. Require all warranties to be executed,in writing,for the benefit of Owner; Owner shall pay Contractor the Contract Sum for performance of the Work,in accordance with the Contract Documents. The 40` 3. Enforce all warranties for the benefit of Owner,if Contract Sum shall include all taxes imposed by law and directed by Owner;and properly chargeable to the Project,except sales tax. .. 4. Be responsible to enforce any subcontractor's, 6.02 SCHEDULE OF VALUES manufacturer's,or supplier's warranty should they extend beyond the period specified in the Contract Before submitting its first Application for Payment,Contractor Documents. shall submit to Owner for approval a breakdown allocating the total Contract Sum to each principle category of work,in such C. The obligations under this section shall survive Final detail as requested by Owner("Schedule of Values").The Acceptance. approved Schedule of Values shall include appropriate amounts for demobilization,record drawings,O&M manuals,and any 5.22 INDEMNIFICATION other requirements for Project closeout,and shall be used by Owner as the basis for progress payments. Payment for Work A. Contractor shall defend,indemnify,and hold Owner and shall be made only for and in accordance with those items NE harmless from and against all claims,demands, included in the Schedule of Values. • losses,damages,or costs,including but not limited to damages arising out of bodily injury or death to persons 6.03 APPLICATION FOR PAYMENT and damage to property,caused by or resulting from: A. At monthly intervals,unless determined otherwise by 1. The sole negligence of Contractor or any of its Owner,Contractor shall submit to Owner an itemized Subcontractors; Application for Payment for Work completed in accordance with the Contract Documents and the 2. The concurrent negligence of Contractor,or any approved Schedule of Values. Each application shall be Subcontractor,but only to the extent of the supported by such substantiating data as Owner may negligence of Contractor or such Subcontractor; require. and B. By submitting an Application for Payment,Contractor is 3. The use of any design,process,or equipment certifying that all Subcontractors have been paid,less which constitutes an infringement of any United earned retainage in accordance with RCW 60.28.010,as States patent presently issued,or violates any other their interests appeared in the last preceding certificate proprietary interest,including copyright,trademark, of payment. By submitting an Application for Payment, and trade secret. Contractor is recertifying that the representations set forth in section 1.03 are true and correct,to the best of SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 tioPAGE 18 OF 30 Contractor's knowledge,as of the date of the Application A. Owner shall make progress payments,in such amounts for Payment. as Owner determines are properly due,within 30 days after receipt of a properly executed Application for C. At the time it submits an Application for Payment, Payment. Owner shall notify Contractor in accordance Contractor shall analyze and reconcile,to the with RCW 39.76 if the Application for Payment does not satisfaction of Owner,the actual progress of the Work comply with the requirements of the Contract with the Progress Schedule. Documents. B. Owner shall retain 5%of the amount of each progress D. If authorized by Owner,the Application for Payment may payment until 45 days after Final Acceptance and receipt include request for payment for material delivered to the of all documents required by law or the Contract Project site and suitably stored,or for completed Documents,including,at Owner's request,consent of preparatory work. Payment may similarly be requested surety to release of the retainage. In accordance with for material stored off the Project site,provided RCW 60.28,Contractor may request that monies Contractor complies with or furnishes satisfactory reserved be retained in a fund by Owner,deposited by evidence of the following: Owner in a bank or savings and loan,or placed in PSI escrow with a bank or trust company to be converted 1. The material will be placed in a warehouse that is into bonds and securities to be held in escrow with structurally sound,dry,lighted and suitable for the interest to be paid to Contractor.Owner may permit materials to be stored; Contractor to provide an appropriate bond in lieu of the retained funds. 2. The warehouse is located within a 10-mile radius of wrr the Project. Other locations may be utilized,if C. Title to all Work and materials covered by a progress approved in writing,by Owner; payment shall pass to Owner at the time of such payment free and dear of all liens,claims,security 3. Only materials for the Project are stored within the interests,and encumbrances. Passage of title shall not, warehouse(or a secure portion of a warehouse set however,relieve Contractor from any of its duties and aside for the Project); responsibilities for the Work or materials,or waive any rights of Owner to insist on full compliance by Contractor 4. Contractor furnishes Owner a certificate of with the Contract Documents. insurance extending Contractor's insurance coverage for damage,fire,and theft to cover the full D. Payments due and unpaid in accordance with the value of all materials stored,or in transit; Contract Documents shall bear interest as specified in RCW 39.76. 5. The warehouse(or secure portion thereof)is continuously under lock and key,and only 6.05 PAYMENTS WITHHELD Contractor's authorized personnel shall have access; A. Owner may withhold or,on account of subsequently discovered evidence,nullify the whole or part of any �. 6. Owner shall at all times have the right of access in payment to such extent as may be necessary to protect company of Contractor; Owner from loss or damage for reasons including but not limited to: 7. Contractor and its surety assume total responsibility for the stored materials;and 1. Work not in accordance with the Contract Documents; 8. Contractor furnishes to Owner certified lists of materials stored,bills of lading,invoices,and other 2. Reasonable evidence that the Work required by the information as may be required,and shall also Contract Documents cannot be completed for the furnish notice to Owner when materials are moved unpaid balance of the Contract Sum; from storage to the Project site. 3. Work by Owner to correct defective Work or •6.04 PROGRESS PAYMENTS complete the Work in accordance with section 5.17; Y.. SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 01) PAGE 19 OF 30 4. Failure to perform in accordance with the Contract established by the Contract Documents;establish a date Documents;or for termination or partial termination of the assessment of liquidated damages;or constitute a waiver of claims. 5. Cost or liability that may occur to Owner as the result of Contractor's fault or negligent acts or B. Notwithstanding anything in the preceding paragraph, omissions. Owner shall be responsible for loss of or damage to the Work resulting from Prior Occupancy. Contractor's one B. In any case where part or all of a payment is going to be year duty to repair and any system warranties shall withheld for unsatisfactory performance,Owner shall begin on building systems activated and used by Owner notify Contractor in accordance with RCW 39.76. as agreed in writing by Owner and Contractor. Interest will not be paid on payments held back for nonperformance. 6.09 FINAL COMPLETION,ACCEPTANCE,AND PAYMENT 6.06 RETAINAGE AND BOND CLAIM RIGHTS A. Final Completion shall be achieved when the Work is ▪ RCW chapters 39.08 and 60.28,concerning the rights and fully and finally complete in accordance with the responsibilities of Contractor and Owner with regard to the Contract Documents. The date Final Completion is performance and payment bonds and retainage,are made a achieved shall be established by Owner in writing. part of the Contract Documents by reference as though fully set �. forth herein. B. Final Acceptance is the formal action of Owner acknowledging Final Completion. Prior to Final 6.07 SUBSTANTIAL COMPLETION Acceptance,Contractor shall,in addition to all other requirements in the Contract Documents,submit to Substantial Completion is the stage in the progress of the Work Owner a written notice of any outstanding disputes or 3 (or portion thereof designated and approved by Owner)when claims between Contractor and any of its the construction is sufficiently complete,in accordance with the Subcontractors,including the amounts and other details Contract Documents,so Owner can fully occupy the Work(or thereof. Neither Final Acceptance,nor final payment, the designated portion thereof)for the use for which it is shall release Contractor or its sureties from any intended.All Work other than incidental corrective or punch list obligations of these Contract Documents or the Public work shall be completed. Substantial Completion shall not have Works Bond,or constitute a waiver of any claims by been achieved if all systems and parts are not functional,if Owner arising from Contractor's failure to perform the utilities are not connected and operating normally,if all required Work in accordance with the Contract Documents. .• occupancy permits have not been issued,or if the Work is not accessible by normal vehicular and pedestrian traffic routes. C. Acceptance of final payment by Contractor,or any The date Substantial Completion is achieved shall be Subcontractor,shall constitute a waiver and release to established in writing by Owner. Contractor may request an Owner of all claims by Contractor,or any such early date of Substantial Completion which must be approved by Subcontractor,for an increase in the Contract Sum or Change Order. Owner's occupancy of the Work or designated the Contract Time,and for every act or omission of portion thereof does not necessarily indicate that Substantial Owner relating to or arising out of the Work,except for 010 Completion has been achieved. those Claims made in accordance with the procedures, including the time limits,set forth in part 8. 6.08 PRIOR OCCUPANCY PART 7-CHANGES A. Owner may,upon written notice thereof to Contractor, take possession of or use any completed or partially 7.01 CHANGE IN THE WORK completed portion of the Work ("Prior Occupancy")at any time prior to Substantial Completion. Unless A. Owner may,at any time and without notice to otherwise agreed in writing,Prior Occupancy shall not: Contractor's surety,order additions,deletions,revisions, be deemed an acceptance of any portion of the Work; or other changes in the Work. These changes in the accelerate the time for any payment to Contractor; Work shall be incorporated into the Contract Documents prejudice any rights of Owner provided by any insurance, through the execution of Change Orders. If any change bond,guaranty,or the Contract Documents;relieve in the Work ordered by Owner causes an increase or ,� Contractor of the risk of loss or any of the obligations decrease in the Contract Sum or the Contract Time,an SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 20 OF 30 equitable adjustment shall be made as provided in offer,or the parties are otherwise unable to reach section 7.02 or 7.03,respectively,and such agreement,Contractor's only remedy shall be to file a adjustment(s)shall be incorporated into a Change Order. Claim as provided in part 8. B. If Owner desires to order a change in the Work,it may F. Provisions of Section 01036 Change Order Procedures u• request a written Change Order proposal from take precedence over provisions in these General Contractor.Contractor shall submit a Change Order Conditions. proposal within 7 days of the request from Owner,or within such other period as mutually agreed. 7.02 CHANGE IN THE CONTRACT SUM Contractor's Change Order proposal shall be full compensation for implementing the proposed change in A. General Application the Work,including any adjustment in the Contract Sum r'W' or Contract Time,and including compensation for all 1. The Contract Sum shall only be changed by a delays in connection with such change in the Work and Change Order.Contractor shall include any request for any expense or inconvenience,disruption of for a change in the Contract Sum in its Change schedule,or loss of efficiency or productivity occasioned Order proposal. by the change in the Work. 2. If the cost of Contractor's performance is changed C. Upon receipt of the Change Order proposal,or a due to the fault or negligence of Owner,or anyone request for equitable adjustment in the Contract Sum or for whose acts Owner is responsible,Contractor Contract Time,or both,as provided in sections 7.02 shall be entitled to make a request for an equitable and 7.03,Owner may accept or reject the proposal, adjustment in the Contract Sum in accordance with rr request further documentation,or negotiate acceptable the following procedure. No change in the Contract terms with Contractor. Pending agreement on the Sum shall be allowed to the extent: Contractor's (ill terms of the Change Order,Owner may direct changed cost of performance is due to the fault or Contractor to proceed immediately with the Change negligence of Contractor,or anyone for whose acts Order Work. Contractor shall not proceed with any Contractor is responsible;the change is change in the Work until it has obtained Owner's concurrently caused by Contractor and Owner;or approval.All Work done pursuant to any Owner- the change is caused by an act of Force Majeure as directed change in the Work shall be executed in defined in Section 3.05. accordance with the Contract Documents. a. A request for an equitable adjustment in the D. If Owner and Contractor reach agreement on the terms Contract Sum shall be based on written of any change in the Work,including any adjustment in notice delivered to Owner within 7 days of the the Contract Sum or Contract Time,such agreement occurrence of the event giving rise to the shall be incorporated in a Change Order. The Change request. For purposes of this part, Order shall constitute full payment and final settlement "occurrence"means when Contractor knew, of all claims for time and for direct,indirect,and or in its diligent prosecution of the Work consequential costs,including costs of delays, should have known,of the event giving rise to inconvenience,disruption of schedule,or loss of the request. If Contractor believes it is efficiency or productivity,related to any Work either entitled to an adjustment in the Contract Sum, covered or affected by the Change Order,or related to Contractor shall immediately notify Owner the events giving rise to the request for equitable and begin to keep and maintain complete, adjustment. accurate,and specific daily records. Contractor shall give Owner access to any E. If Owner and Contractor are unable to reach agreement such records and,if requested shall promptly on the terms of any change in the Work,including any furnish copies of such records to Owner. adjustment in the Contract Sum or Contract Time, Contractor may at any time in writing,request a final b. Contractor shall not be entitled to any offer from Owner. Owner shall provide Contractor with adjustment in the Contract Sum for any its written response within 30 days of Contractor's occurrence of events or costs that occurred request.Owner may also provide Contractor with a final more than 7 days before Contractor's written offer at anytime. If Contractor rejects Owner's final notice to Owner. The written notice shall set SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 21 OF 30 forth,at a minimum,a description of: the Contract Time that arise out of the same event giving rise to the request for an event(s)shall be submitted together. equitable adjustment in the Contract Sum;the nature of the impacts to Contractor and its 3. The value of any Work covered by a Subcontractors of any tier,if any;and to the Change Order,or of any request for an .• extent possible the amount of the adjustment equitable adjustment in the Contract in Contract Sum requested.Failure to Sum,shall be determined by one of the properly give such written notice shall,to the following methods: extent Owner's interests are prejudiced, constitute a waiver of Contractor's right to an a. On the basis of a fixed price as equitable adjustment. determined in paragraph 7.02B. c. Within 30 days of the occurrence of the event b. By application of unit prices to the giving rise to the request,unless Owner quantities of the items involved as agrees in writing to allow an additional period determined in paragraph 7.02C. ■r of time to ascertain more accurate data, Contractor shall supplement the written notice c. On the basis of time and material as provided in accordance with subparagraph a. determined in paragraph 7.02D. above with additional supporting data.Such additional data shall include,at a minimum: 4. When Owner has requested Contractor to submit a the amount of compensation requested, Change Order proposal,Owner may direct itemized in accordance with the procedure Contractor as to which method in subparagraph 3. set forth herein;specific facts,circumstances, above to use when submitting its proposal. and analysis that confirms not only that Otherwise,Contractor shall determine the value of (jo Contractor suffered the damages claimed,but the Work, or of a request for an equitable that the damages claimed were actually a adjustment,on the basis of the fixed price method. result of the act,event,or condition complained of and that the Contract B. Change Order Pricing—Fixed Price Documents provide entitlement to an equitable adjustment to Contractor for such When the fixed price method is used to determine the act,event,or condition;and documentation value of any Work covered by a Change Order,or of a sufficiently detailed to permit an informed request for an equitable adjustment in the Contract Sum, analysis of the request by Owner. When the the following procedures shall apply: request for compensation relates to a delay, or other change in Contract Time,Contractor 1. Contractor's Change Order proposal,or request for shall demonstrate the impact on the critical adjustment in the Contract Sum,shall be path,in accordance with section 7.03C. accompanied by a complete itemization of the Failure to provide such additional information costs,including labor,material,subcontractor costs, and documentation within the time allowed or and overhead and profit. The costs shall be 'r"' within the format required shall,to the extent itemized in the manner set forth below,and shall be Owner's interests are-prejudiced,constitute a submitted on breakdown sheets in a form approved waiver of Contractor's right to an equitable by Owner. �., adjustment. 2. All costs shall be calculated based upon appropriate d. Pending final resolution of any request made industry standard methods of calculating labor, in accordance with this paragraph,unless material quantities,and equipment costs. otherwise agreed in writing,Contractor shall proceed diligently with performance of the 3. If any of Contractor's pricing assumptions are Work. contingent upon anticipated actions of Owner, Contractor shall clearly state them in the proposal e. Any requests by Contractor for an equitable or request for an equitable adjustment. adjustment in the Contract Sum and in the AIM SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 22 OF 30 4. The cost of any additive or deductive changes in the supervision shall be a reasonable Work shall be calculated as set forth below,except percentage not to exceed 15%of the that overhead and profit shall not be included on cost of direct labor.No supervision deductive changes in the Work. Where a change in markup shall be allowed for a the Work involves additive and deductive work by working supervisor's hours. �,. the same Contractor or Subcontractor,small tools, overhead,profit,bond and insurance markups will (2) Worker's insurance: Direct apply to the net difference. contributions to the state of Washington for industrial insurance; 111111 5. If the total cost of the change in the Work or request medical aid;and supplemental for equitable adjustment does not exceed$1,000, pension,by the class and rates Contractor shall not be required to submit a established by the Department of breakdown if the description of the change in the Labor and Industries. Work or request for equitable adjustment is sufficiently definitive for Owner to determine fair (3) Federal insurance: Direct value. contributions required by the Federal Insurance Compensation Act; 6. If the total cost of the change in the Work or request Federal Unemployment Tax Act;and for equitable adjustment is between$1,000 and the State Unemployment "'" $2,500,Contractor may submit a breakdown in the Compensation Act. following level of detail if the description of the change in the Work or if the request for equitable (4) Travel allowance:Travel allowance adjustment is sufficiently definitive to permit the and/or subsistence,if applicable,not Owner to determine fair value: exceeding those allowances established by regional labor union a. lump sum labor; agreements,which are itemized and identified separately. b. lump sum material; (5) Safety: Cost incurred due to the c. lump sum equipment usage; Washington Industrial Safety and Health Act,which shall be a d. overhead and profit as set forth below;and reasonable percentage not to exceed 2%of the sum of the e. insurance and bond costs as set forth below. amounts calculated in(1),(2),and (3)above. 7. Any request for adjustment of Contract Sum based upon the fixed price method shall include only the b. Material costs: This is an itemization of the following items: quantity and cost of materials needed to perform the change in the Work. Material a. Craft labor costs:These are the labor costs costs shall be developed first from actual determined by multiplying the estimated or known costs,second from supplier quotations actual additional number of craft hours needed or if these are not available,from standard to perform the change in the Work by the industry pricing guides. Material costs shall hourly labor costs. Craft hours should cover consider all available discounts. Freight costs, direct labor,as well as indirect labor due to express charges,or special delivery charges, trade inefficiencies. The hourly costs shall be shall be itemized. m"" based on the following: c. Equipment costs: This is an itemization of the (1) Basic wages and benefits: Hourly type of equipment and the estimated or actual • rates and benefits as stated on the Department of Labor and Industries length of time the construction equipment appropriate for the Work is or will be used on approved"statement of intent to pay the change in the Work.Costs will be allowed prevailing wages." Direct for construction equipment only if used solely .. SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 23 OF 30 for the changed Work,or for additional rental and itemized in the same manner as prescribed costs actually incurred by the Contractor. herein for Contractor. Equipment charges shall be computed on the basis of actual invoice costs or if owned,from f. Allowance for overhead: This is defined as costs of the current edition of one of the following any kind attributable to direct and indirect delay, emo sources: acceleration,or impact,added to the total cost to Owner of any change in the Contract Sum but not to (1) Associated General Contractors- the cost of any change in the Contract Time for Washington State Department of which contractor has been compensated pursuant Transportation(AGC WSDOT) to the conditions set forth in Section 7.03. This Equipment Rental Agreement; allowance shall compensate Contractor for all current edition. noncraft labor,temporary construction facilities,field 41. engineering,schedule updating,as-built drawings, (2) The state of Washington Utilities home office cost,B&O taxes,office engineering, and Transportation Commission for estimating costs,additional overhead because of 1,111 trucks used on highways. extended time,and any other cost incidental to the change in the Work. It shall be strictly limited in all (3) The National Electrical Contractors cases to a reasonable amount,mutually acceptable, Association for equipment used on or if none can be agreed upon to an amount not to electrical work. exceed the rates below: (4) The Mechanical Contractors (1). For Contractor,for any Work actually .r Association of America for performed by Contractor's own forces, equipment used on mechanical 15%of the cost. work. (2.) For each Subcontractor(including The Data Quest Rental Rate(Blue Book)shall lower tier subcontractors),for any Work be used as a basis for establishing rental rates actually performed by its own forces, of equipment not listed in the above sources. 15%of the cost. "11' The maximum rate for standby equipment shall not exceed that shown in the AGC WSDOT (3.) For Contractor,for any work Equipment Rental Agreement,current edition. performed by its Subcontractor(s),5%of the first amount due each d. Allowance for small tools,expendables& Subcontractor. consumable supplies: Small tools consist of tools which cost$250 or less and are normally (4.)For each Subcontractor,for any 111` furnished by the performing contractor. The Work performed by its Subcontractor(s) maximum rate for small tools shall not exceed of any lower tier,5%of the amount due the following: the sub-Subcontractor. (1) For Contractor,3%of direct labor (5.) The cost to which overhead is to be costs. applied shall be determined in 111„1 (2) For Subcontractors,5%of direct accordance with subparagraphs a.-e. labor costs. above. Expendables and consumable supplies directly C. Change Order Pricing—Unit Prices associated with the change in Work must be itemized. 1. Whenever Owner authorizes Contractor to perform Work on a unit-price basis,Owner's authorization Subcontractor costs: This is defined as payments shall clearly state: Contractor makes to Subcontractors-for changed Work performed by Subcontractors of any tier. The a. Scope of work to be performed; Subcontractors'cost of Work shall be calculated ... SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 24 OF 30 b. Type of reimbursement including pre-agreed b. Identify on daily time sheets all labor rates for material quantities;and performed in accordance with this authorization. Submit copies of daily time c. Cost limit of reimbursement. sheets within 2 working days for Owner's review; 2. Contractor shall: c. Leave access as appropriate for quantity a. Cooperate with Owner and assist in monitoring measurement; the Work being performed. As requested by Owner,Contractor shall identify workers d. Perform all Work in accordance with this assigned to the Change Order Work and areas section as efficiently as possible;and in which they are working; e. Not exceed any cost limit(s)without Owner's b. Leave access as appropriate for quantity prior written approval. measurement;and 3. Contractor shall submit costs in accordance with c. Not exceed any cost limit(s)without Owner's paragraph 7.02B and additional verification prior written approval. supported by: 3. Contractor shall submit costs in a manner to satisfy a. Labor detailed on daily time sheets;and the following requirements: b. Invoices for material. rrr a. Unit prices shall include reimbursement for all direct and indirect costs of the Work,including 7.03 CHANGE IN THE CONTRACT TIME overhead and profit,and bond and insurance costs;and A. The Contract Time shall only be changed by a Change Order.Contractor shall include any request for a change b. Quantities must be supported by field in the Contract Time in its Change Order proposal. measurement statements signed by Owner. B. If the time of Contractor's performance is changed due to D. Change Order Pricing--Time-and-Material Prices an act of Force Majeure,or due to the fault or negligence of Owner or anyone for whose acts Owner is 1. Whenever Owner authorizes Contractor to perform responsible,Contractor shall be entitled to make a Work on a time-and-material basis,Owner's request for an equitable adjustment in the Contract Time • authorization shall clearly state: in accordance with the following procedure. No adjustment in the Contract Time shall be allowed to the a. Scope of Work to be performed; extent Contractor's changed time of performance is due to the fault or negligence of Contractor,or anyone for b. Type of reimbursement including pre-agreed whose acts Contractor is responsible. rates,if any,for material quantities or labor; and 1. A request for an equitable adjustment in the Contract Time shall be based on written notice c. Cost limit of reimbursement. delivered within 7 days of the occurrence of the event giving rise to the request. If Contractor 2. Contractor shall: believes it is entitled to adjustment of Contract Time,Contractor shall immediately notify Owner am` a. Cooperate with Owner and assist in monitoring and begin to keep and maintain complete,accurate, the Work being performed. As requested by and specific daily records. Contractor shall give Owner,identify workers assigned to the Owner access to any such record and if requested, Change Order Work and areas in which they shall promptly furnish copies of such record to are working; Owner. r.. - SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 25 OF 30 2. Contractor shall not be entitled to an adjustment in schedule. Contractor shall be responsible for showing the Contract Time for any events that occurred clearly on the Progress Schedule that the change or more than 7 days before Contractor's written notice event: had a specific impact on the critical path,and to Owner. The written notice shall set forth,at a except in case of concurrent delay,was the sole cause minimum,a description of:the event giving rise to of such impact;and could not have been avoided by the request for an equitable adjustment in the resequencing of the Work or other reasonable Contract Time;the nature of the impacts to alternatives. Contractor and its Subcontractors of any tier,if any; and to the extent possible the amount of the D. Contractor may request compensation for the cost of a adjustment in Contract Time requested. Failure to change in Contract Time in accordance with this properly give such written notice paragraph,7.03D,subject to the following conditions: shall,to the extent Owner's interests are prejudiced, r. constitute a waiver of Contractor's right to an 1. The change in Contract Time shall solely be caused equitable adjustment. by the fault or negligence of Owner or NE; 3. Within 30 days of the occurrence of the event giving 2. Compensation under this paragraph is limited to rise to the request,unless Owner agrees in writing changes in Contract Time for which Contractor is to allow an additional period of time to ascertain not entitled to be compensated under section 7.02; more accurate data,Contractor shall supplement the written notice provided in accordance with 3. Contractor shall follow the procedure set forth in subparagraph 7.03B.2 with additional supporting paragraph 7.03B; data. Such additional data shall include,at a minimum: the amount of delay claimed,itemized in 4. Contractor shall establish the extent of the change accordance with the procedure set forth herein; in Contract Time in accordance with paragraph specific facts,circumstances,and analysis that 7.03C;and confirms not only that Contractor suffered the delay claimed,but that the delay claimed was actually a 5. The daily cost of any change in Contract Time shall result of the act,event,or condition complained of, be limited to the items below,less funds that may and that the Contract Documents provide have been paid pursuant to a change in the "" entitlement to an equitable adjustment in Contract Contract Sum that contributed to this change in Time for such act,event,or condition;and Contract Time: supporting documentation sufficiently detailed to 1010 permit an informed analysis of the request by a. cost of nonproductive field supervision or labor Owner. Failure to provide such additional extended because of the delay; information and documentation within the time allowed or within the format required shall,to the b. cost of weekly meetings or similar extent Owner's interests are prejudiced,constitute a indirect activities extended because of the waiver of Contractor's right to an equitable delay; adjustment. u• c. cost of temporary facilities or equipment rental 4. Pending final resolution of any request in extended because of the delay; accordance with this paragraph,unless otherwise agreed in writing,Contractor shall proceed diligently d. cost of insurance extended because with performance of the Work. of the delay; C. Any change in the Contract Time covered by a Change e. general and administrative overhead in an Order,or based on a request for an equitable adjustment amount to be agreed upon,but not to exceed in the Contract Time,shall be limited to the change in the 3%of Contract Sum divided by the Contract critical path of Contractor's schedule attributable to the Time for each day of the delay. • change of Work or event(s)giving rise to the request for equitable adjustment. Any Change Order proposal or PART 8-CLAIMS AND DISPUTE RESOLUTION request for an adjustment in the Contract Time shall demonstrate the impact on the critical path of the 8.01 CLAIMS PROCEDURE +w SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 40 PAGE 26 OF 30 A. If the parties fail to reach agreement on the terms of any 9. A statement certifying,under penalty of perjury,that "" Change Order for Owner-directed Work as provided in the Claim is made in good faith,that the supporting section 7.01,or on the resolution of any request for an cost and pricing data are true and accurate to the equitable adjustment in the Contract Sum as provided in best of Contractor's knowledge and belief,that the y+r section 7.02 or the Contract Time as provided in section Claim is fully supported by the accompanying data, 7.03,Contractor's only remedy shall be to file a Claim and that the amount requested accurately reflects with Owner as provided in this section. the adjustment in the Contract Sum or Contract Time for which Contractor believes Owner is liable. Nil B. Contractor shall file its Claim within the earlier of: 120 days from Owner's final offer in accordance with either D. After Contractor has submitted a fully documented Claim paragraph 7.01E or the date of Final Acceptance. that complies with all applicable provisions of parts 7 and Oa 8,Owner shall respond,in writing,to Contractor as C. The Claim shall be deemed to cover all changes in cost follows: and time(including direct,indirect,impact,and err consequential)to which Contractor may be entitled. It 1. If the Claim amount is less than$50,000,with a shall be fully substantiated and documented. At a decision within 60 days from the date the Claim is minimum,the Claim shall contain the following received;or information: Mil 2. If the Claim amount is$50,000 or more,with a 1. A detailed factual statement of the Claim for decision within 60 days from the date the Claim is additional compensation and time,if any,providing received,or with notice to Contractor of the date by - all necessary dates,locations,and items of Work which it will render its decision. Owner will then affected by the Claim; respond with a written decision in such additional ,110 time. 2. The date on which facts arose which gave rise to the Claim E. To assist in the review of Contractor's Claim,Owner may visit the Project site,or request additional information,in 3. The name of each employee of Owner or NE order to fully evaluate the issues raised by the Claim. du knowledgeable about the Claim; Contractor shall proceed with performance of the Work pending final resolution of any Claim. Owner's written 4. The specific provisions of the Contract Documents decision as set forth above shall be final and conclusive ro which support the Claim; as to all matters set forth in the Claim,unless Contractor follows the procedure set forth in section 8.02. 5. The identification of any documents and the substance of any oral communications that F. Any Claim of the Contractor against the Owner for N o support the Claim; damages,additional compensation,or additional time, shall be conclusively deemed to have been waived by 6. Copies of any identified documents,other than the the Contractor unless timely made in accordance with ow Contract Documents,that support the Claim; the requirements of this section. 7. If an adjustment in the Contract Time is sought:the 8.02 ARBITRATION - specific days and dates for which it is sought;the specific reasons Contractor believes an extension in A. If Contractor disagrees with Owner's decision rendered the Contract Time should be granted;and in accordance with paragraph 8.01 D,Contractor shall Contractor's analysis of its Progress Schedule to provide Owner with a written demand for arbitration. No iimi demonstrate the reason for the extension in demand for arbitration of any such Claim shall be made Contract Time; later than 30 days after the date of Owner's decision on 1110 such Claim;failure to demand arbitration within said 30 8. If an adjustment in the Contract Sum is sought,the day period shall result in Owner's decision being final exact amount sought and a breakdown of that and binding upon Contractor and its Subcontractors. amount into the categories set forth in,and in the a„ detail required by,section 7.02;and it. SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 00 PAGE 27 OF 30 B. Notice of the demand for arbitration shall be filed with the 1. Daily time sheets and supervisor's daily reports; American Arbitration Association(AAA),with a copy "' provided to Owner. The parties shall negotiate or 2. Collective bargaining agreements; mediate under the Voluntary Construction Mediation Rules of the AAA,or mutually acceptable service,before 3. Insurance,welfare,and benefits records; ■w seeking arbitration in accordance with the Construction Industry Arbitration Rules of AM as follows:- 4. Payroll registers; 1. Disputes involving$30,000 or less shall be 5. Earnings records; NI conducted in accordance with the Northwest Region Expedited Commercial Arbitration Rules;or 6. Payroll tax forms; "" 2. Disputes over$30,000 shall be conducted in 7. Material invoices,requisitions,and delivery accordance with the Construction Industry confirmations; Arbitration Rules of the AM,unless the parties mr agree to use the expedited rules. 8. Material cost distribution worksheet; C. All Claims arising out of the Work shall be resolved by 9. Equipment records(list of company equipment, arbitration. The judgment upon the arbitration award rates,etc.); we may be entered,or review of the award may occur,in the superior court having jurisdiction thereof. No 10. Vendors',rental agencies',Subcontractors',and independent legal action relating to or arising from the agents'invoices; I. Work shall be maintained. 11. Contracts between Contractor and each of its D. Claims between Owner and Contractor,Contractor and Subcontractors,and all lower-tier Subcontractor its Subcontractors,Contractor and NE,and Owner and contracts and supplier contracts; NE shall,upon demand by Owner,be submitted in the same arbitration or mediation. 12. Subcontractors'and agents'payment certificates; - E. If the parties resolve the Claim prior to arbitration 13. Cancelled checks(payroll and vendors); judgment,the terms of the resolution shall be incorporated in a Change Order. The Change Order 14. Job cost report,including monthly totals; .. shall constitute full payment and final settlement of the Claim,including all claims for time and for direct,indirect, 15. Job payroll ledger; or consequential costs,including costs of delays, inconvenience,disruption of schedule,or loss of 16. Planned resource loading schedules and no efficiency or productivity. summaries; 8.03 CLAIMS AUDITS 17. General ledger; Nis A. All Claims filed against Owner shall be subject to audit at 18. Cash disbursements journal; any time following the filing of the Claim.Failure of v,,. Contractor,or Subcontractors of any tier,to maintain and 19. Financial statements for all years reflecting the retain sufficient records to allow Owner to verify all or a operations on the Work. In addition,the Owner portion of the Claim or to permit Owner access to the may require,if it deems it appropriate,additional books and records of Contractor,or Subcontractors of financial statements for 3 years preceding execution MU any tier,shall constitute a waiver of the Claim and shall of the Work; bar any recovery. 20. Depreciation records on all company equipment 14110B. In support of Owner audit of any Claim,Contractor shall, whether these records are maintained by the upon request,promptly make available to Owner the company involved,its accountant,or others; following documents: - SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 PAGE 28 OF 30 21. If a source other than depreciation records is used 4. Contractor repeatedly fails to supply skilled workers to develop costs for Contractor's internal purposes or proper materials or equipment; in establishing the actual cost of owning and operating equipment,all such other source 5. Contractor repeatedly fails to make prompt payment documents; due to Subcontractors or for labor; iss 22. All nonprivileged documents which relate to each 6. Contractor materially disregards or fails to comply and every Claim together with all documents which with laws,ordinances,rules,regulations,or orders support the amount of any adjustment in Contract of any public authority having jurisdiction;or Sum or Contract Time sought by each Claim; 7. Contractor is otherwise in material breach of any 23. Work sheets or software used to prepare the Claim provision of the Contract Documents. "▪" establishing the cost components for items of the Claim including but not limited to labor,benefits and B. Upon termination,Owner may at its option: insurance,materials,equipment,Subcontractors,all documents which establish the time periods, 1. Take possession of the Project site and take individuals involved,the hours for the individuals, possession of or use all materials,equipment,tools, and the rates for the individuals;and and construction equipment and machinery thereon owned by Contractor to maintain the orderly 24. Work sheets,software,and all other documents progress of,and to finish,the Work; used by Contractor to prepare its bid. 2. Accept assignment of subcontracts pursuant to w C. The audit may be performed by employees of Owner or section 5.21;and a representative of Owner. Contractor,and its Subcontractors,shall provide adequate facilities 3. Finish the Work by whatever other reasonable acceptable to Owner,for the audit during normal method it deems expedient. business hours. Contractor,and all Subcontractors, shall make a good faith effort to cooperate with Owner's C. Owner's rights and duties upon termination are subject to auditors. the prior rights and duties of the surety,if any,obligated under any bond provided in accordance with the PART 9-TERMINATION OF THE WORK Contract Documents. - 9.01 TERMINATION BY OWNER FOR CAUSE D. When Owner terminates the Work in accordance with this section,Contractor shall take the actions set forth in A. Owner may,upon 7 days written notice to Contractor paragraph 9.02B,and shall not be entitled to receive and to its surety,terminate(without prejudice to any right further payment until the Work is accepted. W` or remedy of Owner)the Work,or any part of it,for cause upon the occurrence of any one or more of the E. If the unpaid balance of the Contract Sum exceeds the following events: cost of finishing the Work,including compensation for ►�+ NE's services and expenses made necessary thereby 1. Contractor fails to prosecute the Work or any and any other extra costs or damages incurred by Owner portion thereof with sufficient diligence to ensure in completing the Work,or as a result of Contractor's Substantial Completion of the Work within the actions,such excess shall be paid to Contractor. If such Contract Time; costs exceed the unpaid balance,Contractor shall pay the difference to Owner. These obligations for payment 2. Contractor is adjudged bankrupt,makes a general shall survive termination. 211111 assignment for the benefit of its creditors,or a receiver is appointed on account of its insolvency; F. Termination of the Work in accordance with this section shall not relieve Contractor or its surety of any 110 3. Contractor fails in a material way to replace or responsibilities for Work performed. correct Work not in conformance with the Contract Documents; G. If Owner terminates Contractor for cause,and it is later determined that none of the circumstances set forth in - SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 0. PAGE 29 OF 30 paragraph 9.01A exist,then such termination shall be and profit on Work performed prior to termination,plus deemed a termination for convenience pursuant to the reasonable administrative costs of the termination, - section 9.02. but shall not be entitled to any other costs or damages, whatsoever,provided however,the total sum payable H. The Owner has the right to direct the Contractor to upon termination shall not exceed the Contract Sum — terminate the work of any subcontractor and to remove reduced by prior payments. Contractor shall be required them from the job. The Contractor shall complete the to make its request in accordance with the provisions of work with other subcontractors,approved by the Owner. part 7. All of the provisions of Part 9 apply. If the termination is sui for cause,then the Contractor shall be entitled to no D. If Owner terminates the Work or any portion thereof for additional compensation or adjustment in the contract convenience,the Contract Time shall be adjusted as time. determined by Owner. or 9.02 TERMINATION BY OWNER FOR CONVENIENCE PART 10-MISCELLANEOUS PROVISIONS ,,,. A. Owner may,upon written notice,terminate(without 10.01 GOVERNING LAW prejudice to any right or remedy of Owner)the Work,or any part of it,for the convenience of Owner. The Contract Documents and the rights of the parties herein shall be governed by the laws of the state of Washington. N" B. Unless Owner directs otherwise,after receipt of a written Venue shall be in King County. notice of termination for either cause or convenience, Contractor shall promptly: 10.02 SUCCESSORS AND ASSIGNS nw 0 1. Stop performing Work on the date and as specified Owner and Contractor respectively bind themselves,their in the notice of termination; partners,successors,assigns,and legal representatives to the other party hereto and to partners,successors,assigns,and 2. Place no further orders or subcontracts for legal representatives of such other party in respect to materials,equipment,services or facilities,except covenants,agreements,and obligations contained in the as may be necessary for Contract Documents.Neither party shall assign the Work "" , completion of such portion of the Work as is not without written consent of the other,except that Contractor may terminated; assign the Work for security purposes,to a bank or lending institution authorized to do business in the state of Washington. .1r 3. Cancel all orders and subcontracts,upon terms If either party attempts to make such an assignment without acceptable to Owner,to the extent that they relate such consent,that party shall nevertheless remain legally to the performance of Work terminated; responsible for all obligations set forth in the Contract Documents. Ili 4. Assign to Owner all of the right,title,and interest of Contractor in all orders and subcontracts; 10.03 MEANING OF WORDS am 5. Take such action as may be necessary or as Unless otherwise stated in the Contract Documents,words directed by Owner to preserve and protect the which have well-known technical or construction industry Work,Project site,and any other property related to meanings are used in the Contract Documents in accordance „O this Project in the possession of Contractor in which with such recognized meanings. Reference to standard Owner has an interest;and specifications,manuals,or codes of any technical society, organization,or association,or to the code of any governmental 6. Continue performance only to the extent not authority,whether such reference be specific or by implication, w terminated. shall be to the latest standard specification,manual,or code in effect on the date for submission of bids,except as may be doC. If Owner terminates the Work or any portion thereof for otherwise specifically stated. Wherever in these Drawings and convenience,Contractor shall be entitled to make a Specifications an article,device,or piece of equipment is request for an equitable adjustment for its reasonable referred to in the singular manner,such reference shall apply to direct costs incurred prior to the effective date of the as many such articles as are shown on the drawings,or „r termination,plus a reasonable allowance for overhead required to complete the installation. .. w. SEISMIC RETROFIT OF RENTON FIRE STATION 11 GENERAL CONDITIONS SECTION 00700 410 PAGE 30 OF 30 Change Order. Contractor shall put a similar clause in its Subcontracts,and require a similar clause in its sub- ow 10.04 RIGHTS AND REMEDIES Subcontracts,such that all claims for such overcharges on the Work are passed to Owner by Contractor. No action or failure to act by Owner or NE shall constitute a mg waiver of a right or duty afforded them under the Contract Documents,nor shall such action or failure to act constitute approval of an acquiescence in a breach therein,except as may ***END OF SECTION*** us be specifically agreed in writing. 10.05 CONTRACTOR REGISTRATION or Pursuant to RCW 39.06,Contractor shall be registered or licensed as required by the laws of the State of Washington,including but not limited to RCW 18.27. us 10.06 TIME COMPUTATIONS When computing any period of time,the day of the event from "" which the period of time begins shall not be counted. When calculating work days,the last day is counted unless it r falls on a weekend or legal holiday,in which event the period runs until the end of the next day that is not a weekend or holiday. When the period of time allowed is less than 7 days, intermediate Saturdays,Sundays,and legal holidays are excluded from the computation of work days. 10.07 RECORDS RETENTION so The wage,payroll,and cost records of Contractor,and its Subcontractors,and all records subject to audit in accordance ,r, with section 8.03,shall be retained for a period of not less than 6 years after the date of Final Acceptance. 10.08 THIRD-PARTY AGREEMENTS ail The Contract Documents shall not be construed to create a contractual relationship of any kind between: NE and I+ Contractor;Owner and any Subcontractor;or any persons other than Owner and Contractor. sios 10.09 ANTITRUST ASSIGNMENT Owner and Contractor recognize that in actual economic practice,overcharges resulting from antitrust violations are in ism fact usually borne by the purchaser. Therefore,Contractor hereby assigns to Owner any and all claims for such overcharges as to goods,materials,and equipment purchased 40 in connection with the Work performed in accordance with the Contract Documents,except as to overcharges which result from antitrust violations commencing after the Contract Sum is i.. established and which are not passed on to Owner under a 4.10 SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL CONDITIONS SECTION 00800 01110 PAGE 1 OF 3 SECTION 00800—SPECIAL CONDITIONS No The following supplements modify Section 00700, "General Conditions". ow ARTICLE 1 -COMPLIANCE WITH WAGE RATES AND FILING OF"INTENT TO PAY PREVAILING WAGES" HEREINAFTER CALLED "INTENT"AND "AFFIDAVIT OF WAGES PAID" 1.1 " Prevailing Wages on Public Works"-The Contractor and Subcontractors shall comply '""' with 39.12 RCW and amendments"Prevailing Wages on Public Works."The prevailing rate wages to be paid to all workers, laborers, or mechanics employed in the performance of any part of this Contract shall be in accordance therewith. 0. 1.2 Current prevailing wage data will be furnished by the Industrial Statistician upon request. Requests shall be made to the State of Washington Department of Labor and Industries. Wage aim data is also available at http://www.lni.wa.gov/TradesLicensinq/PrevWage/default.asp The Contractor is responsible for paying the appropriate wage rates. au` 1.3 The Contractor, and all Subcontractors, on or before the date of commencement of work, 10 shall file a statement under oath with the City and with the Director of Labor and Industries certifying the rate of hourly wages paid to each classification of laborers, workers, or mechanics employed to perform work under this Contract shall not be less than the prevailing rate of wages determined by the Washington State Labor and Industries. Such statement and any supplemental I„ statements which may be necessary shall be filed in accordance with the practices and procedures required by the Department of Labor and Industries. ,., 1.4 Copies of all "Intents"shall be on file with the Contractor, the Industrial Statistician, and the City. • e. 1.5 "Affidavits of Wages Paid"-upon completion of project,the Contractor shall fully execute and file"Affidavit of Wages Paid"with the Washington State Department of Labor and Industries and any other agencies required by law. Sample copy enclosed herein. Copies shall be provided to the City prior to Final Completion, Final Payment and release of Retainage. Each affidavit of wages paid must be certified by the Industrial Statistician of the "' Department of Labor and Industries before it is submitted. 1.6 All costs and fees for and associated with the"Intent to Pay Prevailing Wages" and .r "Affidavits of Wages Paid" are to be paid by the Contractor. ill r. SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL CONDITIONS SECTION 00800 PAGE 2 OF 3 410 ARTICLE 2-STATE LICENSING LAW NW The Contractor agrees to comply with all requirements of Chapter 18.27 RCW. The Contractor agrees and covenants to furnish unto the Owner proper evidence that the Contractor has fully complied with the State Licensing Law of the State of Washington, Chapter 18.27 RCW, and a Contractor's Certificate of Registration shall be in full force and effect throughout the work project herein above enumerated, prior to starting work. ARTICLE 3- NON-DISCRIMINATION The Contractor shall offer equal opportunity to all qualified employees and applicants for 818 employment without regard to the race,creed, color, sex, sexual orientation, national origin, age, or disability. ARTICLE 4-CITY OF RENTON BUSINESS LICENSE Prior to signing a contract the contractor agrees to purchase a City of Renton Business License and maintain the license in full force and effect throughout the work of the project. License may be purchased from the City Finance Department located on the First Floor of the City Hall Building, 1055 South Grady Way, Renton, WA. ARTICLE 5-SITE AND STREET CLEANING Contractors working dump trucks and/or other equipment on paved streets and roadways will be • required to clean said streets at the conclusion of each day's operation or as directed by the City. If the area is not properly cleaned or the condition of the excavation warrants or if required by other City or State ordinances or requirements, the Owner shall direct the Contractor to provide Aro facilities to remove clay or other deposits from the tires or between dual wheels before trucks and/or other equipment will be allowed to travel beyond the construction site. Any violation of the above requirements shall be sufficient ground for the Owner to order the area in question cleaned by others, the cost of the operation to be deducted from the Contract amount. It shall be the Contractor's responsibility to control dust at the construction site by watering as required or as directed by the Owner. All costs in connection with the above work shall be considered as incidental to the construction, and payment shall be considered to be included in the .r. prices bid for the various items comprising this improvement. ARTICLE 6-PERFORMANCE BOND(CONTRACTOR'S CONTRACT BOND): or The Contractor shall execute and deliver to the Owner a bond on the form included in this Contract Documents, with an approved surety company, as surety in the sum of the full amount of the contract price including the Washington State Sales Tax, in compliance with the Revised Codes of Washington, and any amendments thereto. The bond shall also guarantee the Contractor's SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL CONDITIONS SECTION 00800 PAGE 3 OF 3 material and workmanship on the project for a period of one(1) year from the date of the issuance of his Certificate of Substantial Completion by the Architect. ARTICLE 7-TRAFFIC SAFETY AND STREET USE: The Contractor shall be responsible for the provision of barricades and the safety guards and any other structures of improvement necessary for the complete protection of the public or workers including traffic study requirements as directed by the City in consultation with the Public Works and Police Departments. The Contractor shall further abide by all rules and regulations of OSHA as amended or supplemented by WISHA. Contractor shall be responsible for any permits required due to construction activity or staging in the public right-of-way including, but not limited to, traffic control and flaggers as required by City Public Works Department. All costs in connection with the above work shall be considered as incidental to the construction, and payment shall be considered to be included in the prices bid for the various items comprising this improvement. ARTICLE 8-PERMITS: are The Owner will pay directly for the Building Permit. It shall be the Contractor's responsibility to apply for and pay for the plumbing, mechanical, and electrical permits and to secure all other Municipal, County,or State permits and licenses necessary or incident to the actual performance of the work under this Contract that have not been addressed in the contract documents, and shall, during the work progress, comply with all laws,ordinances, and governmental regulations pertaining to carrying out of the work. END OF SECTION alp • SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL PROVISIONS SECTION 00810 41) PAGE 1 OF 7 PART IGENERAL — 1.01 SPECIAL PROVISIONS A. The following items,as Special Provisions,are hereby made a part of these Contract Documents in addition to •• the General Conditions. 1.02 CODES,REGULATIONS AND REQUIRED PROVISIONS SO A. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and the Contract shall be read and enforced as though it were included herein,and if through mistake or otherwise any such provision is not inserted,or it is not correctly inserted,then upon the application of either party the Contract shall forthwith be physically amended to make such insertion or correction. IMO B. All Work shall comply with the International Building Code and the Washington State Code,as adopted by the City of Renton,and with all other applicable laws,ordinances,and requirements. Where specified,reference shall be to the latest edition and such standards and codes shall by this reference be made a portion of these specifications. C. See the structural drawings for applicable code regulations for structural changes. *so 1.03 ORGANIZATION&FORMAT OF SPECIFICATIONS A. Organization: Division and paragraph numbers,as listed in the"Table of Contents"of the specification book and the items of work included under the headings generally conform with the"Master Format"of the Construction Specification Institute. Numbering of paragraphs and divisions is merely for convenience and identification and may not be consecutive;the Contractor shall check his copies of the Contract Documents with the specification index and drawing index to be sure that they are complete. Trade headings are used in the specifications for convenience only. The Architect is not bound to define the limits of any subcontractors. B. Format: These specifications are of the abbreviated or"streamlined"type,and frequently include incomplete .rr sentence. Words such as"shall,""shall be,""the Contractor shall"and similar mandatory phrases are noted on the drawings. Phrases following a heading for material or item of equipment and listing required features or characteristics of the item shall be construed as meaning,"The item shall be..."or"The item shall include..." and the Contractor shall provide all items,articles,materials,and operations listed;including all labor,material, equipment and incidentals required for satisfactory installation and completion of the work. C. Definitions:The following terms are used in the Contract Documents and are defined as follows: 1. The terms"approved"and"for approval"mean"approved in writing by the Architect"and"for the Architect's written approval." 2. The term"coordinate"means"satisfactorily combine the work of all trades for a complete and .r operating installation." 3. The term"selected"means"selected by the Architect." 4. The term"provide"means"furnish and install." w 5. The term"directed"means"as directed by the Architect." 6. Where the terms"or approved"or"or approved equal"are used,the Architect is the sole judge of the quality and suitability of the proposed substitution. • D. Indicated Manufacturer: Materials,articles and pieces of equipment are identified on the drawings and in the specifications by reference to a specific manufacturer's or manufacturers'name,trademark,model or catalog +�• SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL PROVISIONS SECTION 00810 PAGE 2 OF 7 number. The respective manufacturer's or manufacturers'standard specification for such material,particle or piece of equipment shall be deemed to be included herein unless otherwise modified or indicated. E. Related Work: Certain Sections of these Specifications include references to"Related Work"shown in other Sections of these Specifications. These references are provided only as a convenience to the Contractor,and ,,,IN may not always occur,or always reference all related work or requirements in other sections. The Contractor shall be responsible for conformance to these entire specifications,and shall be responsible for insuring that all requirements and work in separate sections,whether referenced or not for his convenience,are properly coordinated and executed. ma 1.04 STANDARD SPECIFICATIONS r. A. Reference in the technical divisions of these specifications to standard date of the following organizations shall mean the latest edition at the date noted on the specification book,unless otherwise noted. The Contractor shall conform with said standard requirements when reference is made thereto as if the data were repeated verbatim in the specifications,except where standard data are supplemented and modified by the Specifications. B. Abbreviations: Standard data of the following organizations are referenced in the specifications,and the organization names are abbreviated as noted. MN: American Association of Nurserymen,835 Southern Bldg.,Washington,DC 20006 .r ACI: American Concrete Institute,P.O.Box 4754,Redford Station,Detroit,MI 48219 AGA: American Gas Association,605 Third Avenue,New York,N.Y. 10016 AIA: American Institute of Architects, 1735 New York Avenue,Washington,DC 20006 ATMA: Acoustical and Insulating Materials Association,205 West Touhy Avenue,Park Ridge, IL 60068 AISC: American Institute of Steel Construction, 101 Park Avenue New York,NY 10017 AISI: American Iron and Steel Institute,150 East 42nd St.,New York,NY 10018 rr. AMCA: Air Moving and Conditioning Association,Inc.,30 West University Dr.,Arlington Heights,IL 60004 ANSI: American National Standards Institute, 1430 Broadway,New York,NY 10018 APA: American Plywood Association,P.O.Box 11700,Tacoma,WA 98411 APWA: American Public Works Association,Washington State Chapter,Olympia,WA 98504 ARIB: Asphalt Roofing Industry Bureau,757 Third Avenue,New York,NY 10018 ASME: American Society of Mechanical Engineers,29 West 39th St.,New York,NY 10018 "" ASTM: American Society for Testing&Materials, 1916 Race St.,Philadelphia,PA AWI: Architectural Woodwork Institute, 13924 Braddock Road,Centreville,VA 22020 AWS: American Welding Society,33 West 39th Street,New York,NY 100d18 r. AWWA: American Water Works Association,2 Park Avenue,New York,NY 10000 CRSI: Concrete Reinforcing Steel Institute,38 South Dearborn St.,Chicago, IL CS: Commercial Standard of the U.S.Department of Commerce,Washington,DC 20025 CSI: Construction Specifications Institute, 1717 Massachusetts Ave.NW,Washington,DC 20036 DPFA: Douglas Fir Plywood Association,now known as American Plywood Association,P.O.Box 1337,Tacoma,WA 98401. FGJA: Flat Glass Jobbers Association,6310 West 10th St.,Topeka,KS 66615. FGMA: Flat Glass Marketing Association,3310 Harrison,White Lakes Prof.Bldg.,Topeka,KS 66611 IBC: International Building Code • IEEE: Institute of Electrical&Electronic Engineers,33 West 39th St.,New York,N.Y. 10018 IPCEA: Insulated Power Cable Engineers Association,283 Valley Road,Montclair,NJ 07042 MLA: Metal Lath Association, 12703 Triskett St.,Cleveland,OH 44111 .r. SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL PROVISIONS SECTION 00810 '110 PAGE 3 OF 7 NAAMM: National Association of Architectural Metal Mfgs.,228 North LaSalle Mt.,Chicago,IL 60601 NBGQA: National Building Granite Quarries Association, Inc.,P.O.Box 444,Concord,NH 03302 NEMA: National Electrical Manufacturer's Association, 155 East 44th At.,New York,NY 10017 NFPA: National Fire Protection Association,60 Betterymarch St,Boston,MA 02110 NWMA: National Woodwork Manufacturers Association,400 West Madison WI,Chicago, IL 60600 PS: Product Standard of U.S.Dept.of Commerce,Washington,D.C. 20025 SDI:4 Steel Deck Institute,9836 West Roosevelt Road,Westchester,IL 60153 SDI: Steel Door Institute, 1230 Keith Building,Cleveland,Ohio 44115 SMCNA: Sheet Metal&Air Conditioning Contractors National Association, 107 Center St.,Elgin, IL r. 60210 SSPC: Steel Structures Painting Council,4400 Fifth Ave.,Pittsburgh,PA 15213 TCA: Tile Council of America,800 Second Avenue,New York,NY 10017 UBC: Uniform Building Code of International Conference of Building Officials,530 South Workman .r Hill Road,Whittier,CA 90601 UL: Underwriter's Laboratories,333 Pfinsten Road,Northbrook,IL. 60062 WWPA: Western Wood Products Association,Yeon Building,Portland,OR 97204 .r 1.05 PERMITS NOA. The Owner will pay for and provide the Renton Building Permit necessary for the project. The Owner will pay all fees associated with utility connections. The Contractor shall provide and pay for all other permits,including mechanical,plumbing,side sewer repair,and electrical permits,and is responsible for scheduling and securing all necessary inspections and approvals.The Contractor shall secure and pay for inspection for the proper execution and completion of electrical Work. 1.06 PROTECTION A. Protection of Employees:in order to protect the lives and health of its employees under the Contract,the Contractor shall comply with all pertinent provisions of the Occupational Safety and Health Administration including the Contract Work Hours and Safety Standards Act,as amended,commonly known as the .. Construction Safety Act,as pertains to health and safety standards;the Washington Industrial Safety and Health Act;and shall maintain an accurate record of cases of death,occupational disease,and injury requiring medical attention or causing loss of time from work,arising out of and in the course of employment on work 4111 under the Contract. The Contractor alone shall be responsible for the safety,efficiency,and adequacy of his plant,appliances,and methods,and for any damage which may result from their failure or their improper construction,maintenance,or operation. .r B. Protection of Property: The Contractor shall at its own expense carefully protect from injury trees(other than those authorized for removal under clearing operations),building,telephone,telegraph or power and light poles,water lines,conduit,drains,culverts or any other structures and improvements at no cost to the Owner, leaving them in as good condition as they were prior to his interference,determined by the Architect;and the Contractor shall be liable for any damages or claims arising from these interference's with said structures. The Contractor shall make every effort to avoid damage to or breaking of water mains or service pipes and shall be r responsible for determining actual locations of public and private utilities in the field and checking with the appropriate agencies involved. The Contractor shall be solely responsible for any damage resulting from his operations. rr C. Payment by the Owner for materials or equipment stored on site or off site,or for work,does not relieve the Contractor of his responsibility for to incorporate said materials and equipment into the work,and for protecting these materials,equipment and work from damage,theft,or destruction. 11111 1.07 NUMBER OF SPECIFIED ITEMS REQUIRED rr "" SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL PROVISIONS SECTION 00810 PAGE 4 OF 7 A. Wherever in these specifications,an article,device or piece of equipment is referred to in the singular number, such reference applies to all and as many such articles as are shown on the drawings or required to complete the installation. 1.08 PAYMENTS NW A. Progress Payments: Progress payments will be made based upon the value of the work performed and of the materials suitably stored at the site,up to the 25th day of the previous month,as determined by the Architect, less the aggregate of any previous payments and retainage as noted. Payment will be made within 30 days of approval by Owner's Project Manager. 1.09 ADMINISTRATION OF THE PROJECT A. The Contractor is responsible for the execution of the Work. The Contractor shall supervise and direct the Work using the Contractor's best skill and attention. The Contractor shall be solely responsible for and have r. control over construction means,methods,techniques,sequences and procedures and for coordinating all portions of the Work under the Contract. The Contractor is solely responsible for jobsite safety. If the Contractor determines that any direction or instruction given by the Contract Documents may result in an unsafe jobsite condition,the Contractor shall immediately notify the Architect,and the Contractor shall not proceed with that portion of the Work until there is written response from the Architect. The Contractor shall thoroughly review the Contract Documents in NMI advance of the beginning of the Work to insure that any such concems are communicated before work begins so as to allow ample time for response from the Architect,and so as not to delay the project. Provisions of this 310 section shall not be used to extend the project time. B. The Contractor shall be responsible to the Owner for acts and omissions of the Contractor's employees, Subcontractors 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. C. 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. r D. The Contractor shall identify an on-site superintendent who shall be responsible for directly supervising all on site work. The on-site superintendent shall have the authority to stop the work at the request of the Architect. E. The Owner shall identify in writing his representatives who have the authority to act in his behalf. These shall include the Architect/Engineer,On-Site Inspector,and Owner's Representative. The roles of each will be clearly defined. F. All instructions will be given to the Contractor,or to his authorized agent,by the Owner's Representivie for distribution to subcontractors or tradesmen on the Work;in like manner all communication from subcontractors and tradesmen on the Work to the Owner or Architect will be given through the Contractor;no subcontractors or tradesmen shall contact the Owner or Architect to discuss the Work,except as the Contractor may arrange. F. Requests for Information or clarification of the Contract Documents shall be submitted as written"Requests for Information"("RFI's"). These shall be identified as an"RFI"and be identified by trade. Each shall be sequentially numbered. "RFPs"shall be submitted in a timely manner so as to allow at least 2 weeks for a Response without any disruption to the schedule. RFI's shall be submitted to the Owner's Representative,the Maus Group. H. Changes procedures are outlined in Section 01036. SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL PROVISIONS SECTION 00810 PAGE 5 OF 7 I. Written communication from the Contractor to the Owner not part of RFI's,Change Proposals,or Field Directives shall be in the form of Serial Letters. The first Serial Letter shall be designated SL-1,and each subsequent communication shall be sequentially numbered from there. +. 1.10 CHANGES IN THE WORK A. Changes in the Work may be authorized in accordance with the General Conditions;charges for the work rr covered by approved change orders shall be submitted by the Contractor on an approved breakdown sheet and,unless otherwise agreed,the costs shall be determined in the following manner: B. Additive Changes:Include direct labor costs,including foreman;direct costs of material and equipment to be entered into the work;ownership or rental costs of any equipment during the time of use on the extra work; insurance;social security,old age and unemployment contributions;industrial insurance;direct contributions to labor as fringe benefits;subcontractor's proposals;plus a maximum of 14%of the total of the items listed rrr hereinbefore as overhead and profit,which shall include the cost of performance bonds,and the cost of all "offsite,extended,or unabsorbed"overhead. The markup for overhead and profit,including the cost of performance bonds,for work performed by major subcontractors including mechanical and electrical rw subcontractors,shall be limited to a maximum of 8%. When the project time is extended through no fault of the contractor,an allowance for overhead shall be added to pay for all on site and off-site overhead and"extended overhead"costs. This shall be agreed to be the cost IMO of any additional rental charges for onsite equipment and utilities,plus 3%of the original contract sum divided by the original number of calendar days,for each day of extension. The Contractor shall not be entitled to any additional claim for'extended overhead'or'unabsorbed overhead',or any off-site overhead. No additional compensation shall be allowed for subcontractors. C. Deductive Changes: Include direct labor costs,including foreman;direct costs of materials and equipment to be entered into,or omitted from,the work;ownership or rental costs of any equipment during the time of use for the period of the change;insurance;social security,old age and unemployment contributions;industrial insurance;direct contributions to labor as fringe benefits;subcontractor's proposals;plus 8%of the total of the items listed hereinbefore as a factor for overhead and profit. The factor for overhead and profit which shall be deducted for the work of major subcontractors including mechanical and electrical subcontractors shall be 5%. For changes in the work with an estimated cost of less than$10,000,there shall be no deduction for overhead • and profit. IMO D. Subcontract Proposals: Where a proposal from a subcontractor is involved in a change in the Work,the Contractor shall require that his proposal for the extra work be governed by the same requirements that govern the Contractor's costs for the extra work. 1.11 HAZARDOUS AND TOXIC SUBSTANCES A. Raw Sewage Liquids: Raw sewage liquids,without solids,removed from a manhole or sewer main may be disposed of in a City owned sewer manhole with the approval by the City's field representative for each manhole location. B. The following toxic substances may not be disposed into the City's sewage system and must be disposed off site at the expense of the Contractor: • 1. Solids: Any solids removed from the manhole being serviced,including,but not limited to,rocks, concrete,vegetation,wood products and by-products. SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL PROVISIONS SECTION 00810 PAGE 6 OF 7 2. Flammable or Explosive Material:Flammable liquids,solids,or gases capable of causing or contributing to explosion or supporting combustion in any sewerage facilities including,but not limited to,the following: fuel oil,waste crankcase oil,and acetylene generation sludge. 3. Odorous Substances:Any noxious or malodorous gas or substance which either by itself or by interaction with other wastes,is capable of creating a public nuisance or hazard to life or of preventing entry by authorized personnel to pump stations and other sewerage facilities. 4. Toxic Vapor:Any gas or substance which either by itself or by interaction with other wastes can produce a toxic vapor. These substances include,but are not limited to,chlorinated hydrocarbons, hydrogen sulfide,sulfur dioxide,and cyanide compounds. 5. Corrosive Substances:Any gas or substance which either by itself or by interaction with other waste may cause corrosive structural damage to sewer works or treatment facilities,but in no case wastes with a PH lower than 5.5. OW 6. Excessive Waste:Wastes at a flow rate and/or pollutant discharge rate which are excessive over relatively short time periods so that there is a treatment process upset and subsequent loss of treatment efficiency. 7. Slurry Type Materials:Materials such as concrete slurry or liquid epoxy mix or other substance that may harden in the sewer system. w C. Toxic Waste Materials:Material removed from any sewage utility which has contact with the raw sewage or vapors is considered toxic waste material and must be disposed of in a proper manner as outlined by the State. This material shall not be disposed of in the City. D. The City does not provide a waste site for this project. The Contractor is responsible for disposal of all waste materials. 1.12 CONDITION OF WORKSITE +rr A. Within one week of the Notice to Proceed,the Contractor together with the Owner shall examine the premises and conditions of the site affecting the Work and shall compare them to conditions as represented in the Contract Documents. Should conflicts or inconsistencies between the actual conditions and the Contract Documents be noted,the Contractor shall notify the Owner and await his directions. Unless the Architect is notified in writing by the Contractor within 1 week of the Notice to Proceed,the Contractor shall be assumed to accept the site as being consistent with the Contract Documents. 1.13 APPARENT CONTRADICTIONS ,w, A. It is mutually agreed and understood between the Owner and the Contractor that in any instance of contradiction between drawings of different scale,or between drawings and specifications,or between sections of the specifications,the more stringent and expensive requirements shall be interpreted as being in the Contract Sum. However,it is also agreed that the Contractor shall immediately notify the Architect of any apparent contradiction and request direction prior to ordering materials or proceeding with the work. 1.14 DRAWINGS .r SEISMIC RETROFIT OF RENTON FIRE STATION 11 SPECIAL PROVISIONS SECTION 00810 PAGE 7 OF 7 A. The drawings are sometimes symbolic in order to convey only essential information without unnecessary detail. Important dimensions are typically shown on the drawings. The Contractor shall not scale the drawings in order to establish important dimensions. If an important dimension is not shown,the Contractor shall ask the Architect for clarification. Any problems created by the use of scaled dimensions or the failure to request clarifications are the responsibility of the Contractor. B. Where an item is shown only once but referenced as being included more than once,the details required shall be assumed to apply to all installations. If it is apparent to the Contractor that conditions differ,the Contractor shall alert the Architect before installation. 1.15 OWNER OCCUPANCY A. The Owner reserves the right to use or to occupy the Project or any part thereof or to use the equipment installed under the Contract,prior to final payment and acceptance of the Work or any part thereof. Such use shall not negate or change the responsibility of the Contractor to the Owner for satisfactory completion of the Work,nor shall it negate any insurance provisions specified to be carried in full force until the time of acceptance. r. ***END OF SECTION"* qr. SW oink wrr oink AIX Insurance Requirements For City of Renton Please provide this document to your insurance agent The City of Renton requires the industry standard: • $1,000,000 Commercial General Liability,with$2,000,000 in the aggregate �+ • $1,000,000 Auto Liability(Needed if a vehicle will be used in performance of work. This would include delivery of products to worksite) • $1,000,000 Excess Liability(if specified in contract; can be in tandem with CGL) • Proof of Workers' Compensation coverage(provide the number) Requirements unique to the City of Renton: 41. • Name the City of Renton as a Primary and Non-contributory Additional Insured on the policy ,. • Due to a statement found at the upper right of the ACORD form,please provide the endorsement page(s) from the policv(ies), evidencing Primary& Non- contributory coverage "•' • Modify the cancellation clause to state: "Should any of the above described policies be canceled before the expiration date thereof, the issuing company will mail 45 days written notice to the certificate holder to the left."- per RCW 48.18.290. • Put descriptive text of the project in the"Description of Operations"box • The certificate holder should read: a` City of Renton ATTN: {enter your City contact's name here) 1055 South Grady Way Renton,WA. 98057 • For expeditious review and approval,please forward the Certificate of Insurance and pertinent endorsement page(s)to: City of Renton ATTN: Paulie Sulky—HR&RM 1055 South Grady Way Renton, WA. 98057 Direct any questions, comments or concerns to: Paulie Sulky—425.430.7661/desk 425.430.7650/main 425.430.7665/fax .. psulky@ci.renton.wa.us • SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUMMARY OF WORK SECTION 01010 PAGE 1 OF 3 1.01 WORK UNDER THIS CONTRACT A. Scope of Work: The project is to renovate Renton's Fire Station 11. The renovation includes seismic improvements which are funded by a federal grant, and other improvements which are funded locally. The drawings and specifications identify which work is funded by the federal government. The costs for this work shall be bid as a separate line item in the bid forms, and shall be invoiced separately throughout the construction. Bid alternates are described in Section 01030. B. Limitations on Work:The fire station will remain occupied and operational throughout the remodeling. Work in this contract must be phased and arranged to allow operations to continue throughout the construction. The contractor shall make the facility"broom clean"using vacuum cleaners at the end of each working day. The City's Building Department has permanent staff located on the lower floor of the 4111 station. The ceiling is to be replaced in this area. Work shall be scheduled with the City's Project Manager to minimize the impact on continuing staff operations. Access and all utilities must be maintained throughout the construction. Work areas must be protected during construction and debris removed at the end of each work day. All demolition and construction shall be accomplished in shifts of only 4 hours per day, allowing time before and after for City staff to work. imp The station is manned 24 hours a day,every day, by fire fighter personnel. Work shall be scheduled to allow continuous operations. A preliminary schedule is identified below. The City will consider alternate schedules suggested by the successful bidder. Fire department vehicles must be allowed access and egress at all times. All work shall be conducted between the hours of 8:00 am and 6:00 pm, Monday through Friday, except in the event of an emergency or as authorized in writing by the City of Renton. C. Phasing Schedule: Work on the Roof can occur anytime during the contract period, �+ as long as it does not interfere with operations and occupancy. Work within the Apparatus Bays can occur anytime within the contract period, as long as access and egress for the emergency vehicles is maintained. mi Work must be arranged so there are always sleeping arrangements acceptable to the Fire Department for 6 people. rrr Work must be arranged so that a workable kitchen is available for 45 of the 90 calendar days in the contract. +r• One toilet room with shower/s shall be usable at all times without remodeling occurring in that room. D. Overtime: Prior approval in writing from the City's project manager is required for any work outside of normal working hours. Requests for approval shall be submitted at least 48 hours in advance and is subject to the availability of inspectors. Overtime, double-shifting or longer-than-normal single shifts are the decision of the • Contractor and will not be considered reason or justification for extra compensation, unless specifically approved in advance by the Owner; no additional overhead or fee will be allowed by reason of additional shifts or overtime. MS SEISMIC RETROFIT OF RENTON FIRE STATION 11 MIS SUMMARY OF WORK SECTION 01010 PAGE 2 OF 3 E. Start of Work: Note that no work shall be allowed on the site until the approval of a preliminary project schedule per Section 01310. F. No smoking is permitted within 25 feet of the station. G. All work by sub-contractors shall be performed only when the Prime Contractor's competent superintendent is on site to monitor construction. 1.02 SUSTAINABLE DESIGN &CONSTRUCTION A. The Contractor is encouraged to research and select materials, building systems, methods and construction procedures that provide the greatest use of recycled materials,environmentally safe building materials and construction technologies, and to enhance energy efficiency. 1.03 ITEMS PROVIDED BY OWNER „i, A. Contractor Installed: Certain items may be designated on drawings by the abbreviation"FOIC,"meaning"Furnished by the Owner, but installed by this Contractor." Such items will be delivered to the jobsite staging area for consignment to the Contractor. The Contractor shall assume custody and responsibility for same dill after inspecting and determining that they are complete and in acceptable condition for installation. Installation of such items includes uncrating, setting in place, building in, leveling and attaching to building elements as required, making any mechanical or electrical connections, and leaving same completely installed and in operable condition satisfactory to the Architect at the time of acceptance of the project. Acceptance by the Contractor of these items shall assign any applicable warranty to the contractor, the same as if the Contractor furnished the items. B. Reuse: Certain items are identified in the equipment lists as reuse,with the responsibility for moving and installing assigned to the Contractor. The Contractor shall carefully remove and reinstall this equipment per the documents. The Nis Contractor shall examine each piece of equipment with the Owner's Project Manager prior to removal, and the two shall agree in writing on the condition of the equipment. The Contractor shall be responsible for installing the equipment in the same condition as it was in the original location. The Contractor may his option "" substitute new equipment for the old with the prior approval of the Owner's Project Manager. The new equipment shall be of the same or better quality as the old, and the decision to accept this approach shall at the sole discretion of the Owner's Project Manager. C. Other: Other items of equipment or work will be furnished by the Owner or by others and are designated on the drawings by the abbreviations"F10," meaning"Furnished �•• and Installed by the Owner"and"N IC,"meaning"Not in this Contract." 1.04 WORK BY OTHERS A. The Contractor shall work with other contractors independently contracted with the City to provide some improvements. The Contractor shall allow access, cooperate with scheduling, and generally support such independent work at no additional cost to the contract bid price. 11111 SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUMMARY OF WORK SECTION 01010 PAGE 3 OF 3 B. The City may move some equipment onto the site with its own work force. The Contractor shall work with the City to schedule the movement and installation of this equipment, and allow this to happen. ***END OF SECTION*** MEI +rr SEISMIC RETROFIT OF RENTON FIRE STATION 11 SCHEDULE OF VALUES SECTION 01026 PAGE 1 OF 2 11:5 PART 1 -GENERAL NEI 1.01 SUMMARY A. Section Includes: 1. See also General Conditions. 2. Schedule of Values-General Requirements. 2. Content and format. 3. Submittal requirements. 1.02 SCHEDULE OF VALUES-GENERAL REQUIREMENTS A. Maintain Schedule of Values,indicating cost breakdown of Contract Sum. B. Submit,keep current,and use as basis for determining cost value for components of Work for duration of Project. C. Use in determining value of work completed and as basis to support values for Progress payments as required by General Conditions. rr D. The Schedule of Values shall be in two parts. The first part shall include all FEMA funded work. The second part shall include all other work. Each part shall be a standalone Schedule which includes all of the requirements in this Section. w• 1.03 CONTENT AND FORMAT A. The Contractor shall submit a schedule of values,the sum of which is equal to the total Lump Sum price in the bid. The schedule of values shall cover all the work to be performed in the duration of the Contract. The schedule of values shall correspond to the activities on the final accepted construction schedule. B. The approved schedule of values shall be submitted in tabular and computer format(Excel)as part of the construction submittal schedule. C. The Schedule of Values shall serve as the basis for calculating progress payments for non measured items during the Contract work. The Architect and Owner will review and determine acceptability of the items • delineated on the schedule of values. If,in the opinion of the Architect and Owner,the Schedule of Values lacks sufficient detail to calculate progress payments,the Contractor will be required to submit additional detail. Progress payments subsequent to the required submission date for the construction schedule will be withheld until the schedule and the Schedule of Values has been accepted. E. Home office overhead expenses and profit shall be divided among all activities in direct proportion to the cost allocated to that activity. Job overhead expenses shall be assigned to activities whose start and finish dates are consistent with the actual disbursement of the expense(i.e.,prorate supervision expenses,temporary utilities,small tools,etc.)over the total period of the job. Assign cost of bonds,insurance,schedule etc.to appropriate mobilization activities. orr SEISMIC RETROFIT OF RENTON FIRE STATION 11 e" SCHEDULE OF VALUES SECTION 01026 PAGE 2 OF 2 F. The total cost assigned to each activityshall be separated into the followingcategories:9 P 9 Labor Subcontractor e Material Overhead and Profit Equipment Total Cost Support cost values when requested by Architect or Owner. rr G. The Contractor shall limit the cost associated with mobilization to at most 5 percent of the Contract cost. H. The cost associated with demobilization shall be considered incidental to the Contract cost. I. Denote each entry with specification Section number and title as listed by Project Manual,Table of Contents. J. For stored materials on which Progress payments will be requested,break out cost of materials delivered and unloaded with taxes and other fees paid in full,and total installed cost value. K. For each line item of installed value exceeding$20,000,show breakdown by major products or operations under each line item. .y„ L. Round-off figures to nearest dollar amount. 1.04 SUBMITTAL REQUIREMENTS rw A. Submit printed Schedule of Values on Owner approved Application for Payment form as provided by Contractor. B. Submit Schedule for review within 5 days after requested by Owner and prior to submittal of first Application for Payment. MOP C. Submit current Schedule with each Application for Payment. D. Submit Revised Schedule listing approved Change Orders and other modifications to Contract Sum. ***END OF SECTION*** WI arr 111110 me rr SEISMIC RETROFIT OF RENTON FIRE STATION 11 APPLICATION FOR PAYMENT SECTION 01027 idoPAGE 1 OF 2 PART 1 GENERAL 1.01 SECTION INCLUDES A. Submit payment Applications to Architect according to established schedule and in accordance with the ,r, General Conditions. 1.02 RELATED SECTIONS A. Coordinate related requirements specified in other parts of the Project Manual including but not limited to the following: Section 00100 Instructions to Bidders Section 00700 General Conditions of the Contract Section 01026 Schedule of Values Section 01310 Project Schedule Section 01700 Project Closeout Section 01720 Record Drawings rr 1.03 FORMAT AND DATA REQUIRED A. Submit applications in the form required by Owner with itemized data,required certificates and forms attached. 1. Application for Payment form provided by Owner. 2. Use EXCEL PROGRAM AND PROVIDE DIGITAL FILE 3. Record Drawing Receipt form provided by Owner 4. FEMA funded costs to be itemized separately from other costs. 1.04 PREPARATION OF APPLICATION FOR EACH PROGRESS PAYMENT "" A. Application form: 1. Fill in required information. a. Include Change Orders approved prior to Application submittal date. ONO b. Fill in summary of dollar values to agree with respective total indicated on any continuation sheets. c. Sign by responsible officer of Contract firm. d. Sign all copies;no photocopies of signatures permitted. e. Notarize if requested by Owner. B. Continuation Sheets: rr 1. Totally fill in all scheduled component work items. 2. Fill in dollar value in each column for each scheduled line item. a. Round off values to nearest dollar. b. If no work has been performed put 0. c. Percent of work completed to date for each item. d. Percent of work previously completed for each item. e. Value of work completed for each item requested for present month. wr. 3. At end of continuation sheets,list each Change Order approved prior to submission date. a. List by Change Order Number,and description,as for an original component item or work. 4. For Unit Price Items,describe quantity completed to date and quantity previously completed on continuation sheets. C. Record Drawing Receipt: +gar SEISMIC RETROFIT OF RENTON FIRE STATION 11 APPLICATION FOR PAYMENT SECTION 01027 PAGE 2 OF 2 1. Fill in required information. a. Describe Changes to each sheet of drawings during the pay period. ""' b. Sign by responsible officer of firm c. Provide drawings and Form for Architects review and signature on form. 1.05 INITIAL PAYMENT APPLICATION A. The principal administrative actions and submittals which must precede or coincide with the submittal of the first payment application(required submittal times are specified elsewhere in the contract documents),can be summarized as follows,but not necessarily by way of limitation: 1. Listing of subcontractors and principal suppliers and fabricators. 2. Schedule of Values. 3. Progress Schedule. 4. For stored products: a. Identify item as shown on Application b. Describe specific material c. The exact location d. Statement that item is 100%covered by Insurance e. Fumish actual invoices „P f. Furnish bill of sale to the Owner B. Submit one copy of data and cover letter for each copy of Application. "• 1.07 FINAL PAYMENT APPLICATION A. The administrative actions and submittals which must precede or coincide with submittal of the final payment application(as specified elsewhere in the Contract documents),can be summarized as follows,but not necessarily by way of limitation: 1. Completion of project closeout requirements,refer to Section 01700. 2. Completion of items specified for payment application at time of substantial completion(regardless of whether such application was made). 3. Assurance,satisfactory to Owner,that unsettled claims will be settled. 4. Transmittal of required project construction records to Architect. ow 5. Proof,satisfactory to Owner,that taxes,fees and similar obligations of the Contractor have been paid. 6. Removal of temporary facilities,services,surplus materials,rubbish and similar provisions,and final cleaning. 7. Change-over of door locks and other contractor access to Owner's property. 8. Consent of surety for final payment. ®., 1.10 SUBMITTAL PROCEDURE A. Submit Application for Payment at times stipulated in the General Conditions 00700. Allow stipulated time for processing. B. Number: Four(4)copies to Architect. 1. Architect transmits three(3)copies to Owner for processing of Payment,after checking for - accuracy. C. If application is improperly or incorrectly executed,an annotated copy will be returned for NEW • SUBMITTAL. ***END OF SECTION*** woo SEISMIC RETROFIT OF RENTON FIRE STATION 11 410 BASIC BID AND ALTERNATES SECTION 01030 PAGE 1 OF 1 ow 1.01 INTENT A. It is the intent of the Owner to award a contract for the construction of the project,complete, as shown on the los drawings and specified herein;however,the necessity of obtaining bids that will allow the maximum amount of construction within a fixed budget requires the following alternate proposals. The Owner reserves the right to reject any or all of the bids,or to accept the Basic Bid and any of the Alternates. ow 1.02 DESCRIPTION OF BASIC BID A. The Basic Bid shall be provided in two parts. The First Part shall be for FEMA funded seismic improvements. It shall include all labor,materials,services and incidentals necessary for the completion of the FEMA funded portions of the project as shown on drawings and specified herein, including materials,construction,equipment and labor. It shall include all overhead and profit for those portions of the work identified as FEMA. The Second Part shall include all other work shown in the documents. It shall include all labor, materials,services and incidentals necessary for the completion of the project as shown on "° drawings and specified herein,including materials,construction,equipment and labor included in the Deductive Alternates. It shall include all overhead and profit associated with this work. ir. 1.03 DESCRIPTION OF ALTERNATES A. Each Bidder shall include with his proposal,in spaces provided therefore in the"Form of Bid," alternate proposals for deleting materials or construction to the Basic Bid. The alternate proposal figure shall indicate the difference in price,or the amount to be deducted from the Basic Bid for the complete construction or installation of the work included in the alternate bids;alternate bids shall include costs of all adjustments in the work of all trades made necessary by such alternate construction. B. Deductive Bid Alternate No.1:State the amount to be subtracted from the Basic Bid for eliminating all work in room 113,the small toilet and shower room,as shown on sheet A7,detail 5. C. Deductive Bid Alternate No.2:State the amount to be subtracted from the Basic Bid for eliminating the computer counter,as shown on sheet A5,detail 11. o.r D. Deductive Bid Alternate No.3: State the amount to be subtracted from the Basic Bid for eliminating the new sink and fixtures in room 124,the apparatus room,designated as S-2 in the mechanical plans,as shown on sheet M2.1 E. Bid Alternate No.4: State the amount to be subtracted from the base bid for eliminating the bidder designed awning shown on sheet A5,detail 2. wor F. Bid Alternate No.5: State the amount to be subtracted from the base bid for not replacing the suspended ceilings in Areas B and C,as shown on sheet FA2. This amount would include the cost of demolition and construction. It would include the costs of new fire stops above the ceilings. oo G. Bid Alternate No.6: State the amount to be subtracted from the base bid for not replacing the10 roof mounted exhaust fans,shown on sheets FA-1,M2-1,and E-2,and in the Existing Exhaust Fan Schedule on sheet M2-1. 'END OF SECTION* r .r - SEISMIC RETROFIT OF RENTON FIRE STATION 11 CHANGE ORDER PROCEDURES SECTION 01036 PAGE 1 OF 3 PART 1 GENERAL 111, 1.01 SUMMARY A. Promptly implement approved change order and field order procedures as follows: wr,, 1. Provide full written data required to evaluate changes. 2. Maintain detailed records of work done on a time-and-material/force account basis. 3. Provide full documentation to Owner on request. 4. A change or substitution of any subcontractor listed on the Proposal shall be subject to the prior approval of the Owner and shall be confirmed with a no-cost change order. 1.02 RELATED SECTIONS A. Coordinate related requirements specified in other parts of Project manual,including but not limited to following: 1. Section 00700 General Conditions of the Contract 2. Section 01027 Applications for Payment to 3. Section 01630 Substitutions and Product Options 4. Section 01700 Contract Closeout ,r, B. Designate in writing the names of authorized members of Contractor's organization who accept changes in the Work,and are responsible for informing other workers of the authorized changes. 1.03 DEFINITIONS I- A. Change Order:A written instrument prepared by the Owner,and signed by the Owner and Contractor stating their agreement upon all of the following: 1. a change in the Work 2. the amount of the adjustment in the contract sum,if any 3. the extent of the adjustment in the contract time,if any. B. Change Proposal:When signed by Contractor,Architect and Owner authorizes Contractor to proceed with a change altering contract sum or time,and its provisions are to be included in a subsequent change order. r„ C. Architect's Field Directive:This is a written order,comprising instructions,or interpretation,signed by Architect making minor changes in the work but involving a change in Contract sum or Contract Time. If the change involves no change in Contract Sum or Contract Time,then the Field Directive shall so state and the Contractor shall sign to document agreement. 1.04 PRELIMINARY INITIATION/CHANGES wr A. The Owner's Representative will issue a detailed description of the proposed changes in the work that may require adjustment to the Contract Sum or the Contract Time on the Change Proposal form. Proposal will include; 1. Detailed description of Change,Products,and location of change in Project. 2. Supplementary or revised Drawings and Specifications. 3. Projected time span for making change. a. Statement as to whether overtime work is,or is not,authorized. wr 4. A specific period of time during which requested price will be considered valid. 5. Such request is for information only,and is not an instruction to execute changes or to stop Work in progress. 1111 B. Contractor may initiate changes by submitting a written Change Proposal to the Owner's Representative, including: '■� SEISMIC RETROFIT OF RENTON FIRE STATION 11 CHANGE ORDER PROCEDURES SECTION 01036 1116 PAGE 2 OF 3 1. Description of proposed changes. 2. Reason for making changes. 'IP 3. Effect on Contract Sum and Contract Time. 4. Effect on work of separate Contractors. 5. Documentation supporting any change in Contract Sum or Contract Time,as appropriate. VW 6. Architect shall incorporate the above into a Change Proposal. C. Upon receipt of Request for Change Proposal from Architect,Contractor shall submit Change Proposal to Architect within ten calendar days,unless otherwise stated in the Request for Change Proposal. two 1.05 CONSTRUCTION AUTHORIZATION was A. Approval of Change Proposals indicated by Owner representative's acceptable signature and corresponding date in authorization section is required to contractor to proceed with a change for subsequent inclusion in Change Order. B. If the Owner disapproves proposal,he/she will also state reason for disapproval,indicating if a revised proposal is ' o requested or if the proposal is to be canceled,by separate correspondence. 1.06 DOCUMENTATION OF PROPOSALS A. Support each lump-sum proposal quotations,and each unit price(not previously established)with sufficient substantiating data to allow review and approval. B. On request provide additional data to support time and cost computations: ti) 1. Labor required. 2. Equipment required. 3. Products required. a. Recommended source of purchase and unit cost. b. Quantities required. 4. Taxes,insurance,and bonds. MN 5. Documented credit for work deleted from Contract. 6. Overhead and profit. 7. Justification for any change in Contract Time. ilrr C. Support each request for additional costs,and time-and-material/force account work with documentation,as required for lump-sum proposal. Include additional information. "' D. Document requests for substitutions for Products as specified in Section 01630. 1.07 PREPARATION OF CHANGE PROPOSALS A. Architect will prepare Requests for Change Proposals using the Change Proposal Form. Requests for Change Proposals will be numbered consecutively beginning with CP-1. " B. Form: To be supplied by the Architect. C. Request for Change Proposal describes Work changes,additions,and deletions,with attachments of revised Contract .w Documents to define change details. D. The Contractor shall respond with a proposal on the Change Proposal Form. 1.08 PREPARATION OF ARCHITECT'S FIELD DIRECTIVES r. r.. ,.. SEISMIC RETROFIT OF RENTON FIRE STATION 11 CHANGE ORDER PROCEDURES SECTION 01036 01) PAGE 3 OF 3 A. Architect will prepare Architect's Field Directives numbered chronologically beginning with AFD-1. • B. Form: To be supplied by the Architect. C. If the Contractor is not in agreement to the changes to the contract sum or contract time described in the AFD,the Contractor shall so state on the ADF form requesting adjustments in the contract sum and/or time. 1.09 CHANGE ORDER EXECUTION PROCEDURE A. Change Orders provide accounting of any Contract Sum and Contract time adjustment. B. Content of Change Orders will be based on completion of Change Proposal and Field Directives,including Owner's approval. C. Change Orders will be prepared monthly prior to progress payment submittal or at such intervals as the Architect deems most practical and will be numbered chronologically. 1111* D. Several Change Proposals and Architect's Field Directives may be grouped into a single Change Order. „„ E. The Architect shall prepare the Change Order and provide three copies to the Contractor for his/her agreement and signature. The Contractor shall return all three signed copies to the Architect. F. Upon signature and execution for the Owner,the Change Order becomes part of the contract documents and alters the contract time and sum. 1.10 CORRELATION WITH CONTRACTOR'S SUBMITTALS A. Periodically revise Request for Payment forms to record each change as a separate item of Work. Record adjusted Contract Sum. B. Each month revise Progress Schedule reflecting each change in Contract Time. 1. Show schedule changes for all items of work affected by changes. C. Upon completion of work under Change Order,enter pertinent changes in Record Documents. 1.11 DISTRIBUTION A. Architect will Send copies to all concerned parties. 1. Change Orders: a. Three copies to Owner .,. b. Upon authorization,Owner transmits one signed copy each to Contractor and Architect. 2. Change Proposal: a. Distribution of copies: 1) One to Owner vow 2) One to Contractor 3) One to Architect 3. Field Directive: ir. a. Distribution of copies: 1) One to Owner 2) One to Contractor • 3) One to Architect "*END OF SECTION*** SEISMIC RETROFIT OF RENTON FIRE STATION 11 COORDINATION SECTION 01040 PAGE 1 OF 3 PART 1 -GENERAL 1.1 RELATED DOCUMENTS Oil A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY rr�r A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including,but not necessarily limited to,the following: 1. General project coordination procedures. 2. Coordination Drawings. 3. Administrative and supervisory personnel. 4. Cleaning and protection. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Project Meetings" for progress meetings, coordination meetings, and pre-installation conferences. 2. Division 1 Section"Submittals"for preparing and submitting the Contractor's Construction Schedule. 3. Division 1 Section"Contract Closeout"for coordinating contract closeout. 1.3 COORDINATION A. Pre-installation Coordination of Mechanical,Electrical,and Equipment components. 1. At the beginning of the work, and before any installation takes place,the Contractor shall schedule one or more meetings to be attended by the mechanical, electrical, framing and roofing subcontractors, and by the mechanical and electrical engineers, the Owner's Project Manager and the architect. The purpose of the meetings is to coordinate exact installation of components, to identify potential conflicts and to avoid conflicts,to establish which component takes precedence in location both vertically and horizontally,and to agree on sequence of construction and installation. Any revisions to shop drawings made necessary by wrr these meetings shall not result in any increase in cost to the Owner. Any conflicts which occur because these meetings were not scheduled and held shall be resolved at the direction of the architect at no additional cost to the Owner, even if work already in place has to be N removed and replaced. B. Coordinate construction operations included in various Sections of these Specifications to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation,connection,and operation. 1. Schedule construction operations in the sequence required to obtain the best results where installation of .r one part of the Work depends on installation of other components,before or after its own installation. 2. Coordinate installation of different components to assure maximum accessibility for required maintenance, service,and repair. 3. Make provisions to accommodate items scheduled for later installation. C. Where necessary,prepare memoranda for distribution to each party involved,outlining special procedures required for coordination. Include such items as required notices,reports,and attendance at meetings. SEISMIC RETROFIT OF RENTON FIRE STATION 11 COORDINATION SECTION 01040 PAGE 2 OF 3 1. Prepare similar memoranda for the Owner and separate contractors where coordination of their work is required. 'g" D. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include,but are not limited to,the following: 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. Project closeout activities. E. Conservation: Coordinate construction operations to assure that operations are carried out with consideration given to conservation of energy,water,and materials. 1. Salvage materials and equipment involved in performance of,but not actually incorporated in,the Work. F. Owner Fumished Contractor Installed Items: Contractor to schedule delivery of Owner furnished items and to coordinate all work necessary for final installation. Provide all blocking, electrical, mechanical and plumbing "'r connections as required for complete installation. rtr• 1.4 SUBMITTALS tio A. Coordination Drawings: Prepare coordination drawings where careful coordination is needed for installation of products and materials fabricated by separate entities. Prepare coordination drawings where limited space availability necessitates maximum utilization of space for efficient installation of different components. 1. Show the relationship of components shown on separate Shop Drawings. s"" 2. Indicate required installation sequences. 3. Comply with requirements contained in Section"Submittals." B. Staff Names: Submit a list of the Contractor's principal staff assignments, induding the superintendent and other personnel in attendance at the Project Site. Identify individuals and their duties and responsibilities. List their addresses and telephone numbers. List emergency phone numbers. r 1. Post copies of the list in the Project meeting room, the temporary field office, and each temporary telephone. PART 2-PRODUCTS(Not Applicable) sae PART 3-EXECUTION 3.1 GENERAL COORDINATION PROVISIONS A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering r.. completed construction for that purpose. m•» SEISMIC RETROFIT OF RENTON FIRE STATION 11 COORDINATION SECTION 01040 PAGE 3 OF 3 3.2 CLEANING AND PROTECTION A. Clean and protect construction in progress and adjoining materials in place,during handling and installation. Apply so protective covering where required to assure protection from damage or deterioration at Substantial Completion. B. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of Pal the construction period. Adjust and lubricate operable components to assure operability without damaging effects. C. 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. Where applicable,such exposures include,but are not limited to,the following: 1. Excessive static or dynamic loading. 2. Excessive internal or external pressures. 3. Excessively high or low temperatures. 4. Thermal shock. i, 5. Excessively high or low humidity. 6. Air contamination or pollution. 7. Water or ice. 8. Solvents. """ 9. Chemicals. 10. Light. 11. Soiling,staining,and corrosion. rr• 12. Combustion. 13. Electrical current. f 14. High-speed operation. 15. Improper lubrication. 16. Unusual wear or other misuse. 17. Contact between incompatible materials. 18. Destructive testing. tor 19. Misalignment. 20. Excessive weathering. 21. Unprotected storage. .fir 22. Improper shipping or handling. 23. Theft. 24. Vandalism. r. ***END OF SECTION**" Mill .r. al 1110 INS ON am SEISMIC RETROFIT OF RENTON FIRE STATION 11 ABBREVIATIONS SECTION 01070 4111 PAGE 1 OF 2 PART1 GENERAL " ` A. The following abbreviations are used on the drawings. The list may not be all inclusive. Notify the architect and request a clarification if an abbreviation does not appear on this list,or is used on the drawings in a manner inconsistent with the following definitions. wr A/C Asphaltic Concrete F/FIN Finish AC Acoustic Ceiling Tile FD Floor Drain „w„ ACOUS Acoustical FDC Fire Connection ACT Acoustical Ceiling Tile FDN Foundation AFF Above Finished Floor FE Fire Extinguisher AH Air Handler FEC Fire Extinguisher with cabinet um ATB Asphalt Treated Base FES Fire Extinguisher with sign FF Finished Floor(Elevation) BD Board FIO Furnished and Installed by Owner so BLDG Building FLR Floor BM Beam FOIC Furnished by Owner,Installed by Contractor BOTT Bottom FTG Footing so BR Backer Rod B/T Between G/GA Gauge GALV Galvanized "w" CAB Cabinet GL Glass or Grid Line CB Catch Basin GWB Gypsum Wall Board CIP Cast In Place CL Center Line HB Hose Bib CLG Ceiling HD Head CMU Concrete Masonry Unit HM Hollow Metal w COL Column HT Height CONC Concrete CONT Continuous ID Inside Diameter or CNTR Counter INSUL Insulation or Insulated CPT Carpet L Louver DD Diameter Distance LAM Laminate so DET/DTL Detail LAV Lavatory DF Drinking Fountain LIN Linoleum DIA Diameter LIN T Linoleum Tile so DIM Dimension LF Light Fixture DN Down DP Dimension Point M Men OW DR Door MAX Maximum DS Downspout MB Metal Building MBI Metal Building Insulation 'r" EA Edge of Asphalt MDO Medium Density Overlay Plywood EA WY Each Way MECH Mechanical EJ Expansion Joint MFG Manufacturer reELEC Electrical MFR Manufacturer EL(EV) Elevation MIN Minimum ELEV Elevator MP Metal Panels wrr ear SEISMIC RETROFIT OF RENTON FIRE STATION 11 ABBREVIATIONS SECTION 01070 ID PAGE 2 OF 2 EQ Equal MTL Metal EQUIP Equipment r. EXIST Existing NIC Not In Contract me EXP Expansion NO Number EXT Exterior OC On Center 401 OD Outside Dimension STL Steel OH Overhead STRUCT Structural SUSP Suspended 1"" PERF Perforated SW Storm Water PL Property Line or Plate PLAM Plastic Laminate T Tread r PLYWD/PLWD Plywood TH Thick PSE Puget Sound Energy TOF Top of Footing PT Paper Towel Dispenser TOW Top of Wall — TP Toilet Paper Dispenser R Resilient or Riser TSC Toilet Seat Cover RAD Radius TYP Typical VP REIC Reused Equipment Installed by Contractor RET Retaining UNO Unless Noted Otherwise ,jo REQD Required REQMTS Requirements W Women R MAT Rubber Mat W/ With RM Room WASH Washer WC Water Closet .. SH Shower WDO Window SIM Similar WP Waterproofing SHT Sheet WR Waste Receptacle rer SHWR Shower SND Sanitary Napkin Disposal WRC Water Repellent Coating SPEC Specifications — SS Service Sink,Sanitary Sewer or Stainless Steel YD Yard Drain SSTL Stainless Steel ww **END OF SECTION** UV OM • VII am um. SEISMIC RETROFIT OF RENTON FIRE STATION 11 PROJECT MEETINGS SECTION 01200 PART 1 PAGE 1 OF 2 EN G ERAL ror 1.01 RELATED DOCUMENTS A. Section 01040 Coordination 1.02 PRE-CONTRACT MEETING A. After opening of Bids and before the signing of the Contract,the successful Bidder shall meet with the Owner and the 401 Architect within 10 days of bid opening to coordinate the Progress Schedule and to discuss other requirements that may be of concern to any of the parties involved. AIM 1.03 PRE-CONSTRUCTION CONFERENCE MEETING A. Owner will schedule and conduct a meeting prior to start of construction. 1. Owner will provide meeting location at a central site,convenient for all parties. Attendance is required of the following: a. Contractor's Superintendent and Project Manager. b. Major Subcontractors. m.. c. Others,as appropriate. B. This meeting is to review Contract administration requirements,preparing the way for commencement of the Work. 1. Agenda: a. Owner will discuss pertinent detail information paralleling Project Manual requirements such as: 1) The Work 2) Work Sequence,phasing,and coordination with others. 3) Your use of the premises 4) Special project procedures 5) Procedures and processing a) Field decisions aim b) Proposal requests c) Submittals d) Change Orders top e) Application for Payment f) Other 6) Record Documents 7) Construction facilities,controls,and constructive aids '"` 8) Temporary facilities 9) Security procedures 10) Safety and first-aid procedures 11) Housekeeping procedures 12) CONDITION AND ACCEPTANCE OF THE SITE 13) Other '•` b. Contractor will present and distribute information indicating: 1) List of major subcontractors and suppliers 2) Tentative construction schedule .. 3) Schedule of values c Wage Rate Contract Requirements 1) Wages and reporting requirements • 2) Other 2. Minutes: At the conclusion of the meeting the Architect will write and distribute notes to all parties in tax attendance. •.. SEISMIC RETROFIT OF RENTON FIRE STATION 11 PROJECT MEETINGS SECTION 01200 4i1PAGE 2 OF 2 1.04 PROGRESS MEETINGS lot A. Architect will schedule and administer progress meetings,and specially called meetings throughout work progress. 1. Prearrange weekly meeting time and day. amp2. Make physical arrangements for meetings. 3. Preside at meetings. 4. Architect will record minutes;include all significant proceedings,decisions,and summarize questions raised. 5. Architect will reproduce and distribute copies of minutes within three days of each meeting to: a. all meeting participants b. all parties affected by decisions B. Persons to Attend 1. Owner's representative,and the Architect. 2. The Contractor and any subcontractors,material men,or vendors whose presence is necessary or requested. wr C. Agenda shall be as follows: 1. Review and approve minutes of previous meeting. 2. Construction schedule and progress of work. 3. Submittals. 4. Contract Modifications. 5. Design/Construction issues. "" 6. Miscellaneous information. 4410 D. Meetings will be held weekly. '*"END OF SECTION' rr .r wit ww WW • 4- "'r SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUBMITTALS SECTION 01300 PAGE 1 OF 2 PART 1 GENERAL 1.01 REQUIRED SUBMITTALS A. Scope: Certain items of materials and equipment described in the technical specifications may require the submission of shop drawings,samples,more detailed data,or certifications of conformance with standards ,,., prior to their fabrication,ordering or installation. Such submittals are required by the General Conditions and requirements are as follows: 1. Identification of Submittals—Identify each submittal with the Architect's job title and job number as well as clearly defining the locations of installation of the submitted work. 2. Identify each submittal with a sequential submittal number. The first submittal will be SB-1. 3. Timing of submittals--Transmit each submittal to the Architect in ample time for his review, checking for conformance and approval. "w 1.02 SHOP DRAWINGS AND SCHEDULES A. General: Check and verify all field measurements and conditions and incorporate on drawings; ®r submit drawings with such promptness,as to cause no delay in the work of any trade. B. Form: Submit schedules and shop and/or setting drawings in the form of four sets of copies. The Architect will check and approve for conformance with the design concept of the project and for compliance with the contract documents,only;and return it to the Contractor. If approved,2 copies will be retumed;distribute prints to all concerned trades as required by the prosecution of the work. C. Resubmittals:Major deviations from design concepts and the contract documents will require complete resubmittal. If resubmittal is required,correct drawings and resubmit in same form as before;resubmit within 15 days. The Architect will check resubmittals as before and will return ■. the transparency,if approved. Submit and distribute prints as specified hereinbefore. 1.03 ARCHITECTS APPROVAL .rr The Architect's approval of shop and/or setting drawings does not relieve the Contractor from his responsibility for compliance with the contract documents. Such approval means that the Architect has reviewed the submittal and finds it compatible with the design concept of the project and generally in compliance with the contract documents;approval shall not imply that the Architect has checked for quantities,space requirements,coordination with other trades,union jurisdictions,infringements of patent rights,or possible cause of injury to persons and property. .r 1.04 REQUIRED DEVIATIONS FROM CONTRACT DOCUMENTS Where minor deviations from the drawings or specifications are required for purpose of fabrication or .r. installation,such deviations shall be called to the Architect's attention,in writing,at the time of submittal and his written approval of the deviation obtained. +�• 1.05 CATALOG CUTS&PRODUCT DATA Where noted in the technical specifications,catalog cuts and similar data will be accepted in lieu of shop • drawings,provided they contain required information and are clearly printed.Where catalog cuts are allowed, submit four copies and obtain approval. a•+ SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUBMITTALS SECTION 01300 PAGE 2 OF 2 1.06 SAMPLES AND MOCKUPS "■' A. General: Samples and mockups of certain materials and equipment are required by the technical specifications for purpose of finish coordination,color and finish selection,and verification of compatibility with other materials. B. Form: Submit samples in as nearly the form in which the material will appear on the project,i.e., submit paint specified as a finish. Sizes of samples or mockups required for various materials are noted in the technical specifications. C. Approval:The Architect will check submitted samples against file samples and contract requirements,will make final selection of colors and finishes from samples,and will approve ,,,,, sample for application on the project in conformance with the specification. Should a submitted sample not be in conformance with required finishes,resubmit sample which conforms with requirements of Contract. 1.07 CERTIFICATES OF COMPLIANCE As a means of quality control for the project,the submission of affidavits certifying compliance with these „p„ specifications or with standard specifications are required by the technical specifications. 1.08 LIST OF MATERIALS Not later than 10 days from the Contract date,and before orders are placed,the Contractor shall submit a list of all products proposed for installation,including the name of the manufacturer of each,for approval by the Architect. The list shall be tabulated by,and be complete for,each specification section. Where applicable,subcontractors'names shall be included in such list. 1.9 MATERIAL ORDERS Not later than 10 days after the List of Materials has been approved by the Architect,the Contractor shall submit a letter from each subcontractor who in the process of executing his Contract must order materials, stating that materials have been ordered,giving the manufacturer's estimated shipping date and/or the ,r,,, expected date of arrival of said materials. Provision for the above shall be included in all subcontracts. 1.10 COST BREAKDOWN "' Submit on a form suitable to the Architect a cost breakdown prior to making application for the first monthly partial payment. Subdivisions of the work shall conform to the specification sections listed herein. Include "Project Mobilization"and"Project Closeout"as discrete items in the breakdown. 1.11 LIST OF SUBCONTRACTORS Submit a list of subcontractors proposed for the principal parts of the work prior to making application for the first monthly partial payment. Along with each subcontractor name should be included a mailing address, business phone number,email address, fax phone number,project superintendent name,and emergency phone number for non-working hour communication. ***END OF SECTION" • r.. SEISMIC RETROFIT OF FIRE STATION 11 CONSTRUCTION SCHEDULE SECTION 01310 PAGE 1 OF 3 PART 1 GENERAL 1.01 RELATED DOCUMENTS •• A. Section 00700 General Conditions of the Contract B. Section 01027 Application for Payment C. Section 01300 Submittals 1.02 GENERAL A. The construction of this project shall be planned and recorded with a conventional Critical Path Method (CPM)schedule. The schedule shall be used for coordination,monitoring,and payment of all work under the contract including all activity of subcontractors,vendors,and suppliers. B. All costs incurred by Contractor in preparing the schedule shall be borne by the Contractor as a part of tiro its responsibility under this contract. C. The schedule shall be used as a basis for evaluating pay requests. A current schedule shall accompany each monthly pay request,or the request will not be accepted. D. The Contractor shall utilize the most recently approved detailed Construction Schedule in planning, scheduling,coordinating,performing,and controlling work under this Contract(including all activities of subcontractors,equipment vendors and supplier,and scheduling the delivery of"Fumished by Owner, Installed by Contractor"(FOIL)items). E. The Owner's review and approval of schedules shall not constitute approval or adoption by the Owner of the Contractor's proposed methods. F. Revise progress schedules monthly. 1.03 FORM OF SCHEDULES ... A. The Schedule shall be a computerized CPM schedule that includes the order,sequence,and interdependence of all significant work items including construction;procurement,fabrication,and delivery of critical or special materials and equipment;submittals and approvals of critical samples,shop drawings,procedures,or other documents that could have a schedule impact. amp 1) The number of activities shall be adequate to explain the various stages of construction. VOW 2) The duration of each activity shall not exceed 15 days without the approval of the owner. 3) The schedule shall be accompanied by a narrative that explains the basis for the Contractor's construction logic and estimated durations and man-hours. 4) The contract schedule shall be prepared to include the data for the total contract and the critical path shall be identified,including critical paths interim completion dates. • ... SEISMIC RETROFIT OF FIRE STATION 11 CONSTRUCTION SCHEDULE SECTION 01310 PAGE 2 OF 3 ,r. 5) At a minimum the project schedule shall include: a. Date of Notice to Proceed; b. Substantial completion and preliminary punch list c. Final Inspection and Punch List d. Final completion e. Float Time f. Activities(resources,durations,individual responsible for activity,early starts,late starts,early finishes,late finishes,etc.) g. Shop drawings and submittals,noting when approvals are necessary h. Work activities �• i. Material ordering and delivery to job site j. Testing k. Utility Shutdowns; I. Interrelationships and dependence of activities; m. Planned vs.actual status for each activity; B. The Contractor may substitute a simple electronic based bar chart schedule for the CPM schedule if the bar chart - can, in the opinion of the Owner's Representative, adequately address the schedule elements described as required in the CPM. 1.04 EARLY WORK SCHEDULE A. The Contractor shall submit an Early Work Schedule at the pre-construction conference,covering the first 60 days of the contract period,and complying with requirements set forth in paragraph 1.03. This schedule shall provide a detailed breakdown of activities scheduled for the project and shall include mobilization,submittal,procurement,and construction. The Contractor shall revise this schedule as necessary in order to get the Architect's approval. B. No contract work may be pursued at the site without an approved Early Work Schedule. 1.05 COMPREHENSIVE AND COMPLETE CONSTRUCTION SCHEDULE A. Within 7 calendar days of the Notice to Proceed,the Contractor shall submit for the Owner's approval a .w detailed schedule for the entire contract period,complying with the requirements in paragraph 1.03. 1.06 SCHEDULE UPDATES AND PROGRESS PAYMENTS A. Job site progress meetings will be held by the Owner,Architect,and Contractor for the purpose of updating the project work schedule and determining the appropriate amount of partial payment due the Contractor. Progress will be reviewed to verify finish dates of completed activities,remaining duration of the completed activities,and any proposed logic and/or time estimate revisions. The Contractor will adjust the schedule to reflect the agreed upon changes. The updated schedule is a prerequisite to the submittal of the contractor's application for progress payment. 1.07 SCHEDULE CHANGES A. The Contractor will revise the schedule for the following:delay in completion of any critical activity; actual prosecution of the work which is,as determined by the Owner,significantly different than that represented on the schedule;or the addition,deletion,or revision of activities required by contract modification. The contract completion time will be adjusted only for causes specified in this contract. SEISMIC RETROFIT OF FIRE STATION 11 CONSTRUCTION SCHEDULE SECTION 01310 PAGE 3 OF 3 B. The Contractor's request to change the schedule shall be accompanied by a narrative description of the reason for the change request. C. If any part of the work falls behind schedule,the Contractor shall demonstrate to the Architect how the .,� work can be rescheduled to meet contract completion date. 1.08 CONTRACT EXTENSIONS A. If the Contractor seeks a time extension of any milestone or completion date,it shall furnish documentation as required by the Owner to enable the Owner to determine whether a time extension is appropriate under the terms of the contract. B. As determined by CPM analysis,only delays in activities which affect milestone dates or contract completion dates will be considered for a time extension. The Contractor acknowledges and agrees that delays in work items,which according to the schedule analysis do not affect any milestone completion dates or the contract completion date shown on the CPM network at the time of the delay,will not be the basis for a contract extension. NW ""END OF SECTION'** 111 NMI NW .�r • _+. SEISMIC RETROFIT OF RENTON FIRE STATION 11 INSPECTIONS&TESTS SECTION 01400 411. PAGE 1 OF 2 PART 1 GENERAL 1.01 SCOPE A. Special inspection and laboratory services,when obtained by the Owner,are solely an assurance that Contract - Documents provisions are met. Where results of Owner-procured tests and inspections are made available to the Contractor,the Owner does so as a convenience only,and in no way is this act to be construed as relieving the Contractor of his obligations to provide materials and workmanship in accordance with the specifications. B. Special Inspection requirements are shown on the structural sheets. 1.02 COSTS A. The Owner will engage and pay professional inspection and laboratory personnel for the inspection and testing of certain parts of the Work as listed hereinafter or as may be directed. aso B. When the initial testing,or inspection shows that work does not meet the standards required by the Contract, or that workers do not have the certifications required in the Contract,and when this results in the need for additional testing,then the Contractor shall pay the total cost of additional testing. amp C. When testing or inspection shows that work does not meet the standards required by the Contract,and this requires additional time to be spent by the Owner or the Architect,the Contractor shall pay the full costs so incurred. 1.03 AUTHORITY OF INSPECTORS A. Inspectors have full authority to see that work is performed in accordance with specifications and the directions of the Architect. In the event that unforeseen circumstances or conditions develop which he deems hazardous to the safety of personnel or property,he may stop the work and make an immediate report to the Architect. 1.04 CONTRACTOR'S RESPONSIBILITY Imo A. Schedule: Lay out and plan Work so that parts of the work requiring special inspection and laboratory testing are available to such personnel and that times are allowed for their inspection and evaluation. B. Notification: Notify Owner and Architect at least 48 hours before inspection will be required. C. Access: Furnish access and arrange for inspection and testing personnel to have free access to the parts of +� the Work for which they have evaluation responsibility. Furnish records and drawings or data as may be required by testing and inspection personnel for the performance of their duties. r, D. Defective Work: Remove and replace or remedy to bring into conformance with the contract documents any materials and work found defective by testing and inspection personnel at no additional cost to the Owner. If defective work is discovered by testing and inspection personnel,the Contractor shall bear all associated costs of additional required testing and architectural services. aro 1.05 SUBMITTALS 410 A. Reports: Address 1 copy to Contractor;address 3 copies to Architect. 2/8/2009 2:30 PM rr SEISMIC RETROFIT OF RENTON FIRE STATION 11 INSPECTIONS&TESTS SECTION 01400 PAGE 2 OF 2 B. Laboratory Reports: In all reports include description of weather or climatic conditions pertinent to the report, date and time,identification of portion of work covered by report,name of inspectors or testers,and analysis "" of cause in case of test failure. C. Site Reports: Submit"Inspection at Site"reports;include pertinent data on weather,condition of work,and .rff evaluation,consolidation methods,and finishes. 1.06 DUTIES OF INSPECTORS&TESTING SERVICES A. General: Inspection and testing services will be engaged for the checking and testing of the following phases of the Work. " B. Structural 1.Per the structural drawings. WO C. Masonry D. Installation of Roof and Flashing 'o` 1.07 DUTIES OF LABORATORY A. Submit reports promptly. Test and obtain certifications for tests of structural components as described +�• hereinbefore. ***END OF SECTION*** air +yrr NNW • aw 2/8/2009 2:30 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONSTRUCTION FACILITIES SECTION 01500 PAGE 1 OF 3 PART IGENERAL 1.01 SCOPE A. The Owner will provide utilities,a staging area,and an office space for use by the Contractor. B. The Contractor shall provide all connections to utilities,and other temporary facilities necessary for the use of the personnel and equipement employed on the site in addition to those items that the Contractor will require for his own operations. rn 1.02 COORDINATION WITH WORK OF OTHER TRADES A. Schedule the furnishing and installation of all temporary construction and facilities with work of all trades. Coordinate construction with installation and connection of electricity and mechanical services,and with approved Progress Schedule. 1.03 INSTALLATION A. Immediately after receipt of the"Notice to Proceed,"provide temporary services,utilities and construction for ,. use and convenience of all those engaged on the Work. Locate all temporary facilities where directed by the Architect;move to other locations if circumstances develop during construction requiring same. .r. 1.04 WORK AREA A. The Contractor shall confine operations and storage to the work area or designated staging area. 1.05 SITE MAINTENANCE A. Good Housekeeping,Generally: The location and the existing activities on the site demand that efficiency and order be maintained within the Contract limits area. Store all materials and equipment neatly until they are either installed or in use. The appearance and condition of the site will be inspected at various times during the construction period. B. Trash Removal: Remove all trash and debris from the site daily;dispose of at Contractor's expense. Allow no debris,broken or open cartons,or other refuse to collect in the project or around. Allow no flammable materials or other hazardous materials to be stored on the site without proper fire protection procedures and methods as approved by City. C. Street Cleaning: The Contractor shall clean all streets,roadways,and appurtenances including sidewalks of all debris and materials which is dropped or otherwise deposited thereon as a result of the Contractor's operations. Cleaning shall occur daily,or at such other times as deemed necessary by the Architect to insure safety to the public. Immediately clean all spilled materials which results from the work of this Contract and waste hauling operations. Use motorized equipment or hand labor as required. Remove from streets in time to prevent such materials from affecting other traffic or clogging street drainage systems;clean any drains thusly contaminated. Surfaces shall be left"broom clean." In case of dispute,the Owner will pay third parties to perform the work, and charge costs to the Contractor. 1.06 TEMPORARY UTILITIES A. Electrical Power: Contractor may utilize power from existing on site sources as they are available and appropriate. Contractor is responsible for connections for providing temporary power for operation of small SEISMIC RETROFIT OF RENTON FIRE STATION 11 AIM CONSTRUCTION FACILITIES SECTION 01500 PAGE 2 OF 3 equipment and tools,for lighting,for testing,and for all other construction related needs. All costs of temporary ry transformers,cable,installation and removal at the completion of work shall be paid by the Contractor. All +�. temporary equipment shall be installed and maintained in accordance with all applicable safety regulations and subject to approval by the Owner. B. Temporary Lighting: The Contractor shall provide and maintain temporary interior lighting for all interior spaces NMI of the project as necessary for safe levels of lighting,adequate for the work tasks to be performed. Provide security lighting as appropriate to provide general illumination of the work area during nighttime hours. Temporary exterior lighting must be approved by the owner. C. Water: Water for construction purposes will be available from on site fire hydrants and hose bibs. Contractor must follow normal City regulations for use of this water,and pay all normal costs. A fire hydrant use permit is required,and the Contractor must rent a double check valve assembly and meter from the City. Contractor shall be responsible for providing water where existing installations are not available. All costs of temporary piping including pressure reducing stations,removal of piping and restoration of Owner's utilities at the completion of the Work shall be paid by the Contractor. Piping of temporary water service shall not exceed the capacity of the aro Owner's system and shall be limited to 1-1/2"pipe size. 1.07 SANITARY FACILITIES A. Drinking Water: Connection will be allowed to existing facilities at the site. B. Toilets:Contractor may use existing facilities on site. 1.08 CONSTRUCTION AIDS A. General: It is the Contractor's responsibility to provide all incidental and mobile equipment required for the efficient prosecution of the Work in accordance with the approved Progress Schedule including,but not limited to,the following items. B. Scaffolding: Provide all scaffolding and staging or bracing required for installation of materials and equipment of all trades,or as may be required for access to building surfaces for finishes.Contractor may provide his own forces for use of his subcontractors or may require subcontractor to provide his own,at his option. C. Temporary Storage: Provide weathertight,secured storage on site for storage of subcontractors'tools and ++� materials,or require same of subcontractors at his option. D. Shoring: Provide temporary bracing and/or shoring systems as required for protection of all excavated areas and to stabilize all disturbed earth and building structure next to all excavations. Design,installation,and maintenance of any necessary shoring is totally the responsibility of the contractor. E. Guards and Barricades: The Contractor shall provide temporary barricades,safety guards and warning lights at woo all open excavations and other unsafe areas as necessary to protect the public,City staff,and those who are associated with the project. Barricades shall physically prohibit passage of pedestrians into excavations. rir 1.9 VEGETATION DAMAGE CONTROL A. Protect all existing trees to remain on the site from foliage,trunk,and root damage.Provide barricades and maintain same around all trees,shrubs or other landscaped areas to protect such areas from damage of any SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONSTRUCTION FACILITIES SECTION 01500 PAGE 3 OF 3 nature caused by construction operation. Replace any plantings damaged or destroyed with plants of equivalent size,type and nature as approved by Architect. 1.10 FIRST AID A. In accordance with requirements of 296-24 WAC;furnish personnel trained in first aid and certified as approved impby Washington Department of Labor and Industries. Provide first aid kits on site;types and quantities in accordance with requirements of 196-24-065 WAC. .r 1.11 TEMPORARY FIRE PROTECTION A. Provide temporary fire protection for the work in accordance with requirements of 296-24 WAC and as approved by Washington Department of Labor and Industries;remove at completion of the Work. 1.12 PROJECT SIGNS A. The Contractor shall fabricate and install a project sign per the following drawing. The sign location shall be at the direction of the Architect. The Contractor shall install no other signs including any devices identifying the project or the Contractor without the prior written approval of the Architect. No BLUE PAINTED LOGO WITH YELLOW PAINTED "R" 1}" PAINTED LETTERS 3" PAINTED LETTERS FUNDED BY: CITY OF RENTON BLUE PAINTED LOGO AND FEMA FEDERAL EMERGENCY MANAGEMENT AGENCY �" BORDER PAINTED BLACK SEISMIC R E T R O FF I-�`` 13" PAINTED LETTERS OF F I R E S T A T I O N 11 4r PAINTED LETTERS TO BE COMPLETED AIRY 2009 WAGNER ARCHITECTS 2" PAINTED LETTERS NAME OF CONTRACTOR HERE are 48' PLYWOOD PAINTED WHITE rrr ,BrB 1.14 OFFICE FACILITIES A. The City will provide a temporary office space for use by the contractor. ***END OF SECTION*** N/I MIS SEISMIC RETROFIT OF RENTON FIRE STATION 11 PRODUCT REQUIREMENTS SECTION 01600 tabPAGE 1 OF 3 PART 1GENERAL 1.01 RELATED DOCUMENTS A. This Section applies to all drawings,technical specifications,and general provisions of the Contract,including General Terms and Conditions and other Division 1 Specifications Sections. 1.02 PRODUCTS AND CONTRACTOR'S RESPONSIBILITY A. Where specified only by reference standards,select any product meeting standards by any manufacturer. Evidence of compliance will be required at the time of product data submittals. B. Where specified by naming several products or Manufacturers,select any product and Manufacturer named. C. Where specified by naming one or more products,but indicating"or approved"after specified listing,submit any request for another product substitution on the attached form. D. It is the Contractor's responsibility to be certain that all materials selected by him,or for him by his subcontractors or material suppliers,conform to the requirements of the Contract Documents. The approval of a manufacturer's name by the Architect does not relieve the Contractor of his responsibility for providing material and equipment which comply with the Contract Documents. .r E. All redesign costs resulting from substitutions shall be borne by Contractor,and shall be paid to the Architect before final Certificate for Payment will be issued. F. Any increases in project cost caused by a substitution shall be borne by the Contractor. G. All requests for substitutions must be accompanied with the Substitution Request Form in Section 01631. H. If a substituted material or product fails to perform then the Contractor shall replace the material or product with the originally specified item at no cost to the Owner. This requirement is meant to include all costs associated with replacement. r 1.03 ALTERNATES A. The contractor shall investigate proposed substitutions with respect to the following: 1. All Substitutions shall be accompanied with documentation that indicates the pertinent performance criteria of the substitute material are equal or superior to the specified material. 2. All substitutions must be approved. 1.04 TRANSPORTATION AND HANDLING A. Materials,products and equipment shall be properly containerized,packaged, boxed and protected to prevent damage during transportation and handling. B. More detailed requirements for transportation and handling may be indicated under the specific Sections. ID1.05 STORAGE AND PROTECTION .r ••� SEISMIC RETROFIT OF RENTON FIRE STATION 11 PRODUCT REQUIREMENTS SECTION 01600 PAGE 2 OF 3 A. Provide suitable temporary weather tight storage facilities as may be required for materials that will be damaged by storage in the open. am B. Available storage space at the job site except areas is shown on the drawings. Allocate such space for storage purposes. Any additional off-site space required is the responsibility of the Contractor rw C. Allocate the available storage areas and coordinate their use by the trades on the job. Maintain a current layout of all storage facilities. D. Store and protect materials delivered at the site from damage. Do not use damaged material on the Work E. Store off site and schedule all major equipment and materials for planned crane erection time period. rr 1.06 INSTALLATION REQUIREMENTS „r A. Manufactured articles,materials and equipment shall be applied,installed,connected,erected,used,cleaned and conditioned as directed by the respective manufacturers,unless otherwise specified. 1.07 PRODUCT APPROVAL STANDARDS A. Definitions: 1. The term"product"shall include material,equipment,assembly methods, manufacturer,brand,trade name or other description. 2. References to approved equal or similar terms mean that approval of the Owner's CIOProject Representative is required B. Proof of Compliance: 1. Whenever the Contract Documents require that a product be in accordance with Federal Specifications, ASTM designation,ANSI specification,or other association standards,the Contractor shall present an affidavit from the manufacturer certifying product compliance. Where requested or specified,submit supporting test data to substantiate compliance. .�. C. Substitutions,General: 1. The Contractor shall accompany any request for substitution with such drawings,specifications,samples, manufacturer's literature,performance data,and other information necessary to describe and evaluate the proposed substitution completely. The burden of proof shall be on the Contractor. gos 2. If any substitutions will affect a correlated function,adjacent construction,or the Work of other trades or contractors,the necessary changes and modifications to the affected work shall be considered as an essential part of the proposed substitution,to be accomplished by the Contractor without additional expense to the Owner if and when accepted. D. Substitutions After Contract Execution: 1. Substitutions of products will be considered after execution of Contract only under on of the following conditions: a. When the specified product is not available,a proposed substitution will not be considered unless proof is submitted that firm orders were placed within ten(10)days after review by the Owner's Project Representative of the item listed in the Specifications or the unavailability is due to strike, lockout,bankruptcy,discontinuance of the manufacturer of a product,or natural disasters. b. When a guarantee of performance is required and,in the judgment of the Contractor,the specified product or process will not produce the desired results. SEISMIC RETROFIT OF RENTON FIRE STATION 11 PRODUCT REQUIREMENTS SECTION 01600 PAGE 3 OF 3 c. When in the opinion of the Owner's Representative,such substitution is in the Owner's best interests. INN 2. Request for such substitution shall be made in writing to the Owner's Project Representative within ten (10)days of the date that the Contractor ascertains that he cannot obtain the material or equipment +w. specified,or that the performance cannot be guaranteed. 3. Permission to make any substitution after execution of Contract shall be effected by a Change Order. It shall not relieve the Contractor,any subcontractor,manufacturer,fabricator,or supplier from ari responsibility for any deficiency that may exist in the substituted product or for any departures or deviations from the requirements of the Contract Documents as modified by such Change Order. Except as otherwise expressly specified by the Contractor in his request for substitution and expressly approved "m in such Change Order,the Contractor shall be deemed to warrant by his request that the proposed substitute product will satisfy all standards and requirements satisfied by the originally specified product and the Change Order shall not be deemed to modify the Contract Documents with respect thereto. 40 rw ***END OF SECTION*** ,rr rr ay aw INS 410 .wr w,,, SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUBSTITUTION REQUEST FORM SECTION 01631 PAGE 1 OF 3 SUBSTITUTION REQUEST FORM MM BEFORE BID OPENING: TO: Robert Wagner,Architect Wagner Architects „iow 1916 Pike Place,Suite 221,Seattle,WA 98101 AFTER BID OPENING: TO: Robert Wagner,Architect I" Wagner Architects 1916 Pike Place,Suite 221,Seattle,WA 98101 M■► PROJECT NAME SEISMIC RETROFIT OF RENTON FIRE STATION 11 We hereby submit for consideration,the following product instead of specified item for above project: SECTION PARAGRAPH SPECIFIED ITEM IMV Proposed Substitution: ow al, Attach complete dimensional information and technical data,including laboratory tests,if applicable. Include complete information on changes to Drawings and Specifications that proposed substitution will require for its proper installation. se Submit with request all necessary samples and substantiating data to prove equal quality,performance,and appearance to that specified. Indicate laboratory tests,if applicable. Clearly mark Manufacturer's literature to indicate equality in performance. Indicate differences in quality of materials and construction. Mr Fill in Blanks Below: A. Does the substitution affect dimensions shown on drawings? YMM Yes No If yes,clearly indicate changes. Me IMM B. Will the undersigned pay for change to the building design,including engineering and detailing costs cause by the sI requested substitution? Yes No 111 C. What effect does substitution have on other trades,other contracts,and contract completion date? abi M. INN SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUBSTITUTION REQUEST FORM SECTION 01631 010 PAGE 2 OF 3 AIN OS D. What effect does substitution have on applicable code requirements? ISM E. Difference between proposed substitution and specified item? ..r F. Manufacturer's guarantees of the proposed and specified items are: Same Different (explain) G. List the names and addresses of 3 similar projects on which product was used,date of installation,and .r Technical Representative's name and address: nr rr H. What is the approximate delivery time from approval of shop drawings? w I. What are differences in maintenance procedures? 1410 J. Are parts and maintenance available in U.S.A.? SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUBSTITUTION REQUEST FORM SECTION 01631 PAGE 3 OF 3 rr Where?(For equipment submittals) •w K. Cost impact: aro L. Nearest Stocking Distributor(name and address) CERTIFICATION OF EQUAL PERFORMANCE AND ASSUMPTION OF LIABILITY FOR EQUAL PERFORMANCE ma Undersigned attests function and quality equivalent or superior to specified items. Submitted By: rr+ By: Signature Title Date: Firm: Address: Telephone: Signature must be by person having authority to legally bind his/her firm to the above term. For Use by Owner: ,., Accepted Accepted as Noted Not Accepted Received Too Late r "*END OF SECTION*** .w• 411) +r. „. SEISMIC RETROFIT OF RENTON FIRE STATION 11 PROJECT CLOSEOUT SECTION 01700 111. PAGE 1 OF 5 PART 1GENERAL ,r 1.01 SCOPE A. At or near completion of construction of the project,certain items,or work and submittals as specified elsewhere,are required prior to the Owner's acceptance and final payment for the project which include, but are not limited to,the following;and as outlined in Paragraph 1.09 of this Section. 1.02 CLEAN UP A. In accordance with Paragraph 5.17 of the General Conditions and Section 01500. mu B. Interior Surfaces:After all trades have completed their work and just before final acceptance and occupancy by the Owner,thoroughly clean all interior surfaces of the project;vacuum floors,walls and ,u ceilings;clean air ducts;replace filters;hand dust all shelves,counters,and cabinets;clean finish floors and floor covering and wax if required;wash and polish all mirror and metal trim or fittings;clean toilet and plumbing fixtures;clean lighting fixtures and electrical equipment,include washing and polishing lenses inside and out;wash and polish all exposed stainless steel surfaces and wash and polish all glass and "IMP glazing,both sides. C. Exterior Surfaces:Remove construction equipment and temporary facilities from premises;clean and �.. disinfect areas occupied by sanitary conveniences;remove temporary connection to services and restore to"original”condition. Remove all construction debris and excess materials. 1.03 GUARANTEES A. In addition to guarantees required by General Conditions,the Contractor shall furnish written guarantees warranting materials and workmanship for caulking and sealing for 3 years and painting for 2 years.Refer to Technical Sections for additional requirements. Such written guarantees are in addition to previous required guarantees and shall be addressed to the Owner and submitted through the Architect on the Contractor's own letterhead before final payment and acceptance of the project. The general format of rw• the guarantees shall be as follows: Address to the Owner: .r (I),(We),(General Contractor),(certify that the) work installed by the(subcontractor)on the SEISMIC RETROFIT OF RENTON FIRE STATION 11 Project has been performed in full accordance with plans and specifications. Further,that we guarantee this work to be watertight and/or free from defects in workmanship or material for a period of years,from date of final acceptance,and that we will make good,without delay,any defects without additional cost to the Owner. ,., Yours very truly, (Contractor) Signed by(Authorized signature of the firm) 'Y" B. Guarantees are to be begin upon Final Acceptance. 411) 1.04 PROJECT RECORD A. In accordance with Section 01720,mark set of drawings to show accurate measurements of all above ,,,,, grade and underground and hidden utilities,services structures and improvements related to the project; �,.. SEISMIC RETROFIT OF RENTON FIRE STATION 11 PROJECT CLOSEOUT SECTION 01700 41110 PAGE 2 OF 5 record all changes of direction and locations and dimensions and elevations. Clearly mark set as"Record Documents:Contractors'Set"and maintain in good condition,available at all times for inspection by Architect and not used for construction purposes. Upon completion of the project and before final payment,the Contractor shall forward the Record Documents showing clearly all"as-built"notations wr including dimensions to accurately locate all of the above including changes,to the Architect. The recording of information is the responsibility of the Contractor and shall be done at no additional cost to the Owner. �. 1.05 OPERATION&MAINTENANCE DATA A. Maintenance Manuals:Provide one(1)preliminary review copy and three(3)finished copies each of Maintenance Manuals for all equipment included in the documents. Deliver completed manuals to Owner sixty(60)calendar days prior to scheduled completion of the project or start-up of major equipment, whichever is sooner. Each manual shall contain operation and maintenance instructions and parts lists, furnished by the manufacturer,for all systems and equipment provided in the Contract. When necessary, furnish supplemental drawings to show system operation and servicing of maintenance points. Data shall be clean,neat,legible copies;drawings shall be accordion folded;include no inapplicable information and advertising. Bind copies with cloth-covered hardboard covers and cloth backpanels in 3-hole binders. Imprint covers with name of the project,Owner,Architect,Engineer,Utilities or Electrical Subcontractor as appropriate,and the year of completion. Each copy shall have typewritten index and tabbed dividers between equipment categories. B. Operating Instructions:Provide an operation instruction period for Owner's representatives and personnel following completion and initial operation of equipment and systems;instruction shall be given by manufacturer's authorized personnel,Contractors'and Subcontractors'foremen,or superintendents for the trades involved. C. General Building Manual:Furnish one(1)preliminary review copy and three(3) finished copies of manual listing Contractor and subcontractors,including addresses and telephone numbers and name of contact person,all materials installed on the site. Include manufacturer's and suppliers'names,addresses,phone numbers,contact persons,and model numbers;proportions of mixes;finished numbers or identifications; rw all pertinent data required for replacement ordering or duplication at later date;list in order of how specified on typewritten 8-1/2 x 11 inch pages. Bind copies with cloth-covered hardboard covers and cloth backpanels in 3-hole binders. Imprint covers with name of the project,Owner,Architect,and the year of completion. Each copy shall have typewritten index and tabbed dividers between equipment categories. Deliver to Architect at time of acceptance of the work. 1.06 FINAL INSPECTION r.. A. In accordance with the General Conditions,and after receipt of written notice that the work is ready for final inspection and acceptance and receipt of the final application for payment,the Architect will make such inspection in the presence of the Contractor and Owner and fumish the Contractor with a"Punch List"of any items found incomplete or not in conformance with the contract documents. The Architect will reduce the amount of the approved payment by estimates of the cost of outstanding items plus 50%. The Contractor shall remedy such defects within 19 calendar days of his receipt of the list and the Architect will make one subsequent inspection of the work. Should correction not be made within the allotted 19 days and/or should additional inspections of the work be required due to failure of the i Contractor to remedy defects listed,the Contractor shall pay to the Architect the sum of$150.00 hour for each staff member and subconsultant per hour incurred,actual cost of his expenses,plus 25%service or handling fee,and travel expenses by private automobile at the rate of 50.0 cents per mile. Such sum shall w■ SEISMIC RETROFIT OF RENTON FIRE STATION 11 PROJECT CLOSEOUT SECTION 01700 PAGE 3 OF 5 be deducted from the Contractor's final payment. These costs are in addition to any liquidated damages or other charges against the Contractor. When the Architect finds the work acceptable under the final certificate for payment stating that,to the •• best of his knowledge,information and belief,and the basis of his observations,the work has been completed in accordance with the terms and conditions of the contract documents,then the entire balance found to be due to the Contractor,and noted in said final certificate less amounts indicated above,is due and payable in accordance with the General Conditions. 44. 1.07 EARLY ACCEPTANCE OF PORTIONS OF THE WORK ""' At the Contractor's request,the Owner and Architect may elect to accept portions of the work as complete before all work is complete. In that case,the provisions for final inspection in 1.07 apply. +wr 1.08 CORRECTION OF WORK DURING GUARANTEE PERIOD A. Corrections: The guarantee period for any item shall not begin until Final Acceptance and until that item is satisfactorily installed and working. If the item needs correction after final acceptance,the guarantee period begins anew with the date of the correction. B. Guarantee Period:All corrective work performed by the Contractor in remedying defective work during the guarantee period following the Owner's acceptance of the project shall be subject to the same guarantee requirements of the original work for a period as specified for the original work,from the date of completion of the corrective work. Further,the Contractor shall pay the Architect the amounts noted in paragraph 1.07 for inspections of remedial work in accordance with Contract Documents. Such payment shall be immediately reimbursed to the Architect upon receipt by the Contractor of an itemized billing. 1.9 CERTIFICATE OF COMPLIANCE A. No final payment shall be made until the Contractor shall file with the City of KENT prior to acceptance of the work,a Certification of Compliance and release of liens in forms substantially as w• follows: 1. I(we)hereby certify that all work has been performed and materials supplied in accordance with the plans,specifications and contract documents for the construction of the KENT PUBLIC WORKS FACILITY BUILDINGS CONTRACT,Project Number 0607,and that: (a) Not less than the prevailing rates of wages as ascertained by the governing body of the contracting agency has been paid to laborers,workmen and mechanics employed on this work; (b) There have been no unauthorized substitutions of subcontractor;nor have any r subcontracts been entered into without the names of the subcontractors having been submitted to the Architect prior to the start of such subcontracted work; (c) No subcontract was assigned or transferred or performed by any subcontractor other than the original subcontractor,without prior notice having been submitted to the 01. Architect together with the names of all subcontractors; (d) All claims for material and labor and other services performed in connection with the contract documents have been paid;and for those claims for which liens have been filed,a release of lien has been filed with the Owner; (e) All monies due the State Industrial Accident Fund,the State Unemployment Compensation Trust Fund,the State Department of Revenue,hospital associations ,�, and/or others have been paid; SEISMIC RETROFIT OF RENTON FIRE STATION 11 PROJECT CLOSEOUT SECTION 01700 41110 PAGE 4 OF 5 (f) All provisions of nondiscrimination as called for in the contract documents have been complied with. 1.10 PROJECT CLOSEOUT PROCEDURES CHECKLIST: wr Responsibility The contractor shall provide those Of: items so specified as his responsibility. Contractor 1. Submit 0&M Project Manuals 60 days prior to application for Final Payment and Final Inspection 2. Provide Training Contractor 2. Clean-up rr Contractor 3. Submit a.Guarantees&Warranties b.Outstanding Test Results. c.Record Drawings d.Keying Schedules e.Certificate of Compliance(form in this section of specs) Contractor 4. Provide Certificate of Occupancy and/or proof of final approval from permitting agencies of all outstanding permits. Contractor 5. Submit Application for Final Payment and Request Final Inspection Architect 6. Inspect the work for substantial completion and prepare a"Preliminary Punch List." This may not be comprehensive. If the work is substantially complete,the Architect shall prepare a letter recommending a date for substantial completion. If the work is not substantially complete,the Architect shall notify the contractor in writing. Subsequent inspection to verify the work is substantially complete shall be at the Contractor's expense. Architect 7. The date Substantial Completion is achieved shall be established in writing by the Owner. The Owner shall accept the Project,subject to correction of all outstanding punch list items. The owner may begin to utilize the site at this time. (Early use of the site is allowed in the general conditions.) Contractor 8. The Contractor shall complete the remainder of the work,and submit a letter requesting the final payment and final acceptance. Architect 9. The Architect shall review the work for final completion,and prepare a fie Punch List of items to be corrected. Contractor 10. Make corrections within 19 calendar days. Architect 11. Make second inspection after 19 days,or at invitation of Contractor, ,,,,, whichever comes first. .■+ SEISMIC RETROFIT OF RENTON FIRE STATION 11 PROJECT CLOSEOUT SECTION 01700 411 PAGE 5 OF 5 "' Architect 12. Prepare second Punch List and provide to contractor. Note that a second punch list and any subsequent inspections will be at contractor expense, ■. Contractor 13. Make additional corrections and request third inspection. per section 1.07 above. Note also that no additional progress payment will be made until Final Completion. r. Architect 14. Will recommend Final Acceptance,acknowledging Final Completion of the work. Owner 15. The date of Final Acceptance shall be established in writing by the Owner. Final Acceptance establishes the date for the beginning of the warranty periods. rw Contractor 16. Provide State Tax Release&Certificate of Payment of B&O Tax. Contractor 17. Provide Approved Affidavit of Wage paid from Labor and Industries 1111 Contractor 18. Affidavit of Payment of Debt and Claims(AIA G706). Contractor 19. Consent of surety to release retainage. Owner 20. Processing of Retainage Payment begins 45 days following date of Final Acceptance and after receipt of affidavits required above. 4110 +r ***END OF SECTION*** SEISMIC RETROFIT OF RENTON FIRE STATION 11 PROJECT RECORD DOCUMENTS SECTION 01720 PAGE 1 OF 2 IOW PART 1 GENERAL 1.01 DESCRIPTION WORK INCLUDED A. Throughout progress of the Work, maintain an accurate record of any changes in the Contract Documents. B. The Contractor shall submit an"As-Built Information Receipt"with each monthly pay request. C. At the end of the work,submit"As-Built"drawings to the City. A» 1.02 QUALITY ASSURANCE A. Select one person on the Contractor's staff to be responsible for maintaining accurate records of installed materials and conditions du ring the progress of the Work. B. Accuracy of Records: 1. Coordinate changes within the Record Documents,making adequate and proper entries on each page of the Project Manual and each sheet of the Contract Drawings and other documents where such entry is required to the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. C. Make entries within 24 hours after receipt of information that a change has occurred. D. Protection: Maintain the Contractor's set of Record Documents protected from deterioration and from loss and damage until completion of the Work. Torn +■ pages shall be replaced with new pages. In the event of loss or damage use whatever means necessary to again secure and record the data. usi PART 2 PRODUCTS 2.01 RECORD DOCUMENTS A. Contractor's Set:Secure from the Owner one complete set of Contract Documents for use as the Contractor's Set of Record Documents. Label immediately as"RECORD DOCUMENTS-CONTRACTOR'S SET." Use this set to record all changes in the Work as they occur on a daily basis. • PART 3 EXECUTION 3.01 MAINTENANCE OF CONTRACTOR'S SET "w, iso SEISMIC RETROFIT OF RENTON FIRE STATION 11 111) PROJECT RECORD DOCUMENTS SECTION 01720 PAGE 2 OF 2 A. Making Entries: " 1. Use an erasable colored pencil(not ink or indelible pencil),clearly describe any changes by graphic line or note as required. 2. Date all entries. 3. Call attention to each entry by drawing a"cloud"around the area or area affected. 4. In the event of overlapping changes or notes,use different colors for separate conditions. 5. Items which are shown on the drawings with schematic layouts are to be shown on the Record Documents at actual installed locations except where they are installed in exposed locations such as surface mounted ducts,piping or conduits. B. Underground and Concealed Work: Show the location and depth of all underground and/or concealed work provided or encountered during the project, including exact sizes,dimensions to visible building components,and elevation elated to datum and grade. The location of services,meters,panels, ■. swithcoards,disconnects,and shutoffs as installed shall be shown. All underground conduit,pipe,and equipment shall be shown in size and location. C. Review and Submittal: At each monthly project meeting, present the current Record Drawings for Review. Provide a written certification that the drawings are up to date. Ask for an"As Built Information Receipt" from the Owner which confirms that conditions encountered and changes made during the previous month have been accurately recorded. D. At project completion verify the accuracy and completeness of the Contractor's Set and submit Record Documents to Architect for Reveiw and Approval. VIP ***END OF SECTION*** w. ion +M SEISMIC RETROFIT OF RENTON FIRE STATION 11 SELECTIVE DEMOLITION AND SITE PREPARATION SECTION 02050 IIIPAGE 1 OF 3 PART 1 -GENERAL " 1.1 SECTION INCLUDES A. Work includes but is not limited to the following: IS 1. Demolition and removal of selected portions of a building. 2. Demolition and removal of selected site elements. .r 3. Patching and repairs. 4. Providng temporaty security. 5. Locate existing utilities. 6. Protection and repair of existing utilities and irrigation lines. ""' 7. Removing,storing,and replanting of hedge plants which are in the path of the new side sewer. 8. Maintenance of shrubs to be replanted to keep them alive and healthy. - B. Contractor shall inspect the site and building prior to bidding. C. Work shall be in accordance with the latest edition of the APWA/WSDOT Standard Specifications for Road,Bridge and Municipal Construction,Washington State Department of Transportation/APWA. weir 1.2 DESCRIPTION OF WORK r. A. Save and protect from all harm all shrubs shown to be protected on the drawings. 1 B. Remove all material necessary for installation of work. C. Replace material at end of work. Coordinate care of shrubs with City. D. Provide security and temporary weather enclosure to the building during construction. The integrity of the exterior envelope is to ow be maintained throughout construction. E. Remove those sections of the roofing and insulation necessary for the installation of the structural improvements. Protect the „w interior of the building from water intrusion. F. Salvage lockers and carpet tiles necessary for reuse and patching of damaged areas. OW G. Protect the old pool table at all times. If this table is damaged,the contractor shall be assessed a penalty of$10,000. H. Protect all existing furniture and equipment. I. Protect all portions of the building not included in the work. _ 1.3 HEALTH AND SAFTEY A. Contractor shall be responsible for the health and safety of its own personnel. Contractor shall provide properly trained and equipped personnel,an appropriate health and safety plan,and all site facilities to meet these requirements. Training and `" equipment shall conform to appropriate state and federal health and safety requirements. Minimum requirements of the health and safety plan will include a dust control plan that complies with regulations for controlling fugitive dust emissions with the goal of"no visible dust"leaving the site. • .. SEISMIC RETROFIT OF RENTON FIRE STATION 11 SELECTIVE DEMOLITION AND SITE PREPARATION SECTION 02050 410 PAGE 2 OF 3 1.4 ASBESTOS " A. The building has been reviewed for asbestos,and no asbestos was found in any of the proposed work areas. The report is included as Appendix A. ;w. 1.5 WARRANTY A. Remove,replace,patch,and repair materials and surfaces cut or damaged during selective demolition,by methods and with .r► materials so as not to void existing warranties. PART 2-PRODUCTS — A. Provide all necessary plywood,tarping,fencing,or other products necessary for protection of the site,building,furniture and equipment. „„ B. Where repair or patching is necessary,use materials which are identical to existing materials. Where identical materials are unavailable,use materials that visually match existing adjacent surfaces to the fullest extent possible. Use materials whose installed performance equals or surpasses that of existing materials. gm PART 3-EXECUTION r 3.1 EXAMINATION illA. Verify that utilities have been disconnected and capped. B. When unanticipated mechanical, electrical, or structural elements that conflict with the intended function or design are encountered,investigate and measure the nature and extent of the conflict. Promptly submit a written report to the Architect. — C. Survey the condition of the building to determine whether removing any element might result in structural deficiency or unplanned collapse of any portion of the structure or adjacent structures during selective demolition. *is 3.2 PREPARATION A. Drain, purge, or otherwise remove, collect, and dispose of chemicals,gases,explosives,acids,flammables, or other dangerous w materials before proceeding with selective demolition operations. B. Conduct demolition operations and remove debris to ensure minimum interference with roads, streets,walks,and other adjacent occupied and used facilities. us 1. Do not close or obstruct streets,walks,or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by ay governing regulations. D. Conduct demolition operations to minimize impact on operations of the facility. The Fire Station will be continuously occupied by Fire Fighters on the first floor and by the Building Department on the lower floor. Access and operations must be allowed to ww continue. Emergency egress from the apparatus bays must be maintained. E. Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent movement, 44) settlement,or collapse of building to be selectively demolished. 1. Strengthen or add new supports when required during progress of selective demolition. w IMO SEISMIC RETROFIT OF RENTON FIRE STATION 11 SELECTIVE DEMOLITION AND SITE PREPARATION SECTION 02050 ID PAGE 3 OF 3 3.3 SELECTIVE DEMOLITION usi A. Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete r. B. Demolish concrete and masonry in small sections. Cut concrete and masonry at junctures with construction to remain, using power-driven masonry saw or hand tools;do not use power-driven impact tools. mi C. Remove resilient floor coverings and adhesive according to recommendations of the Resilient Floor Covering Institute's(RFCI) "Recommended Work Practices for the Removal of Resilient Floor Coverings"and Addendum. to 1. Remove residual adhesive and prepare substrate for new floor coverings by one of the methods recommended by RFCI. 3.4 PATCHING AND REPAIRS tag A. Promptly patch and repair holes and damaged surfaces caused to adjacent construction by selective demolition operations. 3.5 DISPOSAL OF DEMOLISHED MATERIALS w A. General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site. .r B. Buming: Do not bum demolished materials. iiC. Disposal: Transport demolished materials off Owner's property and legally dispose of them. 3.6 CLEANING "" A. Vacuum the building clean on completion of each working day. sio * END OF SECTION'' Ng gag 10 w. SEISMIC RETROFIT OF RENTON FIRE STATION 11 TRENCH SAFETY SYSTEMS SECTION 02250 PAGE 1 OF 1 PART 1 -GENERAL urn 1.1 SUMMARY A. This section specifies requirements for the safety systems to be used in all excavation activities,including but not limited to storm,water,sewer,electrical trench,structure excavation and excavation for grading. 1.2 REFERENCES .se R.C.W.Chapter 49.17 WISHA. WAC 296-155 Safety Standards for Construction Work. "" WAC 296-155-660. R.C.W.Chapter 39.04.180 Public Works/Trench Excavations-Safety Systems Required. ar PART 2-PRODUCTS Not Used wr PART 3-EXECUTION 3.1 EXCAVATION SAFETY SYSTEMS A. Protect all excavation in excess of 4 feet in depth with a safety system conforming to the referenced requirements. B. The Contractor's excavation safety system shall be designed by a qualified person and meet the referenced requirements. C. All excavation not requiring trench safety systems shall also meet the WISHA safety standards and the requirements of Section 02300-Earthwork. ***END OF SECTION`** mei 11. w SEISMIC RETROFIT OF RENTON FIRE STATION 11 se SANITARY SEWER SYSTEM SECTION 02730 0 PAGE 1 OF 3 PART 1 -GENERAL AO 1.1 SUMMARY A. Work includes but is not limited to the following: «. 1. Furnishing and installing sanitary sewer pipe,fittings,and cleanouts of the type and sizes designated in the plans and Specifications. ow B. Note that a City of Renton Side Sewer Repair permit is necessary and is the responsibility of the contractor. 1.2 RELATED SECTIONS two A. Coordinate related work specified in other parts of the Project Manual,including but not limited to the following: Section 02200-Site Preparation "" Section 02250-Trench Safety Systems Section 15140-Plumbing Piping w. 1.3 REFERENCES A.. Work shall be in accordance with the City of Renton Specifications for Building Sewers. Seven applicable pages from the Renton Specifications are attached. .. 3 B. Work shall be in accordance with the Standard Specifications for Road,Bridge and Municipal Construction,2008,Washington State Department of Transportation/APWA. 1.4 DIMENSIONS AND LAYOUTS es. A. The Contractor will be responsible for furnishing,setting,and marking all line locations. B. The Contractor is responsible for review of all records relative to the existing underground utilities.The Contractor is responsible for avoiding damage to these facilities and shall restore all active utilities at the Contractor's own expense. lie C. The Contractor is to notify the Engineer immediately of underground utilities encountered which are not shown on the drawings or Owner's survey or record drawings. eau 1.5 SUBMITTALS NW A. Material submittals shall include a complete list of equipment and product,manufacturer's design information and catalog sheets for each item. Submit shop drawings for the pump station manhole and vault prior to placement. PART 2-PRODUCTS ae 2.1 EXTERIOR PIPE A. All exterior pipe to be ductile iron or SDR 35 PVC,6"diam. we 2.2 DUCTILE IRON PIPE AND FITTINGS fa A. Ductile iron pipe shall conform to AWWA C151 Class 52 with push-on joints or mechanical joints,unless noted otherwise on plans. Ductile iron pipe shall be cement mortar lined conforming to AWWA C104. SEISMIC RETROFIT OF RENTON FIRE STATION 11 ess SANITARY SEWER SYSTEM SECTION 02730 t) PAGE 2 OF 3 C. Joints for ductile iron shall be rubber gasketed conforming to requirements of AWWA C-111/ANSI A21-11. gm D. Fittings shall be ductile or cast iron,meet the same requirements as the connecting pipe,and conform to COS Section 9-30.2(1). Saddles fastened to pipe with external bands shall not be acceptable on any new system. 2.3 PVC AND FITTINGS A. SDR 35 PVC pipe shall conform to APWA standards. ■* B. Use D3034 fittings. - 2.4 CONDUCTIVE WARNING TAPE A. Conductive warning tape is required over all sewer,drainage,water and irrigation pipe. Tape shall be manufacturer's standard, permanent,bright-colored,continuous printed plastic tape,aluminum backed,intended for direct-burial service. Tape shall be orr not less than 6"wide x 4 mils thick. Tape Schedule: Piping Color Wording — Sanitary Sewer Green Caution Sanitary Sewer 2.3 FITTINGS,COUPLINGS AND JOINTS ow A. Fittings shall be the same material as the pipe. l B. Tees on existing pipe and new connections to manholes shall be connected by core drilling and flexible connections. Connections to existing pipes shall be made with Inserta-Tee fittings. C. Pipe-to-pipe connections between pipes of differing material shall be made with a flexible gasketed coupling,adaptor or coupling- „ adaptor to make a watertight joint. Couplings shall be those manufactured by Romac,Caulder,or Fernco,as approved by the Engineer. D. Joint types utilized on concrete pipe shall be consistent within individual manhole runs. se 2.4 BEDDING AND BACKFILL MATERIAL am A. Bedding material shall conform to the attached City of Renton standards. 2.5 CLEANOUTS ■. A. Cleanouts shall be installed in accordance with the Plans and Details. PART 3-EXECUTION 3.1 COORDINATION WITH OTHER WORK rr A. Verify location from the records. to B. Before installation,Contractor shall make proper provisions for site sanitary sewer lines and to avoid interference with installation of other work and/or other contractors. Any changes caused by Contractor's neglect to coordinate work shall be made by Contractor at Contractor's expense. O 0 .r SEISMIC RETROFIT OF RENTON FIRE STATION 11 SANITARY SEWER SYSTEM SECTION 02730 PAGE 3 OF 3 C. Sanitary drawings and Specifications shall be compared with drawings and Specifications of other trades,and any discrepancies ,r,,, between them reported to the Engineer prior to installation of work. 3.2 TRENCHING AND PIPE LAYING '"R A. All trenching shall conform to City of Renton Standards,the Washington Administrative Code(WAC)296-155 and WISHA requirements for Excavation,Trenching and Shoring. (See Section 02165,Trench Safety Systems.) B. Excavation shall be made to alignment,elevation,grade and slope as indicated on the drawings. C. Laying shall be in conformance with Section 02300 and WSDOT/APWA Section 7-08.3(2). 3.3 BEDDING AND BACKFILLING A. Bedding and backfill shall be per the details in the Plans. 34 CLEANING AND TESTING ■. A. Cleaning and testing shall be in conformance with the City of Renton specifications. 35 PERMANENT CONNECTIONS TO EXISTING SYSTEMS A. Where indicated on the plans,make permanent connections to existing side sewer systems. B. Where existing pipe is to be connected,replace existing pipe and/or add fittings and pipe as necessary to provide an approved connection per the plans. ""END OF SECTION*** INN 1410 ,, . (j��Y �,t CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT/ + LI* ♦ PUBLIC WORKS DEPARTMENTS 'eP� �Oe CUSTOMER SERVICES DIVISION �j� CONSTRUCTION SERVICES SECTION VIM SIDE SEWER INSTALLATION INFORMATION HANDOUT IT IS THE INTENT OF THE FOLLOWING POLICIES TO OBTAIN SATISFACTORY WORK WITH A in` MINIMUM OF DELAY TO ALL PARTIES CONCERNED. DEFINITIONS: "Building Sewer or Side Sewer-The pipe extending from the building drain to the public sanitary sewer main. Side Sewer Stub-That portion of the building sewer between primary collection lines and individual property lines. 1. Any work within the street right-of-way requires an additional, separate permit and bond, and work must be mu performed by a licensed, bonded contractor. A traffic control plan, approved by the Transportation Division, will be required. 2. Acceptable procedures for side sewer connections to main lines: nr a. Vitrified clay-Re-sectioned with flexible Fernco couplings,or approved equal. b. Concrete-Core drilled with a Romac saddle,or approved equal. c. PVC-Re-sectioned with rigid couplings or a Romac saddle on an appropriately cut hole. ow d. Ductile Iron-Core drilled with a Romac saddle. All connections to new or existent concrete structures will be at manufactured knock-outs or the structure is to be core-drilled with a kor-n-seal boot or approved equal. ow 3. For inspection call,24 hours in advance,425-430-7203. Be prepared to give Permit Number,location of inspection, type of inspection, contact person (with phone number), and AM or PM inspection request. General information 0 may be obtained by calling Customer Service at 425-430-7200. There will be no guarantee of re-inspection on the same day for any work which is not ready at the time of the scheduled inspection. 5. Sanitary building and side sewers, shall be bedded with "Bedding Material for Flexible Pipe", as adopted by the City of Renton(standard Detail Plan 405). "6. Building sewer and side sewer stubs will be tested from the point of origin to and through the house connection by one of the following methods: a. Water-fill test. so b. Low Pressure Air-WSDOT Specification current edition,as adopted and amended by the City of Renton Supplement to the Specifications. 7. In all cases where men, equipment, or material will in any way obstruct vision or inhibit normal traffic flow, an MI approved Traffic Control Plan providing adequate signs and flagmen will be required to protect motorists and pedestrians. In addition, 24 hours prior to any work being performed within the street right-of-way, Valley Communications Center(911) shall be contacted through one of the following numbers: so Valley Communications Center(via land line telephone) 911 Valley Communications Center(via cell phone) (253) 852-2121 W. 8. In the event difficult street crossings must be constructed in more than one continuous operation, the Construction Services Section will endeavor to provide an inspector during each phase of construction, so long as the Construction Services Section is contacted 24 hours in advance via the Inspection Request Line at 425-430-7203. ,,,. 9. Restoration of street trenches shall be accomplished per the City of Renton's adopted Trench Restoration and Street Overlay Requirements. 10. Upon completion of connection to public sewer mains where septic tanks have previously served the property, the owner shall either abandon and fill said septic tank with a suitable material or suitably clean said septic tank to use IDin connection with adjoining drain field systems for the disposal of storm water. me Data_Center\FRM\PBPW\US\ww\sidesewer.DOC\bh Revision Date: December 3,2008 aim OECIFICATIONS FOR BUILDING SEWERS: e building sewer shall be ductile iron pipe class 50, PVC plastic pipe ASTM spec. D3034 or equal, or other suitable material approved by the Utilities Engineer. Any part of the building sewer that is located within ten feet(10')of a water am service pipe shall be constructed of ductile iron pipe with push-on rubber gasket joints. If installed in filled or unstable ground,the building sewer shall be of ductile iron pipe with push-on rubber gasketed joints. " Joints shall be tight and waterproof. All joints and connections shall be made gastight and watertight, and installed in accordance with APWA spec. 62-3.98A. Ductile iron pipe push-on joints shall conform with ANSI A-21.11. PVC pipe joints shall conform with ASTM D 2680. Other jointing materials and methods may be used only by written approval of " the Utilities Engineer. The size and slope of the building sewer shall be subject to the approval of the Utilities Engineer. The standard minimum .m, sizes and slopes are: A. Four inches(4")at a two percent(2%)slope(1/4"per foot) for single-family or duplex residential,or tug R. Six inches(6")at a two percent(2%)slope(1/4"per foot)for multi-family,commercial or industrial. In no event shall the diameter of the side sewer stub be less than six inches(6"). mom The utility may allow, under certain circumstances, a six inch(6") side sewer to be laid at no less than one percent (1%) (1/8"per foot). A grade release holding the City harmless for the flatter slope will be required. ow j" ienever possible, the building sewer shall be brought to the building at an elevation below the basement floor. No flding sewer shall be laid parallel to or within three feet (3') of any bearing wall, which might thereby be weakened. e depth shall be sufficient to afford protection from frost. The building sewer shall be laid at uniform grade and in straight alignment insofar as possible. Changes in direction shall be made with proper fittings per City standards. The wastewater utility may allow, at its discretion, the installation of a six inch (6") building sewer properly curved not to •• exceed one-half(1/2)of manufacturer's specifications. In all buildings in which any building drain is too low to permit gravity flow to the public sewer, sanitary sewage carried ,,,," by such drain shall be lifted by approved artificial means and discharged to the building sewer. All excavations required for the installation of a building sewer shall be open trench work unless otherwise approved by the Utilities Engineer. Pipe laying and backfill shall be performed in accordance with ASTM spec. C12-19 and APWA MI spec. Sec. 60 except that no backfill shall be placed until the work has been inspected. r. u 111111 iim Data Center\FRM\PBPW\US\ww\sidesewer.DOC\bh Revision Date: December 3,2008 MIN INSPECTION NOTICE Prior to the start of construction activities, telephone: 425-430-7203 a minimum of 24 hours in advance of required inspections. — Inspection requests for the following workday must be received no later than 3:00 pm. Upon dialing, you will receive a recorded message asking for your inspection request. At the tone, relay your request including the following information: 1. Your PERMIT Number(ie C-000000)or, in cases of City project,the Project Identification. .r. (Inspections will not be scheduled without proper identification). 2. Location of requested inspection. (Street Address, Street Intersection,etc.) 3. Type of inspection requested. (Concrete,earthwork, drainage,sewer,field meeting, etc.) 4. Name of person to contact and day-time phone number. Approximate time of requested inspection - AM or PM. (Due to a variable workload, inspections cannot be scheduled for specific hours. The only exception is inspections that require the scheduling of special testing personnel, observing consultants, or other time-restraining factors approved by the Inspector in advance. Inspections will be scheduled in the order received to the limit of available man hours. - NOTE: The ONLY exception to the 24 Hour Minimum scheduling requirement is in cases of bonafide Emergencies. In cases of true Emergencies(broken utilities,urgent traffic control problems,etc.),telephone: 425-430-7200 and ask to speak to the assigned Inspector(by name if possible). An attempt will be made to contact the Inspector or, if that Inspector is unavailable,to assign an Emergency Inspector to handle the problem. Note: this procedure is to be used r. for real Emergencies ONLY. Your failure to adequately schedule your operations to allow for advance requests does not constitute an Emergency!! YOU WILL BE CHARGED FOR THE INSPECTOR'S TIME IF THE PROBLEM IS NOT AN EMERGENCY! an • Data_Center\FRM\PBPW\US\ww\sidesewer.DOC\bh Revision Date: December 3,2008 ION Mil 6 IN. DIAMETER PIPE110 LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500_ w 0 0 20 40 59 79 99 119 139 158 170 170 d 50 35 55 75 95 114 134 154 174 178 177 177 100 70 90 110 130 150 169 187 186 184 183 182 150 106 125 145 165 185 195 193 191 189 187 186 ■r 200 141 161 180 200 202 199 197 195 193 191 190 O 250 176 196 214 209 205 202 200 198 196 194 193 300 211 220 215 211 208 205 202 200 198 197 195 350 227 221 217 213 210 207 205 202 201 199 197 13 400 227 222 218 214 211 209 206 204 202 201 199 ow 450 227 222 219 215 213 210 208 206 204 202 201 TIME (SECONDS) iel 6 IN. DIAMETER PIPE LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 w 0 0 20 40 59 79 99 119 139 158 170 170 a. NO a 50 55 75 95 114 134 154 174 192 190 188 186 cc 100 110 130 150 169 189 209 210 207 203 201 198 150 165 185 205 224 233 227 222 217 214 210 208 a 200 220 240 257 248 241 235 230 225 222 218 215 itio o_ 250 275 271 261 253 247 241 236 232 228 225 222 • 300 283 273 264 257 251 246 241 237 233 230 227 350 283 274 267 260 254 249 245 241 237 234 231 o - 400 283 275 269 263 257 252 248 244 241 238 235 450 283 276 270 264 259 255 251 247 244 241 238 Mr TIME (SECONDS) 6 IN. DIAMETER PIPE '1ILENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 3 a 0 0 20 40 59 79 99 119 139 158 170 170 a 50 79 99 119 139 158 178 198 208 204 201 198 w 100 158 178 198 218 238 246 238 232 227 222 219 w 150 238 257 277 283 272 263 255 248 243 238 234 a 200 317 321 306 294 283 275 267 261 255 250 246 E 250 340 325 312 301 291 283 276 270 264 259 255 z 300 340 327 316 306 298 290 283 277 272 267 263 N 350 340 329 319 310 302 295 289 283 278 274 269 - 400 340 330 321 313 306 300 294 288 283 279 275 sir 450 340 331 323 316 309 303 298 292 288 283 279 TIME (SECONDS) vat 6 IN. DIAMETER PIPE LENGTH(FT) 0 50 100 150 200 250 300 350 400 450 500 WO a 0 0 20 40 59 79 99 119 139 158 170 170 a 50 124 144 163 183 203 223 243 237 231 225 221 w 100 247 267 287 307 312 298 286 276 268 261 255 w 150 371, 391 371 352 336 323 312 302 293 286 279 a 200 425 402 383 366 352 340 329 320 312 304 298 M a 250 425 406 390 376 363 352 342 333 326 318 312 z 300 425 409 395 383 371 361 352 344 336 329 323 trt 350 425 411 399 388 378 368 360 352 345 338 332 - 400 425 413 402 392 383 374 366 359 352 346 340 450 425 414 404 395 387 379 371 365 358 352 347 1° PROCEDURE: TIME (SECONDS) SLOWLY PRESSURIZE THE PIPE TO 4.0 P.S.I.G. ALLOW 2 MINUTES FOR STABILIZATION, ADDING AIR AS REQUIRED. sum TIME THE DROP FROM 3.5 P.S.I.G. TO 2.5 P.S.I.G. READ THE MAXIMUM ALLOWABLE TIME IN SECONDS FROM THE TABLES. AIR TEST TABLE (LOW PRESSURE) IDFOR SEWER MAINS �Cy p ADOPTED v '�' CITY OF RENTON ♦ .i STANDARD PLANS • �!'N,V 0 1ST DATE: 12/96 OM DATE REVISION BY APPR'D DWG. NAME: BR07 SP PAGE: B083 w IIOw 4" BEND AS REQUIRED (NO MOREALL 90' TURNS SHALL BE 10 THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE WITH ACCOMPLISHED BY MEANS CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG. OF A WYE AND 45' BEND. WALL REQUIRE A SURFACE w w y TWO 45' BENDS SHALL NOT CLEANOUT WYE. I jI 7wI - BE ACCEPTABLE. > >- >- I- I-• r• MI cc w w a. a.cc w HOUSE a HOUSE �I HOUSE �I HOUSE — ( • —i —3-0" MIN. 8 Z I •` 4" SEWER PIPE • \4"' SURFACE e�(TYPICAL) 4" SEWER PIPE, SEE NOTES 2 AND 3. NIP < k CLEANOUT • 4" TEST TEE WITH f MINIMUM LINE SIZE FOR OTHER THAN WYEPLUG FACE UP SINGLE FAMILY 15 6" gI g 4" CLEANOUT (TYPICAL) e —7—.0 PROPERTY LINE L. . WYE WITH PLUG l PROPERTY— o No Z Z Z (TYPICAL) z In N N a1 w MAIN SEWER LINE w O w w Irirr TYPICAL BUILDING SEWER INSTALLATION PLAN zI IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING x < FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF oTHE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC 0 i SEWER SYSTEM, A BACKFLOW PREVENTION DEVICE SUCH • o Z = AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR In fa APPROVED EQUAL SHALL. BE INSTALLED. M • II 1° I 4" SOIL PIPE < II 4" CALDER COUPLING - a 4" CALDER COUPLING i n ow 2 a= OR EQUAL TO FIT b jj OR EQUAL TO FIT o In i `- A SURFACE CLEANOUT SURFACE CLEANOUT ll 4"x 4"x4" WYE m 4"x 4•'x4„ WYE m RI �:. 4" PIPING � 4" PIPING PLAN 4"x 4"x 4" TEST TEE BUILDING DRAIN of w '' FACE UP AND PLUGGED FOR LOW HOUSE wow 1- 4" NIPPLE Z x w 6""x 4" REDUCER w m `^ =r . �„ NOTES: re o j1� 6" COUPLING TO FIT END 6" PIPE 1. Prior to installation of a sanitary sewer connection, a side-sewer permit must be wp d Z REMOVE 2"x4" STUD AND CAP OR PLUG purchased from the City of Renton Public Works Department. m _ 'o ON END OR EXISTING 6" SEWER PIPE. AND CI. - I INSTALL BUILDING SEWER COUPLINGS, 2. Types of pipe and fittings that con be used for sanitary sewers shall be approved lo REDUCER, TEES, AND BENDS AS REQUIRED. by the Deportment of Public Works. Rubber or neoprene gaskets os specified by the 11.11 manufacturer, shall be used on joints. PROPERTY LINE SEE SIDE SEWER DETAIL DWG BR39, u.iV SP PAGE 8078 3. A minimum grade of 2% (1/4" per foot) must be maintained with 4" pipe. In the O- ; J 6" PIPING TO 6"-0" event a 2% grade cannot be maintained, the owner must grunt o grade release to w BEYOND PROPERTY LINE the City and then can install 6" pipe at a grade of 1%. w w 6" SIDE OUTLET TEE 0 o_ `SEE NOTE 6 SEWER MAIN elle 4. For inspection of side sewer, call 24 hours in advance. The inspection phone a N // PLAN number is on the side sewer permit. Site must be ready for inspection and -q--''---1r- ] BUILDING representative on site when inspector arrives at appointed time. Side sewer and stub L1L SEWER shall be tested per City specifications. Moke the connection at the house. Do not -. INSTALLATION backfill the ditch until approval is given by the inspector. Final approval will be WWI granted after the existing septic tank has been pumped out and filled with sand. 5. Install side sewer with 2' minimum cover. 18" cover is allowed of the house if outlet is shallow. CALL FOR LOCATIONS BEFORE YOU DIG 6. If side sewer stub is not available. The owner shall be responsible for its 48HR LOCATORS 1-800-424-5555 Illii installation. The side sewer shall be a minimum of 6" in size. If tee is not available, the main sewer line must be topped thru a cast iron saddle. All work within street right-of-way shall be done by a licensed and bonded contractor. 7. All work shall be accomplished in accordance with the Washington Industrial Safety — TYPICAL BUILDING SEWER Nil and Health Act. (WISHA) SIDE SEWER (PROPERTY LINE) 8. All trench restoration for side sewers in the public right-of-way shall conform to the most current trench restoration requirements os shown on dwg. ,#HR-23. TO BUILDING CONNECTION • 9. All building sewer and side sewers shall hove bedding in accordance with drawing INSTALLATION PLAN BW18C or 0R09 as applicable. \� 0ADOPTED 10. There shall be a minimum 10 foot horizontal seperotion between sanitary side "` 'f' CITY OF RENTON sewers and water services and o minimum 5 foot horizontal seperotion between + �:7R + sanitary side sewers and QII other utilities. /��� STANDARD PLANS Irr ~r N T 0 LST DATE: 12/96 DATE REVISION BY APPR'D DWG. NAME: BR35 SP PAGE: B082 girt II A A or A A g1irrue2'—0" CONCRETE rmi +r CLASS 3000 �r "'11J IFI I I 12"0 I8„ 1 i 1 2 FIBER JOINT am 15-41" PACKING SECTION A—A MI 45' (1/8) BEND —N., B . .(-----71.1 B • I co f1 \.*: . :, 9 ivy \. .,...::,i.: PIPE MATERIAL AS SPECIFIED ' BY THE ENGINEER p� 843„ \ • • UM 8 7 11241WA T 11" 2 ow SECTION B—B CAST IRON RING AND COVERimmillimm IJiP, IN MA NASEWER JOINTS• is aro r NOTES: 6 INCH OR 8 INCH 1. ALL CLEANOUTS SHALL BE INLAND FOUNDRY CO. INC. No. 247. 2. IN UNIMPROVED AREAS, POUR A 1•-0" THICK, 2'-0" SQUARE CLEANOUT CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. lTv O ADOPTED �'6 "-'1 CITY OF RENTON 4. �. _ STANDARD PLANS ''N'TO' LST DATE:04/10/2004 °r 04/10/03 Revised notes. JDH DMC 10/17/96 Added notes. DCV AG DATE REVISION BY APPR'D DWG. NAME: BW18B SP PAGE: B076 rr New BACKFILL MATERIAL r_ W (SEE NOTE 4) LIMITS OF PIPE ZONE 411 (SEE NOTE 5) 6.. CONCRETE CLASS C (SEE NOTE 8) C ow FOUNDATION LEVEL , ;' �' I I IIIIIIINAIII B A t (CLASS A DESIGN) -I- - I- W (SEE NOTE 4) LIMITS OF PIPE ZONE to BACKFILL MATERIAL (SEE NOTE 5) x /^:".<",</: 6 BEDDING MATERIAL x,s'` x r IN FOR RIGID PIPE ,.' ,,) C (SEE NOTE 6) ,\/,..,\.,6 x /5,, , /, 4 ! B FOUNDATION LEVEL11///;,,,,:/,-,:;',','" :;/:, /,://;/// //<,;'� MIN / /// //// { (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE No W (SEE NOTE 4) LIMITS OF PIPE ZONE f • '% '%/ " 1 —0„ lig "z"9 :// ',/:///,:, I BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) B FOUNDATION LEVEL I (CLASS F DESIGN) am 4-4-97 BEDDING FOR FLEXIBLE PIPE 2-21-91 NOTES: IN 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. Y10 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. BEDDING CLASS DESIGN 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL 4" MIN. MI TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18". A 1/4 I.D. • • ZERO • 12" MAX. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, B 1/4 0.0. 1/2 0.D. 1/8 O.D. ZERO 0.D. NO EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. C 3/4 O.D. 1/2 0.D. 1/8 O.D. O.D. — 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. • A = 4" MIN. 27" I.D. AND UNDER 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES 6" MIN. OVER 27" I.D. IMO SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. PIPE BEDDING FOR SANITARY SEWER �C�' p ADOPTED V CITY OF RENTON + CR + ,,, STANDARD PLANS Ow /i'''1\11'°* LST DATE:4/97 Corrected note 4 DCV DT Revised notes, 4,5,7,& B. Added note 6 KJ DATE REVISION BY APPR'D DWG. NAME: BW18C SP PAGE: B077 SEISMIC RETROFIT OF RENTON FIRE STATION 11 UNIT PAVERS SECTION 02780 PAGE 1 OF 2 se PART 1 -GENERAL 1.1 DESCRIPTION 11111 A. Furnish all material,labor,services and related items required to complete work indicated on Drawings and specified herein. The items of work to be performed shall include but may not be limited to the import, NW placement,and compaction of granular surfacing,unit pavers,spacers,and edge restraints. 1.2 RELATED SECTIONS A. Section 02200—Selective Demolition&Site Preparation B. Section 03300—Cast in Place Concrete 1.3 QUALITY ASSURANCE r. A. The Contractor must be experienced in work of the highest professional quality and have facilities and personnel adequate for the work specified. els 1.4 SUBMITTALS .11111 A. The Contractor shall submit to the Owner's Representative written materials containing the following information: Submit manufacturers product specifications and recommended installation procedures for all manufactured products to the Owner's Representative for approval prior to delivery to the project site.Submit sieve analysis for all granular products. se r+. PART 2-PRODUCTS 2.1 COMPACTED SAND BASE A. Fine,sharp,washed concrete sand,free of foreign material,conforming to ASTM C 33. Under no circumstances should masonry mortar sand,limestone screenings or stone dust be used as a compacted base. es 2.2 CONCRETE UNIT PAVERS AND ACCESSORIES A. Architectural Slabs,Vancouver Bay shot blast finish,22 x 24 x 1 '/,pavers produced by Mutual Materials at 425-452-2300 or www.mutualmaterials.com B. Bedding Sand for Leveling Course: Fine,sharp,washed concrete sand,free of foreign material,conforming to ASTM C 33. Under no circumstances should masonry mortar sand,limestone screenings or stone dust be used as a leveling course. C. Sand for Joints: ASTM C 144 except use aggregate graded with 100 percent passing the No.8 sieve and 95 percent passing the No. 16 sieve. se ... SEISMIC RETROFIT OF RENTON FIRE STATION 11 UNIT PAVERS SECTION 02780 PAGE 2 OF 2 PART 3-EXECUTION "" 3.1 PLACEMENT OF CRUSHED ROCK BASE A. Place 4"compacted sand base as required to attain specified depth at compaction of 95 percent density. 3.2 PLACEMENT OF CONCRETE PAVERS MEP A. Set pavers in 3/4 in to 1 inch Bedding Sand. Joints to be 1/8 inch to 1/16 inch and swept with sand. B. Review placement plan with concrete curb layout and with Architect prior to installation. 3.3 FINAL SURFACING: A. The final surface elevations shall not deviate more than 1/8 inch under a 10 feet long straight edge and shall conform to all finish surface elevations shown on Drawings. WO 3.4 CLEAN-UP AND REPAIR A. Repair and replace defective unit pavers which are loose,chipped,broken,stained,or otherwise damaged, or as directed by Owner's Representative. Provide new units to match adjoining units and install in the same 1111/ manner as original units,with same joint treatment to eliminate evidence of replacement. B. Protect paving from damage until Final Acceptance.Remove surface stains and spillage of materials as they occur. C. Sweep concrete pavement and wash free of stains,discoloration,dirt and other foreign material just prior to Final Acceptance. - END OF SECTION Or 0. • r•• SEISMIC RETROFIT OF RENTON FIRE STATION 11 CAST-IN-PLACE CONCRETE SECTION 03300 PAGE 1 OF 6 PART I GENERAL 1.01 DESCRIPTION OF WORK A. The work includes exterior retaining curbs at the patio,patching interior slabs where new work or demolition occurs,and repairing exterior sidewalks and equipment pads where demolition or new work occurs. B. Note the interior floor at the kitchen grease trap will have to be patched. it. 1.02 RELATED SECTIONS 1.03 REGULATIONS A. Conform with requirements of Renton Building Code as pertains to structural cast-in-place concrete,except as supplemented and modified herein. 1.04 STANDARD SPECIFICATIONS 1111. A. Conform with requirements of the following Standard Specifications as referenced or as modified and supplemented hereinafter. 1. ACI Specifications for Structural Concrete for Buildings,ACI 301. .■ 2. ACI Recommended Practice for Selecting Proportions for Concrete,ACI 613. 3. ACI Recommended Practice for Cold Weather Concreting,ACI 306. 4. ACI Recommended Practice for Hot Weather Concreting,ACI 605. 5. State of Washington Standard Specifications for Road and Bridge Construction 1980. Hereinafter called WSDT. 1.05 QUALITY CONTROL Y.► A. Special Inspection: Notify Architect at least 48 hours before inspection will be required;inspection will be required immediately prior to any intended pours or placement of concrete. ,r. B. Concrete Work: Concrete work to be exposed architecturally finished concrete;special care must be taken to provide specified,finished surfaces without gravel pockets,and other defacements. 1111 1.06 SUBMITTALS A. Records: Maintain record of all concrete placement;indicate exact mix proportions,list time,date,location in +� the project,weather conditions at the time of placement and the source of the concrete supply. Make records available to Architect at any time during the course of construction and submit at end of concrete placement phase of project. rr PART 2PRODUCTS 2.01 CONCRETE MATERIALS an A. Aggregates 1. Standard: ASTM C33. B. Cements 1. Provide cements obtained from same course or of same brand for concrete in same element or portion of the work. .., SEISMIC RETROFIT OF RENTON FIRE STATION 11 CAST-IN-PLACE CONCRETE SECTION 03300 PAGE 2 OF 6 2. Standard Portland Cement: Columbia, Ideal,Kaiser,Lone Star,standard gray Portland cement conforming with requirements of ASTM C150;use type I, II or type III. am C. Admixtures 1. Use only one brand of admixtures. 2. Water-Reducing Admixture: Master Builders Pozzolith 344-N,or approved. Chemical admixture conforming to requirements of ASTM C494,Type A. 3. Retarder-Densifying Admixture: Master Builders Retarding Pozzolith,or approved; ASTM C494, Type B. 4. Accelerator: Chemical admixture designed to accelerate set on concrete but not corrode reinforcing steel;ASTM C494,Type C. 5. Air Entraining Agent: Conform to requirements of ASTM C260. 6. Contractor shall verify in writing that all admixtures used are compatible. D. Bonding Agents: Grace Construction Materials Daraweld C,Master Builders Concresive Liquid(LPL),or rr approved. Emulsion-type additive of plasticized high polymer resins designed for bonding of concrete. E. Adhesives 1. Simpson SET,Hilti HIT HY 150,or approved. Use for grouting embedded dowels and reinforcing bars. 2. Grout for exposed surfaces shall be non-staining. 3. Primers and Sealers: As recommended by the adhesive manufacturer. F. Other Ingredients: Provide other ingredients as noted on drawings or as required by Code or Standard Specifications. G. Steel Reinforcement Bars: ASTM A615;types,sizes and grades as indicated and noted on drawings;all bars free from rust and loose scale at time of delivery. 2.02 SEALER A. For non-formed surfaces: Burke Spartan-Cote Cure-Seal-Hardener,Sonneborn Kure-N-Seal,West Floor Treatment,Stonetop CS9,or approved. Transparent curing agent complying with requirements of ASTM C309, Type 1. ""' 2.03 NON-SHRINKING GROUT A. Hallemite Por-Rok cement,or approved special non-shrinking grout mix;apply in strict accordance with �., manufacturer's directions;take care to protect adjacent finished surfaces from defacement. Provide for sleeves, and where indicated. 2.04 CONCRETE MIXES 4.1 A. Quality of Concrete 1. Assumed Compressive Strengths: Assumed compressive strengths and locations of same are noted on drawings. 2. Admixtures a. Add in accordance with manufacturer's directions. b. If approved,water-reducing retarder may be used when the temperature of the concrete,as placed,exceeds 65 degrees F. c. If approved,accelerator may be used when temperature of concrete is less than 40 degrees F. SEISMIC RETROFIT OF RENTON FIRE STATION 11 CAST-IN-PLACE CONCRETE SECTION 03300 4110 PAGE 3 OF 6 d. Use retarder-densifier when placing concrete in warm weather conditions or when ambient temperature exceeds 65 degrees F. - e. Air-entrain all concrete subjected to freezing temperature after curing. B. Mix Design MIN 1. Determine mixes in accordance with the following;maximum water/cement ratio as noted on drawings. 2. Proportions and Tests: Conduct determination of proportions and tests in accordance with basic relationships and procedures outlined in ACI 211.1 and 211.2. 3. Certificates: Submit certification of previously tested mix designs. 2.05 MIXING CONCRETE A. Standard Concrete 1. On-Site Mixing: Job-mixed concrete may be used in lieu of ready-mixed concrete at the option of the Contractor providing that the concrete meets the requirements of these specifications. 2. Ready-Mixed Concrete: Mix and transport in accordance with ASTM C94. 2.06 CONCRETE REINFORCEMENT A. Reinforcement 1. Fabricate steel bar reinforcement to shapes and dimensions as shown and placed as indicated. 2. Welding: Where welding of reinforcement is indicated and required,provide welds in accordance with AWS D1.4;include bar splices,connection devices,inserts,anchors,and anchorage details ,s where noted or required by drawings. 3. Clean reinforcing bars free from loose rust,mud,oil and other foreign matter affecting or reducing bond using approved portable sandblasting equipment. Accurately position bars in accordance with approved placement drawings and secure against displacement. Lap at intersections as indicated or as directed;extend reinforcement through,and lap beyond,construction joints 2.07 CONCRETE FORM WORK +r+ A. Protection of Forms: Withdraw projecting nails or other objects from contact surfaces before reusing;clean and completely recondition all forms prior to reuse;repair any damage to forming surfaces caused during previous usage. Formwork with patches or repairs affecting appearance of the concrete surfaces will not be permitted. B. FORMS 1. For Unexposed Surfaces: Formboards of Standard grade Douglas fir,T&G or shiplap,not wider than 8",Si S2E. 2. For exposed concrete,interior of shafts,and walls to be covered with veneer;Plywood;HDO Plyform EXT-APA, Simpson Formguard,or approved;minimum 3/4"thick;omit mill oiling;at the Contractor's option,standard or high-density overlaid plywood forms may be used in lieu of form boards. C. INSERTS 1. Chamfers: Where noted on drawings provide 1/2",3/4", 1-1/2"or 2"triangular plastic strips as required;provide 3/4"radius plastic strips where membrane waterproofing is indicated. Place and secure in forms at external corners. D. FORM RELEASE AGENT Ile 1. Burke Concrete Accessories Burke-Release,Nox-Crete Co.Form Coating,Industrial Synthetics Corp. Synthex,or approved. Release agent with non-staining and no-interference characteristic with bonding capabilities of paints,plasters,or other surface coatings. E. FORM TREATMENT Before erection of forming,plug and seal all cracks,holes,slits,gaps and other"telegraphing"imperfections in contact surfaces. Treat contact surfaces as follows: Board Forms .., SEISMIC RETROFIT OF RENTON FIRE STATION 11 CAST-IN-PLACE CONCRETE SECTION 03300 PAGE 4 OF 6 1. For unexposed surfaces: Keep wet previous to placing concrete;wet thoroughly just prior to the placing of concrete. 2. For exposed surfaces: As specified for plywood contact surfaces. 3. Plywood or Steel Contact Surfaces: Bleach high-density overlaid forms with lye. Spray release agent to contact surfaces uniformly. Apply before each use at not less than the following coverages;for steel or high-density plywood forms, 1 gallon per 3,000 square feet;for medium density plywood form,1 gallon per 1,500 square feet;for standard plywood forms,1 gallon per 1,000 square feet. PART 3 EXECUTION ,rr 3.01 CONSTRUCTION AND CONTROL JOINTS IMO A. Form all joints perpendicular to main reinforcement,or as shown on drawings. Unless otherwise noted on drawings,continue all reinforcing across joints;provide longitudinal keys at least 1-1/2"deep at all joints in walls and between walls and slabs or footings.Remove keyforming inserts and thoroughly clean surface of concrete - at all joints before placing next lift using approved portable sandblasting equipment. B. In Slabs: Refer to Drawings for Details.Form or saw-cut to true,straight lines,maximum variance from true line of 1/4"in 10'and no irregularities across joint in excess of 1/8";extend reinforcing steel through and lap beyond joints. Provide construction or control joint where indicated or not more than 20'o.c.each way,preferably under r. partitions. 111 3.02 EXPANSION JOINTS A. Provide in earth-supported structures wherever exterior slabs abut vertical surfaces;at intersections of new concrete pavement and walks with old;elsewhere indicated on drawings. Run no reinforcement or other metal trim continuous through joints,unless otherwise indicated. .r 3.03 REPAIR A. Immediately after removal of forms,cut back ties;inspect surfaces for defects;repair or patch defects only after defects are inspected by Architect and then only with his permission. Do all cutting and repair within 48 hours after removal of forms;cure repairs same as new concrete. '"'r' B. Defective Areas: Where patches are allowed,repair and patch areas;must match surrounding areas in color and texture so as to be indistinguishable after completion,including curing and finishing.Determine mix for color by trial mixes before patching;after initial cure,dress patch or repair area mechanically or by hand for texture «r match. C. Preparation for Repair: Repair all defective and damaged concrete,including honeycombed,sandstreaked or fractured concrete,voids and gravel or air pockets;chip defective material out to a 1-inch minimum depth and square edges with surface;no"feathered"edges will be permitted. Clean prepared areas,dried patch areas and adjoining areas for at least 6 inches around patch free from dust,and keep wet for at least 3 hours prior to application of patch material;allow surfaces to surface dry before applying patch material. JO D. Bonding Grout: mix bonding grout for patching using approximately 1-part cement and 1-part fine sand passing No.30 mesh sieve mixed with only enough water to provide a mixture of thick cream consistency. After mixing brush bonding grout onto surfaces to be patched. E. Patching Mixture: Mix patching material of approximately same materials as concrete,except that coarse aggregate is omitted and mortar consists of 1-part cement to 21/2 parts sand by damp loose volume. Add no more water than is necessary for proper handling and placing;mix mortar in advance and allow to stand with .r �.,. SEISMIC RETROFIT OF RENTON FIRE STATION 11 CAST-IN-PLACE CONCRETE SECTION 03300 '11110 PAGE 5 OF 6 frequent manipulation with a trowel,without addition of water,until it has reached the stiffest consistency that will permit placing. INS F. Application: When surfaces of patch area are surface dry,thoroughly and uniformly brush bond coat into surfaces. When bond coat starts to dry and has lost its sheen,apply premixed patching mortar to area and consolidate mortar;strike off patch area slightly higher than surrounding surface;leave patch undisturbed for at OW least 1 hour to permit shrinkage;finish area to match adjacent surfaces and keep damp for curing for at least 7 days. G. Tie Holes: Below grade,clean and dampen as specified for preparation of patched area;fill holes solid with patching mortar and cure as specified hereinbefore. Above grade,tie holes to be placed 24"o.c.in each direction,in similar pattern,as approved by Architect. Clean hole and cover metal insert with dab of silicone ION sealant. 3.04 FINISHES FOR FORMED SURFACES 111. A. As-Cast Finishes 1. Rough Form Finish: Provide for surface of subgrade walls,foundation walls and footings. 2. Smooth Form Finish: Provide for exposed surfaces,including painted surfaces,unless otherwise specified. 3.05 FINISHES FOR UNFORMED SURFACES ow A. General 14) Screed all slabs,for whatever finish,to true levels or slopes,work surfaces only to the degree required to produce the desired finish;do no finishing in areas where water has accumulated,drain and re- screed;in no case use cement and sand sprinkling to absorb moisture. Carefully finish all joints and edges with proper tools,unless otherwise specified. Strike smooth tops of walls or buttresses, irr horizontal offsets,and similar unformed surfaces occurring adjacent to formed surfaces after concrete is placed or as indicated on drawings;float to a texture consistent with that of the formed surface and continue finishing of formed surface uniformly across these related unformed surfaces. rn B. Screed Finishes 1. Rough Screed Finish: Consolidate,level and screed surfaces to obtain evenness and uniformity; remove all surplus concrete after consolidation by striking off with sawing motion against guide strips. 2. Provide for top horizontal surfaces of footings and foundation walls. �,. C. Float Finishes: 1. Consolidate,level,and screed surfaces to obtain evenness and uniformity;remove all surplus concrete after consolidation by striking off with sawing motion against guide strips. Float surface smooth with power-driven equipment to true plane within a tolerance of 1/4"in 10'as determined by a 10' u"` straightedge placed anywhere on slab in any direction. Begin floating when water sheen has disappeared from surface and/or when mix has stiffened sufficiently to permit operation of power floating equipment;use hand floats of wood or cork in locations inaccessible to power-driven equipment. J. Recheck trueness of surfaces;cut down any high spots and fill any low spots as required to form, smooth,granular texture,free from screed marks and defects. 2. Provide for surfaces scheduled or noted on drawings and slabs where no other finish is specified or noted.(FF) D. Applied Treatments 1. Finish slabs as specified hereinbefore and apply surface treatment where scheduled or specified. ,w SEISMIC RETROFIT OF RENTON FIRE STATION 11 CAST-IN-PLACE CONCRETE SECTION 03300 PAGE 6 OF 6 01110 2. Sealer-Hardener: Coat newly finished slabs as soon as surface water has disappeared and upon completion of finishing operation. Apply 1 additional coat just prior to acceptance of the project. wr _ E. Defective Work: Remove and replace when directed by Architect,surfaces which show excessive shrinkage cracks. tom 3.06 NON-SHRINK GROUT A. Apply in accordance with manufacturers direction;protect adjacent finished surfaces from defacement. Provide for sleeves,and where indicated. 3.07 CURING AND PROTECTION A. Protect freshly deposited concrete from premature drying and excessively hot or cold temperatures;maintain minimal moisture loss at relatively constant temperature for necessary hydration time and proper hardening of concrete. Do not use curing agents for concrete that will receive fluid applied waterproofing or pedestrian traffic it topping. B. Duration of Curing: In addition to overnight initial curing,continue final curing operations until the cumulative «w number of days or fractions thereof,not necessarily consecutive,during which temperature of the air in contact with concrete is above 50 degrees F.equals 7 days;if high-early strength concrete has been used continue final curing operation for 3 days total calculated as before. Take care to prevent rapid drying at the end of the curing period. If early removal of forms is approved and forms are removed during the curing period apply one of the sio curing methods specified in Standard Specifications and continue curing for the remainder of the required curing period. wee ""END OF SECTION*** e. en IP J.. 110 e. .ee ,., SEISMIC RETROFIT OF RENTON FIRE STATION 11 MASONRY SECTION 00400 1111 PAGE 1 OF 3 PART 1 GENERAL 1.01 DESCRIPTION OF WORK A. Interior and exterior Concrete Masonry Unit and Brick Masonry walls including masonry unit details. 1.02 REGULATIONS A. Conform with requirements of Renton Building Code as pertains to masonry, as supplemented and modified herein. B. Conform to the standards and practices published and promoted by the Northwest Concrete Masonry Association. 1.03 SUBMITTALS iw A. Certification of Compliance: Submit certificate that materials herein comply with specified requirements. ""` B. Product Data: Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications, physical characteristics and performance data. Submit as a supplement, manufacturer's instructions and directions for application if not included in manufacturer's published literature. 1.04 QUALITY CONTROL A. Special Inspection: Notify Architect at least 48 hours before inspection will be required. 1.05 HANDLING A. Precautions: In freezing weather, do no masonry work unless approved means are provided for heating materials and masonry is protected from cold and frost until mortar has hardened;adding of anti-freeze ingredients to mortar will not be permitted. In rainy weather, do work only under cover; take particular care to see that backing and substrate are free of surface moisture. 1.06 COLOR STANDARDS A. Concrete Masonry Units: The Concrete Masonry Unit should be selected to match the existing units. Provide a sample to the architect prior to ordering material. PART 2 PRODUCTS 2.01 CONCRETE MASONRY UNITS A. To be manufactured by Mutual Materials, Color, texture, and dimension to match existing and the drawings. B. Thicknesses as noted on drawings; residual moisture content at time of delivery, not more than 30%. 11111 g.» e„ SEISMIC RETROFIT OF RENTON FIRE STATION 11 MASONRY SECTION 00400 41111 2.02 REINFORCING PAGE 2 OF 3 A. Reinforcing Bars: Deformed bars conforming with requirements as ASTM A615, ,., and Code; sizes and grades indicated and noted on drawings. 2.03 ANCHORS .w A. As indicated on drawings and in structural drawings. 2.04 SEALANT ere A. Fabrishield 653 Siloxane/Quartz Water Repellent as manufactured by Fabrikem Manufacturing Ltd. PART 3 EXECUTION 3.01 INSTALLATION OP A. Workmanship: Lay work to true lines, plumb and level, unless otherwise indicated. Fill joints full of mortar. Build in work finished by other trades, as required,without weakening or defacing masonry;obtain exact sizes of openings for ducts, grilles, err piping, and other work furnished by other trades and properly build around same. Locate pipe and conduit within walls,where indicated, so as not to impair strength of wall;cut masonry neatly with machine where outlet boxes or other equipment are required. Fill around pipes and ducts passing through masonry walls solid with mortar or grout. B. Wetting Masonry Units: Do not wet concrete masonry units. 3.02 LAYING CONCRETE MASONRY UNITS A. Lay units in regular bond, break vertical joints to true,evenly spaced lines. Fill joints full of mortar at face shells and cross webs of units; make joints uniform, approximately 3/8"wide. Provide weathered exposed exterior horizontal joints and flush vertical joints; concave interior exposed joints. Build units tight to abutting construction. Where hollow units cannot be used,fill with solid units of same material;cross-bond each course at corners and intersections; build walls from floor slab to construction above, unless otherwise indicated, and caulk with sealant as specified in 07900. i.r B. Reinforcing 1. Lay so as to preserve unobstructed vertical continuity of cells to be filled. Full bed in mortar all walls and cross webs forming cells to be filled; provide clean-out openings before grouting. 2. Placing Vertical Reinforcement: Place bars in accurate locations in hollow cells of units prior to grouting, lapping at least 40 bar diameters or 1'-6"minimum. Support reinforcement in position by approved mechanical devices at top, bottom, and at intervals not exceeding 192 bar diameters. 3. Grouting: Do no grouting until hollow masonry walls have been constructed for a minimum of 4 hours;fill vertical cells full of concrete,where indicated, making no OP lifts or pours more than 48"in height. Clean and wet surface of preceding pour before making new pours; if grouting is stopped for more than 1 hour,form horizontal construction joint by stopping pour 1-1/2"below top of uppermost masonry unit. C. Anchors: Provide anchors as indicated on drawings. SillSEISMIC RETROFIT OF RENTON FIRE STATION 11 MASONRY SECTION 00400 PAGE 3 OF 3 D. Pointing: Upon completion, point exposed work of this Section; fill holes and cracks; remove loose mortar; cut out defective work and repoint as required where directed. No cracks permitted. is E. Cleaning: Thoroughly clean surfaces to remain exposed whether to be painted or not. Remove mortar from adjacent materials before mortar starts to harden; leave •• all surfaces clean,free from mortar and other stains or defacements. F. Sealing: Apply per manufacturer's recommendations for execution and coverage rate. Test each surface to be treated for compatibility, to establish typical coverage rate and to confirm degree of water repellency. *** END OF SECTION *** MIN IMP 410 MIN �. SEISMIC RETROFIT OF RENTON FIRE STATION 11 ROUGH CARPENTRY SECTION 06100 PAGE 1 OF 3 PART 1GENERAL 1.01 WORK INCLUDED A. Wood construction with sawn lumber ell B. See structural notes on drawings for structural carpentry requirements. C. Glu-lam at kitchen door opening 1.02 REGULATIONS .� A. Grading Rules: Provide lumber and plywood graded in accordance with official grading rules of association having jurisdiction;furnish official certification of inspection,if and when requested. 1. Softwoods: Standard Grading Rules for Western Lumber of the Western Wood Products or Association. 2. Plywood: American Plywood Association. w.r B. Standards: Comply with ANSI/AITC A 190.1 "Structural Glued Laminated Timber". wo 1.03 QUALITY CONTROL A. Materials: Provide lumber with moisture content of no more than 19%,furnish moisture content certificates,if and when requested. B. Glued Laminated Manufacturer Qualification: Provide factory-glued structural units,produced by AITC-licensed firm,qualified to apply the AITC"Quality Inspected"mark. Factory mark each piece of glued laminated structural units with AITC Quality Inspected mark. Place AITC mark on timber surfaces which will not be exposed in completed work. 1.04 HANDLING A. Shipping and Storage: Ship and store lumber,trusses,glulams,and all other materials to protect from damage w and exposure to moisture. 1.05 DIMENSIONS w. A. Lumber called out in whole numbers,i.e.4x6,2x8,etc.,denotes sawn lumber. 1.07 SUBMISSIONS A. Glulam Product Data: Submit manufacturer's data,specifications and installation instructions covering lumber, adhesives,fabrication process,preservative treatment,accessories and protection. Submit Shop Drawings in +r accordance with Section 01300. Show full dimensions of each member and layouts of entire wood structural system. Show large scale details of connections,connectors and other accessories. Indicate species and stress grade of lumber,type of glue,camber,and other variables in required work. B. Rough Hardware/Connections: Provide shop drawings of all connectors,connections,and rough hardware which must be specially fabricated. Provide catalog of all standard items. SEISMIC RETROFIT OF RENTON FIRE STATION 11 ROUGH CARPENTRY SECTION 06100 tip PAGE 2 OF 3 ,r, PART 2PRODUCTS 2.01 ROUGH LUMBER «w A. Joists and Studs: Douglas fir No.2 S4S to standard dimensions,except where special shapes are specified or indicated;sizes as indicated. "o B. Beams,Stringers,Posts,and Timbers: Douglas fir No. 1. 2.02 PLYWOOD A. Grade: CDX EXT-APA,at roof.Use 5/8"Plywood at roofs and 1/2"at walls. Do not use OSB. B. Grade: AC EXT-APA,at wainscots to receive plastic laminate. tor 2.03 TRIM .. A. VGF: Vertical Grain Douglas Fir. Kerf back in members over 6"in width. 2.04 GLUED LAMIANTED MEMBERS: A. Glued laminated members shall be appearance grade,fabricated in conformance with AITC A190.1,for structural glued laminated timber. All members shall be fabricated on industrial grade Douglas Fir-Larch in accordance with American Institute of Timber Construction(A.I.T.C)specifications,using waterproof glue throughout. Each member shall bear an A.I.T.C.identification mark and be accompanied by an A.I.T.C. certificate of conformance.One coat of end sealer shall be applied immediately after trimming in either shop or field. Beams shall be to standards shown on drawings. Nr 2.05 BUILDING FELT A. Asphalt-saturated felt,weight approximately 30 pounds per 100 s.f. 2.06 ROUGH HARDWARE A. Provide all necessary spikes,nails,screws and bolts for proper installation of rough carpentry;sizes and quantities as indicated;where not indicated,provide sizes and quantities as required by Code or as directed; galvanized. 1. Nails and Spikes: Common,as indicated or in accordance with Table 23-III-C-2 of UBC. 2. All fasteners shall be stored in the manufacturer's original packaging till installed. Any fastener not stored in the manufacturer's packaging shall be removed from the site. •• B. Provide all necessary hardware. Unless otherwise noted,all framing hardware called for on drawings shall be by Simpson Strong-Tie. Note that some connectors are not standard shapes or sizes. See drawings for locations and/or details. Hardware shall be attached per manufacturer's recommendations using all specified 1110 fasteners. Equivalent UBC approved products by other manufacturers may be substituted,upon approval by Engineer but appearance must be the same,or approval by architect is necessary. o.. olo SEISMIC RETROFIT OF RENTON FIRE STATION 11 ROUGH CARPENTRY SECTION 06100 PAGE 3 OF 3 2.07 MISCELLANEOUS ITEMS A. Provide all incidentals and accessories,tools,fastenings,and equipment necessary for the complete installation .. of rough carpentry. 2.8 GALVANIZING A. All metal accessories which are to be exposed to weather,or which are adjacent to wet use areas in the facilities,shall be hot-dip galvanized in accordance with ASTM A153. .r PART 3EXECUTION 3.01 INSTALLATION A. Workmanship: Carefully layout,cut,fit,and erect items;use sufficient nails,spikes and bolts to insure rigidity and permanence. Drive nails perpendicular to grain in lieu of toe-nailing where practicable. Install all work to true lines,plumb and level unless otherwise indicated. B. Pre-drill lumber with slightly undersized holes if splitting occurs,or if larger than 20d nails are used. rrr C. Building Felt: Provide under wood plates and any other wood members bearing directly on concrete in connection with earth. Cut neatly and install so that felt is not visible. Provide between all CMU and wood members. D. Building Felt @ Roof: See Roofing Specification for materials and direction. — F. Installation of Glulam Products 1. Install with hardware shown on drawings. 2. General: comply with AITC 105"Recommended Practice for the Erection of Structural Timber Framing" and manufacturer's instructions. 3. Cutting: Avoid cutting members during erection,to the greatest extent possible. Except for fastener drilling and other minor cutting,coat cuts with end sealer as specified for"Materials". 4. Handle and temporarily support members to prevent surface damage which will be visible after completion of the work. 5. Do not remove wrapping on individually wrapped members until it will serve no useful purpose,including ""• protection from the weather,soiling and damage from work of other trades. Coordinate removal of wrapping with finishing work specified in Section 09900. Retain wrapping wherever it can serve as a painting shield. 6. Repair damaged surfaces and finishes after completing erection and removing wrappings,or replace damaged members as directed where damage is beyond satisfactory repair. 41, n'END OF SECTION' RENOVATIONS TO RENTON FIRE STATION 11 FINISH CARPENTRY SECTION 06200 PAGE 1 OF 4 PART 1GENERAL o.. 1.01 RELATED WORK A. Section 06100 ROUGH CARPENTRY �. B. Section 08710,FINISH HARDWARE C. Division 15000, MECHANICAL D. Division 16000, ELECTRICAL " 1.02 REGULATIONS A. Grading Rules: Provide lumber and plywood graded in accordance with official grading rules of association having ..r jurisdiction;furnish official certificate of inspection,if and when requested. 1.03 STANDARD SPECIFICATIONS r A. Conform with requirements of"Quality Standards"of the Architectural Woodwork Institute,hereinafter called AWI, as supplemented and modified herein. 1.04 QUALITY CONTROL A. Materials: Provide kiln-dried finish wood of not more than 9%moisture content for hardwoods and 12%for dal softwoods when delivered to the project;furnish moisture content certificate,if and when requested. B. Fabricator: Fabricator of finish carpentry items must have plant and facilities adequate to fabricate required items; must be regularly engaged in the production of similar type work and able to show examples of his work satisfactory to the Architect;must be approved by the Architect. 1.05 SUBMITTALS A. Shop Drawings: Submit for approval;show details of all joints and other fabrication details including glue lines of all laminated members;indicate types of lumber,adhesive,and fasteners;show field dimensions where same are ... required for proper shop fabrication of finish carpentry;show connections to adjacent construction and materials or work of other trades. B. Samples: Submit samples of proposed wood solids and veneers;show color,grain pattern,and finish. Obtain approval of samples prior to fabrication of any work. C. Product Data: Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications,physical characteristics and performance data. Submit as a supplement, manufacturer's instructions and directions for application if not included in manufacturer's published literature. 1.06 COLOR AND FINISH STANDARDS MOP A. Colors and patterns of plastic laminate and other materials as selected by Architect. "• 1.07 HANDLING A. Shipping and Storage: Take care to protect finish woodwork from damage at all times up until acceptance of the work by the Owner. Store finish woodwork,scheduled for installation of the interior of the project,in warm,dry place;maintain temperature and humidity conditions of storage at conditions approximating conditions anticipated in the finish project. OW RENOVATIONS TO RENTON FIRE STATION 11 FINISH CARPENTRY SECTION 06200 PAGE 2 OF 4 B. Precautions: Delay installation of finished woodwork until fabricated items have acclimated to conditions of temperature and humidity in the project;warped or distorted items will not be accepted. Install no finished �.. woodwork until project is dry so as to prevent any damage due to excessive moisture contact changes. 1.08 MAINTENANCE 41r A. Furnish to the Owner complete description,including list of materials and methods,of recommended procedures to be followed for care and maintenance of all finishes and materials. PART 2 PRODUCTS 2.02 STANDING AND RUNNING TRIM A. Trim with Transparent Finish at Casework: Includes all areas indicated to be Maple on drawings. 1. AWI Quality Grade: Custom 4111 2. Solid Wood: Maple,plain sawed 3. Plywood: Maple,plain sliced W. 2.03 CASEWORK A. Casework for Transparent Finish: Includes all areas not indicated as having plastic laminate or metal finish on „r„ drawings. 1. AWI Quality Grade: Custom 2. Construction: Details shall conform to Reveal Overlay design. 3. Exposed Parts: Maple,plain sawn or plain sliced. 4. Semi-Exposed Parts: As governed by Custom AWI quality grade. ..� B. Casework with High Pressure Laminate or Stainless Steel Surfaces: At all areas indicated on drawings. 1. AWI Quality Grade: Custom 4111 2. Construction: Details to conform to Reveal Overlay Construction. 3. Exposed surfaces: Solid color high pressure laminate,color to be selected by architect. 4. Semi-exposed surfaces: As governed by Custom AWI quality grade. 5. New Counter tops and backsplash at Kitchen to be Stainless steel per details. 6. Reuse existing butcher block counter top at kitchen 7. Resurface counter tops in existing toilet rooms with stainless steel as shown on drawings. 8. Counter top at computer area to be plastic laminate. ,11, 9. Electrically ground stainless steel surfaces per electrical C. Casework Hardware 1. Drawer Guides:full extension,steel,side mounted,heavy duty,Accuride 4034 Series, 150#capacity 2. Catches,hinges,and shelf hardware: Optional with approval of architect 3. Pulls: Colonial#752 *` 4. Cable Grommets Hafele,21'2"black,die cast zinc 2.04 PLYWOOD • A. Exterior grade veneer core plywood graded in accordance with rules of the American Plywood Association;exterior type glue;sizes and thicknesses as indicated on drawings or as specified hereinafter. 4111 RENOVATIONS TO RENTON FIRE STATION 11 FINISH CARPENTRY SECTION 06200 4110 PAGE 3 OF 4 B. Softwood Plywood: Douglas fir veneer core,AWI Custom Grade;rotary cut face veneers,"A"grade where exposed and"C"grade where unexposed. 2.05 PLASTIC LAMINATE A. Formica,Wilson Art,or approved. B. For exposed surfaces: 1/16"thick. e'" C. Metal edge for laminate to be used at all inside and outside corners and at top edge,except where maple trim is shown on drawings.Use Cap,Outside Corner,and Inside Corner laminate Metal Edge mouldings by T&A Supply Company,or approved alternate.Finish to be clear anodized silver. D. Color and pattern to be selected by the Architect. Assume there will be 2 colors per room. 2.06 LINED SHELVING AND DIVIDERS rr A. Simpson DecraGuard Cabinet Liner,or approved;3/4"thick exterior grade plywood with matte polyester finish on both surfaces,white color. Use for cabinet shelves,dividers and open wall shelves,unless otherwise indicated. - Finish edges of shelves with maple trim. 2.07 ADJUSTABLE SHELF BRACKETS INV A. Shelf Brackets by Knape-Vogt;No.87 heavy duty standards @ 72",No. 187 brackets @ 16"with No.212 front rests,or approved equal. 2.08 STAINLESS STEEL COUNTERTOPS AND BACKSPLASHES A. Stainless steel countertops to be 14 gauge material. Provide continuous surfaces. B. Stainless steel backsplashes to be 20 gauge material. Provide continuous surfaces. Seams permitted as shown on elevations. w"' 2.09 WAINSCOTS A. Plastic Laminate wainscots to be installed over wallboard or over plywood where shown. Provide maple trim at top +� where shown,otherwise provide metal closure bead at top. Provide metal closure bead at outside and inside corners. as. 2.10 MISCELLANEOUS ITEMS A. Trim: Fabricate interior trim of VG Fir or Hemlock,unless otherwise indicated. B. Screws at wood base trim to be Type S Trim Head,Style 5,length to allow for 112"bite into studs. C. Other Items: Provide all other miscellaneous finish carpentry and millwork items as indicated on drawings(and not +.• specified in other Sections). 2.10 OTHER MATERIALS A. Provide all other incidental fastenings,tools and equipment required for the satisfactory fabrication and installation of finish woodwork,including the following. „, RENOVATIONS TO RENTON FIRE STATION 11 FINISH CARPENTRY SECTION 06200 PAGE 4 OF 4 B. Nails: Finishing nails;non-corrosive finish where exposed to moisture. rw C. Adhesives: Provide the following types of adhesives for the fabrication of specified woodwork. 1. For bonding plastic laminate: Use adhesive recommended by laminate manufacturer for specific purpose. 2. For Laminating Veneers and Solids: Cyanamid Urac-185,or approved rigid setting urea formaldehyde wo resin waterproof glue. 3. Other: Best suited for the condition of installation or fabrication. D. Joint Fastener for Countertops: Knape&Fogt No.516 Tite-Joint Fastener,or approved. Zinc-plated steel fastener composed of 4-1/16”draw bolt,locking sleeves and tightening nut assembly. ,,. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with approved shop drawings,manufacturer's recommendations,and details indicated on drawings. .. 3.02 INSTALLATION OF WORK SPECIFIED ELSEWHERE A. Installation of Finish Hardware 1. Finish hardware for doors is specified elsewhere,but installed herein. Install finish hardware on doors and ow frames using only experienced personnel and skilled craftsmen;install to operate freely,without binding or sticking,to the Architect's satisfaction. Install with all horizontal edges level,all vertical edges plumb,and all edges parallel with adjacent lines of construction. After installation protect all finished hardware during remaining construction period using wrapping supplied by hardware manufacturer or other approved means. 2. Locations: Unless otherwise indicated or directed,conform to SDI recommendations. +r B. Installation of Wood Doors 1. Wood Doors are specified elsewhere,but installed herein. Hang doors scheduled on drawings in accurate locations as indicated. "w 2. Hanging: Hang doors to 1/8"clearance at tops and edges,5/8"at bottom unless shown differently on drawings;verify clearances required for carpeting and make no jobsite fitting cuts unless approved. Hang pairs of doors as specified,but with 3/32"clearance at meeting edges. NMI 3. Demonstration: Upon completion of hanging,demonstrate that doors operate freely without binding,and when closed with moderate force will latch properly. „r C Installation of Plastic Laminate 1. Examine back-up surfaces to determine that corners are plumb and straight;surfaces smooth,uniform, clean and free from foreign matter;nails countersunk;holes,joints,cracks filled flush and smooth with adjoining surface. 2. Install per Manufacturer's directions. 3. Use continuous lengths of 10 feet. 4. At countertop edges,overlap horizontal surface of laminate over vertical surface in accordance with AWI 400 C premium standards. 5. Where countertops are indicated with sinks,no joint shall occur within two feet of a sink cutout. "'END OF SECTION*** go SEISMIC RETROFIT OF RENTON FIRE STATION 11 WATERPROOFING SYSTEMS SECTION 07100 ID PAGE 1 OF 1 PART 1 GENERAL oo 1.01 WORK IN THIS SECTION A. Waterproofing at outside of walls where grade is raised for sanitary sewer line. go 1.02 RELATED WORK A. Section 3000 Concrete IN 1.03 QUALITY CONTROL .. A. Materials: Furnish only materials of tested and certified thermal resistance and performance characteristics. 1.04 SUBMITTALS ✓ A. Samples:Submit samples of each type of material complete with fastenings proposed for use;obtain approval before proceeding - B. Product Data:Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications,physical characteristics and performance data. Submit as a supplement,manufacturer's instructions and directions for application if not included in manufacturer's o published literature. 1 1.05 HANDLING "" A. Deliver materials in original cartons or containers with manufacturer's labels thereon;see that each label clearly states manufacturer's name;do not remove labels or open cartons until Architect has been asked if inspection is necessary. .n PART 2PRODUCTS 2.01 WATERPROOFING MEMBRANE A. Pro-Seal 34 or approved equal. r" PART 3EXECUTION 3.01 INSTALLATION go A. Follow manufacturer's recommendations. go B. Application 1. Apply membrane to below slab exterior wall surfaces of interior spaces and as shown on drawings. Do not allow membrane to extend above top of new fill. g o ""END OF SECTION*** go SEISMIC RETROFIT OF RENTON FIRE STATION 11 BUILDING INSULATION SECTION 07210 PAGE 1 OF 2 PART 1GENERAL +r. 1.01 RELATED WORK .. A. Section 06100 Rough Carpentry B. Section 07525 SBC Modified Bitumen Membrane Roofing 1.02 QUALITY CONTROL A. Materials: Furnish only materials of tested and certified thermal resistance and performance characteristics. ,,. 1.03 SUBMITTALS A. Samples:Submit samples of each type and class of insulation,complete with fastenings and adhesives +rr proposed for use;obtain approval before proceeding B. Product Data:Submit manufacturer's published literature for specified products and accessories as applicable, induding manufacturer's specifications,physical characteristics and performance data. Submit as a INN supplement,manufacturer's instructions and directions for application if not included in manufacturer's published literature. 1.04 HANDLING A. Deliver insulation materials in original cartons or containers with manufacturer's labels thereon;see that each label clearly states thermal resistance and conductance and manufacturer's name;do not remove labels or open cartons until Architect has been asked if inspection is necessary. PART 2PRODUCTS 2.01 RIGID INSULATION A. Provide the following types where shown on drawings or specified in insulation schedule. Type 1: For Sidewall Locations Provide Dow Chemical Styrofoam Brand,or approved;"R"value of 5 minimum .. for 1"thickness. Type 2: For Roof Locations provide Polyisocyanurate insulation:closed cell foam,glass fiber reinforced type facers,conforming to the following characteristics: 1. Board Size: 4 foot x 8 foot. 2. Board Thickness: 2.6 inch maximum per layer 3. Thermal Resistance: PIMA 6 month aged"R"values 4. Compressive Strength: Minimum 20 psi 5. Manufacturer: R-Max,Manville,Firestone 2.02 FIBERGLASS-MAT FACED GYPSUM ROOF BOARD: DENSDECK A. Provide the following types where shown on drawings or specified in insulation schedule. SEISMIC RETROFIT OF RENTON FIRE STATION 11 BUILDING INSULATION SECTION 07210 PAGE 2 OF 2 Densdeck Prime: Fiberglass-Mat Faced Gypsum Roof Board: Fiberglass-mat faced gypsum roof boards with .r+ non-asphaltic coating,and the following characteristics: 1. Compressive Strength: 500-900 pounds per square inch 2. Board Size: Manufacturers standard sizes 3. Board Taper: none 4. Board Thickness: 1/4 inch 5. Manufacturer: Georgia-Pacific Gypsum 2.03 ACCESSORIES A Adhesives and Fasteners:Types as recommended by the insulation material manufacturer. PART 3EXECUTION 3.01 INSTALLATION .r. A. At sidewalls,install Rigid Insulation where indicated in accordance with manufacturer's instructions. Take care to see that total area is covered. Olt B. Installation of Materials at roof to be by Section 07525. C. Polyisocyanurate Securement: Fasten to FM 1-90 pattern,using screws and plates. Joints offset and staggered. D. DensDeck Securement: Secure with approved mastic per Section 07525. ***END OF SECTION*** NO MIS Mit OW 111) rr rrr SEISMIC RETROFIT OF RENTON FIRE STATION 11 SBS MODIFIED BITUMEN ROOFING SECTION 07525 PAGE 1OF 9 PART 1 GENERAL 1.01 SUMMARY A. The work generally involves providing a new two-ply reinforced S.B.S. Modified membrane roofing system where existing roofing is removed in order to install structural improvements, or where existing roofing has been identified as leaking. The roofing system shall be heat welded to mechanically attached insulation and coverboard over plywood decking. Installation shall be complete with related flashings, scuppers, insulation, cant strips, and performing such incidental or other work as may be necessitated by these operations. IMO B. The roofing contractor shall be responsible for preparing the surfaces which are to accept the new roofing system. �► 1.02 REFERENCES A. ANSI/ASTM D41 -Asphalt Primer Used in Roofing, Damproofing,and Waterproofing. "• B. Factory Mutual(FM)Engineering Corporation-Roof Assembly Classifications. C. National Roofing Contractors Association (NRCA)-Roofing and Waterproofing Manual. D. Underwriters Laboratories(UL)-Fire Hazard Classifications. 1111 E. Inchcape/Warnock Hersey Testing Services-Fire Hazard Classification F. Sheet Metal and Air-Conditioning Contractors National Association, Inc. (SMACNA). G. FS HH-I-526-Insulation Board,Thermal (Mineral Fiber) H. CGSB 37GP56M Classification:Type 2,Class C, Grade 1. 1.03 SYSTEM DESCRIPTION A. System 3055 Description: Two ply—base and top-S.B.S. Modified Membrane—Heat Welded Coverboard—Adhered Insulation —Mechanically attached Building Paper New and Existing Decking by others 1.04 SUBMITTALS A. Manufacturer's product data sheets and installation instructions on all materials proposed for use. B. Specimen copy of the manufacturer's 10 year roofing warranty. w C. Submit two 12-inch square samples of membrane illustrating the color and thickness to be used. 410 D. Submit a copy of the manufacturer's installation instructions. 1.05 QUALIFICATIONS SEISMIC RETROFIT OF RENTON FIRE STATION 11 SBS MODIFIED BITUMEN ROOFING 41. SECTION 07525 PAGE 20F 9 rw A. Applicator's Qualifications: 1. Approved by the manufacturer prior to the bidding period and throughout the installation and able to present a copy of his certification upon request by the Architect or Owner. a. Applicator must have installed at least five roofs of similar materials and methods +. specified for this project. B. Manufacturer's Qualifications: °i` 1. Must have a minimum of 10 years experience manufacturing SBS modified bitumen roofing membranes, minimum 5 years experience manufacturing torch grade systems such as the base system specified. 2. Provide a factory trained technician for final inspection of the roofing system. 3. Provide a warranty and insurance upon satisfactory installation of the roofing system. Mil 1.06 REGULATORY REQUIREMENTS A. Provide a UL Class"A" rated fire hazard assembly. B. Conform to all applicable Federal,State and Local codes. 1.07 PRE-INSTALLATION CONFERENCE �r A. Convene prior to commencing work of this section at a time and location to be determined by the Owner. 1. All parties responsible for work of this section are required to attend including the Owner, �•�► Material Manufacturer,Contractor and any other trades involved in the roofing work. 2. Review installation procedures and coordination required with related work. 3. Inspect and make notes of job conditions prior to installation. 1.08 DELIVERY, HANDLING AND STORAGE MIN A. Deliver all materials and store in their unopened original packaging, bearing the manufacturer's name,related standards and any other specification or reference accepted as standard. B. Carefully store on end materials delivered in rolls, with selvage edges up, a minimum of 6-inches above grade. Store metal flashings and counter flashings in such a way as to prevent wrinkling, twisting, scratching and other damage. 1.09 QUALITY ASSURANCE A. Submit certification by the manufacturer of the system materials used that these Specifications are acceptable to them for the deck and surfacing to which they are to be applied. SEISMIC RETROFIT OF RENTON FIRE STATION 11 SBS MODIFIED BITUMEN ROOFING 1110 SECTION 07525 PAGE3OF9 "" B. Inspection: Prior to, during installation and at completion of the installation, an inspection shall be made by a representative of the manufacturer in order to ascertain that the roofing system has been installed according to their published specifications,standards and details. 1. Warranty will be issued upon approval of the installation(See 1.11 of this section). 1.10 JOB CONDITIONS A. Surfaces on which the roofing membrane system is to be applied shall be dry, clean, smooth,free of fins,sharp edges,loose and foreign materials,oil and grease. wit 1.11 WARRANTY A. Contractor's Warranty: The Contractor shall guarantee all work in writing against defects in materials and workmanship for a period of two years following final acceptance of work. B. Manufacturer's Warranty: Upon completion of the work,fumish to the Owner via the Contractor the manufacturer's written and signed standard system warranty, certifying the performance of his products and the consistency of the properties of such products affecting their performance for a period of 10 years from date of acceptance and that installation of the product is in accordance with or. manufacturer's requirements. Warranty shall take no exception to the random occurrence of ponding water. PART 2 PRODUCTS 2.01 GENERAL A. Base Bid: 1. Products specified here are based on the Soprema roofing system. Systems by other manufacturers must meet the performance characteristics of the specified products and must be approved in advance by the architect.. 2. Soprema, Inc.System 3055 NS Base Flashing Specification 3254 2.02 MEMBRANE +� A. Base& Inter Ply: ELASTOPHENE FLAM 1. Description: Waterproofing membrane shall have a glass mat reinforcement and r, thermofusible elastomeric asphalt. Both sides shall have a thermofusible plastic film.This membrane is to be applied by torching only. 2. Components: Reinforcement shall be 1.9 lb./sq.fiberglass. Elastomeric asphalt shall be .rn a mix of selected bitumen and SBS thermoplastic polymer. 3. Physical Properties: • a. Tensile strength: Longitudinal-82 lb./in. Transversal-8671bs./in. +r. SEISMIC RETROFIT OF RENTON FIRE STATION 11 SBS MODIFIED BITUMEN ROOFING SECTION 07525 PAGE 40F 9 — b. Ultimate elongation: Longitudinal-4% Transversal- 4% sir c. Static puncture strength- 18 lbs. d. Low temperature flexibility, no cracking at-22 degrees F. wr B. Membrane Top Ply: ELASTOPHENE FLAM FR GRANULES 1. Description: Waterproofing membrane shall have a glass mat reinforcement and thermofusible elastomeric asphalt. The top side shall be self-protected with colored granules. The underside shall be protected by a thermofusible plastic film. This membrane is to be applied by torching only. a. Color to be white. 2. Components: Reinforcement shall be 1.9 lb./sq.fiberglass. Elastomeric asphalt shall be Ole a mix of selected bitumen and SBS thermoplastic polymer. 3. Physical properties: a. Tensile strength: Longitudinal-82 Ib./in. Transversal-867lbs./in. b. Ultimate elongation: Longitudinal-4% Transversal- 4% c. Static puncture strength- 18 lbs. "" d. Low temperature flexibility, no cracking at-22 degrees F. D . Base Ply Flashing :SOPRALENE FLAM 180 E. Top Ply Flashing :SOPRALENE FLAM 250 FR r■ 2.03 FASTENERS A. Wood: Roofing nails of galvanized steel, long enough to penetrate the wood by at least 1/2-inch on flashings and parapet walls. B. Masonry: Nail-in expansion type device with zinc body, plated steel nail, mushroom head and long .r enough to embed into the masonry a minimum of 1-inch. C. Drains: Replace existing drain bolts with new stainless steel bolts. III 2.04 INSULATION AND COVERBOARD ... A. Rigid board insulation: Roof insulation shall be UL and FM approved. SEISMIC RETROFIT OF RENTON FIRE STATION 11 SBS MODIFIED BITUMEN ROOFING SECTION 07525 PAGE 50F 9 dig 1. Maintain a maximum panel size of 4 feet by 8 feet where insulation is to be mechanically attached. 2. Thickness of individual panels to be a maximum of 2.5 inches. Provide multiple layers as required to achieve overall thickness indicated on drawings. — B. Polyisocyanurate: A closed cell, rigid polyisocyanurate foam core material, integrally laminated Between glass fiber facers, in compliance with ASTM C 128,type II. 1. Multimax FA by RMAX, Inc.: Dallas,TX C. Cover Board: Dens-Deck Prime. 1. Roof board shall be a glass mat faced, noncombustible, water-resistant treated gypsum core panel for use in commercial roof assemblies. 2. Product thickness: 1/4 inch 2.05 ADHESIVE: HVIII INSULATION ADHESIVE +■ A. Adhesive shall be used to adhere coverboard to the insulation. B. Description: Multi component highly elastomeric,chemical cured, low rise urethane adhesive. C. Composition: Urethane based liquid applied insulation foam. 2.06 PRIMER A. Asphalt Primer: ELASTOCOL 500 1. Primer shall be applied on all dissimilar materials. 2. Description: Black bituminous varnish. 3. Composition:Asphalt modified bitumen with thermoplastic polymers and volatile solvents. 2.07 MISCELLANEOUS A. Water Cut-Off Mastic: SOPRACOLLE or SOPRAMASTIC B. SOPRALENE FLAM 180 used for all reinforcing plies at tie-ins to existing roofing. eta PART 3 EXECUTION 1110 3.01 SURFACE INSPECTION AND PREPARATION A. Before commencing work, all surfaces shall be smooth, clean, dry and free of any debris that would adversely effect the installation of the membrane. rr SEISMIC RETROFIT OF RENTON FIRE STATION 11 SBS MODIFIED BITUMEN ROOFING SECTION 07525 PAGE 6OF 9 .. 1. Repair damaged or defective deck areas prior to commencement of work under this section. B. Verify that the work of other trades has been properly completed. rr C. Do not install materials in conditions of inclement weather. 3.02 INSTALLATION OF INSULATION dr A. Mechanically attach roofing board as per FM 1-90 and manufacturer's recommendations. B. Install preformed sloped boards to maintain slopes to drain. 3.03 INSTALLATION OF COVERBOARD A. Coverboard shall be adhered using approved adhesive with all joints staggered, overlay shall have all joints staggered over primary insulation. 1. Coverboard shall consist of 1 layer of Dens-Deck Prime. 3.04 EQUIPMENT A. Maintain all equipment and tools in good working order. 1. Have 2 approved fire extinguishers at each work station. 3.05 ASPHALT PRIMER APPLICATION rr A. Prime all surfaces to which asphalt or membrane will come in contact.Apply at the rate of 150-200 sq.ft./gallon. int 3.06 BASE MEMBRANE INSTALLATION A. Unroll dry base and inter ply membrane on deck for alignment. Each strip shall have three (3) inch rr side laps and six(6)inch end laps. 1. Begin at low point of roof. 2. Place membrane so edge lap will be centered on drain. B. Reroll base plies (halfway) one end at a time to insure proper alignment and torch weld onto an or approved substrate, in accordance with recommendations of Soprema. C. Application shall provide a smooth surface,free of air pockets,wrinkles,fishmouths or tears. D. Seal all laps by running a hot trowel along the edge of the seam. E. Run base ply tight up against any vertical surfaces such as curbs, parapets,and vents. 3.07 BASE FLASHING REINFORCING PLY INSTALLATION aft SEISMIC RETROFIT OF RENTON FIRE STATION 11 SBS MODIFIED BITUMEN ROOFING SECTION 07525 PAGE 70F 9 A. Prior to application, the vertical surface receiving the base ply flashing shall receive a coat of primer at the rate of 150-200 sq. ft./gallon. This primer coating must be dry before application of the base sheet flashing. B. Lay base ply flashing in strips three (3) feet wide to the vertical surfaces, extending onto the flat surface of the roof a minimum of four (4) inches. Side laps shall be three (3) inches and shall be staggered a minimum of four(4)inches with the laps of the base ply. C. Torch weld base ply flashing directly on its support from bottom to top followed by the torching of the roof tie-in. D. After installation of base ply flashing, check all lap seams on the flashing by running a heated trowel along the edge of the seams. 1. THOROUGHLY SEAL ALL VOIDS IN THE CORNERS AND SEAMS. 3.08 TOP MEMBRANE INSTALLATION A. Once the base ply has been completed and does not show any defects, install the top ply. B. Unroll top ply starting from the low point of the roof. Care must be taken to insure good alignment of the first roll(parallel with the edge of the roof).A 45 degree cut shall be made on the selvage edge of underlying membrane prior to application to insure a good seal between the membrane. 1. First piece must have granules embedded 4-inches wide along the full length and 6-inches at end laps. rr C. Torch weld top ply in accordance with recommendations of Soprema, onto the base ply membrane. 1. During this application,simultaneously melt both surfaces forming an asphalt bead that pushes out in front of the top sheet. sr D. Do not to burn the membrane and their respective reinforcements. „i, E. Stagger base ply and top ply seams a minimum of twelve(12)inches. F. Top ply shall have side laps of three (3) inches and end laps of six (6) inches. Prior to installation of following ply, embed surface granules on laps by torch heating the membrane surface and pressing the granules into the melted asphalt with a hot trowel. G. Ensure the two membranes are perfectly welded,without air pockets,wrinkles,fishmouths or tears. tw H. After installation of the top ply, check all lap seams on the top ply using the edge of a hot trowel. Correct any defect. ■"' I. During installation,avoid asphalt seepage greater than 1/4 inch at seams. 1. Cover any asphalt seepage with a sprinkling of loose granules,color to match membrane. 410 3.09 BASE FLASHING INSTALLATION r: SEISMIC RETROFIT OF RENTON FIRE STATION 11 SBS MODIFIED BITUMEN ROOFING SECTION 07525 PAGE 80F 9 A. Lay top ply flashing in strips three(3)feet wide. 1. Side laps shall be three(3)inches and shall be staggered a minimum of four(4)inches from top ply laps in order to avoid excessive thickness. B. Using a chalk line, lay-out a straight line on the top ply surface, parallel to the roof edge, six (6) inches inside the roof from the base of the cant strip or right angle to be flashed. C. Extend top ply flashing down the vertical surface and onto the flat roof at a distance of six(6)inches, to the extent of the area of exposed bitumen. For ease of application, cut roll into required lengths ,rr and use width of roll three(3)feet down length of roof,maintaining specified three(3)inch laps. 1. Torch weld top ply flashing in accordance with recommendations of Soprema,directly on its base ply,proceeding from bottom to top followed by the torching of the roof tie-in. air 2. Firmly press flashing into position using a damp sponge. D. Thoroughly seal all voids in the corners and seams. ,r. E. Application shall provide a smooth surface,free of air pockets,wrinkles,fishmouths or tears. MPF. During installation, avoid asphalt seepage greater than 1/4 inch at seams. ej, 1. Cover any asphalt seepage with a sprinkling of loose granules,color to match membrane. , 3.10 TIE-IN TO EXISTING MEMBRANE SYSTEM A. All tie-in work shall be as per manufacturers approved details. so 3.11 CLEANING gem A. Clean-up and remove daily from the site all wrappings, empty containers, paper, loose particles and other debris resulting from these operations. B. Remove asphalt markings from finished surfaces. C. Repair or replace defaced or disfigured finishes caused by work of this section. i.r 3.12 PROTECTION A. Provide traffic ways, erect barriers, fences, guards, rails, enclosures, chutes and the like to protect it personnel, roofs,structures,vehicles and utilities. 3.13 WATER CUT-OFF ,v. A. At the end of the day's work, and when precipitation is eminent, a water cut-off shall be constructed at all open edges. Construct the cut-off with the same membrane and asphalt as that used for the roofing system. Cut-off must be able to withstand extended periods of wet weather. The water cut- off shall be completely removed prior to resuming the installation of the roofing system. 3.14 COPING/PARAPETS rr umi SEISMIC RETROFIT OF RENTON FIRE STATION 11 SBS MODIFIED BITUMEN ROOFING SECTION 07525 PAGE 9OF 9 A. Verify all surfaces are properly secured and fully primed, ready to receive flashings. B. Base ply membrane is to run horizontally tight up to the vertical or cant as required. MS C. Install base ply flashing according to 3.06 of this section. 1. Install a continuous metal cleat(material)and edge as detailed. arw a. Prime all dissimilar surfaces prior to membrane or flashing installation. b. Seal all edges with a hot trowel. r D. Torch weld top ply membrane and flashing as detailed and specified under 3.07 and 3.08 of this section. +wr *'*END OF SECTION'** err w w. — SEISMIC RETROFIT OF RENTON FIRE STATION 11 SHEET METAL FLASHING&TRIM SECTION 7620 PAGE 1 OF 3 PART 1GENERAL rr 1.01 DESCRIPTION A. This Section includes flashing,trim,miscellaneous"Break Metal"shapes,as required for the renovations to the ,,. roof. Remove and replace existing coping,or fabricate new to match. Paint new and replaced coping to match existing. 1.02 RELATED WORK lel A. Section 07525 SBS MODIFIED BITUMEN ROOFING B. Section 07900,SEALANTS AND CAULKS C. Section 08520,ALUMINUM WINDOWS AND DOORS D. Section 09900,PAINTING 1.03 STANDARD SPECIFICATIONS iso A. Conform with the requirements of the following standard specifications as the Architect judges them applicable and as modified and supplemented hereinafter. rr. 1. Sheet metal fabrication:Architectural Sheet Metal Specifications issued by Sheet Metal and Air Conditioning Contractors'National Association hereinafter called SMACNA. rr 1.04 QUALITY CONTROL A. Fabricator: Must be experienced in the fabrication of custom sheet metalwork using materials specified, performing highest quality work;must be approved by Architect. B. Work specified under this Section must be performed by the same subcontractor as that supplying the adjacent .a roofing system. C. Materials: Materials shall be provided by the same manufacturer as that supplying the metal siding and roofing for each building with metal roofing and siding. D. Special Inspection:Notify Architect at least 48 hours before commencing sheet metalwork. E. Guarantee:Sheet metal items that form a part of roofing systems shall be guaranteed for 10 years. 1.05 SUBMITTALS Yrr A. Shop Drawings:Submit for approval for all items specified in this section;show details of fabrication,materials, joints,fasteners,and anchorages and installation methods;indicate connections and fastenings with adjacent materials and construction. B. Product Data:Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications,physical characteristics and performance data. Submit as a supplement, manufacturer's instructions and directions for application if not included in manufacturer's published literature. 110 ..r ft* n. SEISMIC RETROFIT OF RENTON FIRE STATION 11 SHEET METAL FLASHING&TRIM SECTION 7620 to PAGE 2 OF 3 PART 2PRODUCTS "' 2.01 MATERIALS A. Galvanized Steel:Copper bearing base metal sheet;24-gauge,unless otherwise specified or indicated; MO conforming with requirements of ASTM A525; 1.25-ounce commercial class coating. B. Fasteners: Types fabricated from same or galvanically compatible metals;use galvanized steel for galvanized steel work. Color to be matched for exposed work. Provide sample of fasteners for architect's approval. ma C. Copings: Fabricate to detail of 20-gauge galvanized steel;install in accordance with approved shop drawings and installation instructions. Copings to be shop painted with custom color. le D. Fasteners: Nails shall be hot-dip galvanized for galvanized steel. Bolts, and nuts, power driven fasteners,screws,washers,etc.,shall be hot-dip galvanized or stainless steel. Screws shall be a high- dome,neoprene gasketed,hex head type,or incorporate a washer with a laminated neoprene gasket. 4101. E. Other Materials 1. Provide all incidental accessories,tools,and methods required for complete fabrication and installation of a"' sheet metalwork. 2. Plastic Cement:Carey Johns-Manville,Flint Kote,Pabco,or approved,without asbestos,suitable for intended use. err PART 3EXECUTION all3.01 FABRICATION AND INSTALLATION A. See that surfaces to receive sheet metalwork are clean,level,smooth,sound,dry and free from defects affecting installation or fit;correct any such deficiencies prior to installation. Form,cut,fit and drill work as required to •n accommodate work of other trades. Provide all accessory items required for complete and satisfactory fabrication and installation of work,whether or not mentioned in these specifications. Execute joints between sheet metal and other construction or material in watertight manner. Thoroughly clean soldered surfaces. as B. Workmanship: Only the very best,first class workmanship will be accepted. Wavy,dented or misaligned work will be required to be replaced. All work must present perfect alignment with full-length members wherever possible within lengths available. Lay out jointing symmetrically. r C. Shop-fabricate items in accordance with SMACNA standards and methods,unless otherwise approved. Accurately form shapes,sizes,and profiles to dimensions as indicated on drawings;verify job dimensions where ,aa critical for acceptable fit. Make all lines,angles,edges and moldings straight,sharp,and true;reinforce as required for stiffness and rigidity;form and finish joints and seams neatly. D. Erect,install and fasten all sheet metalwork indicated on drawings;erect plumb and true,securely anchored to SI building construction;allow for expansion and contraction of construction without damage to sheet metalwork. Make all exterior work permanently waterproof. Install work with surfaces free from buckles and waves. +m E. Protection: Protect adjacent dissimilar metals from electrolytic action by two heavy coats of zinc-chromate primer to contact surfaces. 110 MO MO MIS SEISMIC RETROFIT OF RENTON FIRE STATION 11 SHEET METAL FLASHING&TRIM SECTION 7620 PAGE 3 OF 3 F. Flashings and Counterflashings 1. Provide where indicated or required for weathertight constructions;shop-form and solder corners and extend at least 12"either side of intersection,unless otherwise indicated. Use concealed fastenings wherever possible. Install flashings and counterflashings in straight,true lines,level and plumb; securely anchor and fasten reglets to building construction. Seal joints with polysulfide sealant as .., specified in 07900. 2. Flashings: Provide miscellaneous flashings as detailed on drawings;include all fastenings and accessory items noted. wr G. Fabricate all items in maximum length and keep the number of joints to a minimum. H. Cooperate with other trades in installation of work. Deliver items to be installed by others in time to avoid delay of project. I. Make proper allowances for expansion and contraction of materials in all work. J. Fabricate coping with standing seam joints and corners. Outside face of coping to extend 4 inches minimum,and held in place with continuous clip. Inside face dimension to be 3 inches minimum. Hem edges. Fasten inside face with gasketed cap screws spaced at 2 feet on center. Top fastening not permitted. ""END OF SECTION*** rr N „�. SEISMIC RETROFIT OFRENTON FIRE STATION 11 JOINT SEALANTS SECTION 07900 4110 PAGE 1 OF 6 PART 1 GENERAL IMO 1.01 SUMMARY Section Includes: -.. A. Elastomeric joint sealants and backer material. B. Accessories. 1.02 REFERENCES A. Reference Standards:Current edition at date of Bid. +.r B. ASTM International: ASTM C719 Standard Test Method for Adhesion and Cohesion of Elastomeric Joint Sealants Under Cyclic Movement(Hodkman Cycle) ASTM C834 Specification for Latex Sealing Compounds. all ASTM C919 Standard Practice for Use of Sealants in Acoustical Applications ASTM C920 Specification for Elastomeric Joint Sealants. ASTM C1193 Standard Guide for Use of Joint Sealants. m. ASTM C1330 Standard Specification for Cylindrical Sealant Backing for Use with Cold Liquid Applied Sealants ASTM D5893 Standard Specification for Cold Applied,Single Component,Chemically Curing Silicone Joint Sealant for Portland Cement Pavements rr C. Sealant,Waterproofing&Restoration Institute(SWRI),Tel.(816)472-7979. Fax:(816)472-7765,Email info aaswrionline.orq/Web Site http://www.swrionline.orq 1.03 SYSTEM DESCRIPTION A. Exterior and interior joint sealant systems installed with pressure gun. �., B. Backer rod as required for hourglass shaped geometry at open joints subject to water penetration.Not required at bedding for thresholds,sheet metal lap seams,paintable interior joints using latex sealants, concealed sealants at gypsum board. C. Precompressed foam joint sealant backup sealant at masonry and other rainscreen weather joints. D. Sealing of vertical and horizontal construction joints,making air and watertight. 1.04 DEFINITIONS A. Joint Sealant: Includes terminology including"joint sealer","joint sealant",and"caulking".Regardless of terminology used by Contract Documents,use specified sealer continuously to seal entire area and .. assembly. 1.05 SUBMITTALS %.• A. Submit under provisions of Section 01300. B. Product Data:Joint sealant and backer material types,chemical characteristics,performance criteria, limitations,and color availability. D. Color Samples: 1. Manufacturer's standard selection:Submit on joint sealer material.Reproductions not accepted. 2. Custom color samples:Submit additional custom color samples as directed by Architect. 1.06 QUALITY ASSURANCE A. Installer Qualifications:Company specializing in work of this Section with minimum 5 years continuous documented experience for commercial quality joint sealant work comparable to Project scope. ,., SEISMIC RETROFIT OFRENTON FIRE STATION 11 JOINT SEALANTS SECTION 07900 411) PAGE 2 OF 6 B. Single Source Responsibility: Provide field-installation of exterior joint sealers specified by this Section under responsibility of a single installer. wrr 1.09 DELIVERY,STORAGE,AND HANDLING A. Conform to provisions of Section 016510 and manufacturer's instructions. "`s B. Store and handle to protect from freezing and contamination. 1.10 PROJECT CONDITIONS try A. Temperature:Do not install sealants when the temperature is 40 degrees F or below,except where manufacturer's instructions permit lower temperatures. B. Moisture:Do no work when moisture is present or when surfaces to be sealed are wet. C. Do not install solvent curing joint sealants in enclosed building spaces. 1.11 COORDINATION air A. Conform to provisions of Section 01040 B. Coordinate,schedule,and sequence work of this Section as necessary to install joint sealant systems rip required for work of related Sections. C. Coordinate with casework,gypsum board,door frames,and other new and existing construction to fill and seal construction joints at intersecting materials. NO 1.12 WARRANTIES A. Conform to Warranty provisions of Section 01700. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Joint Sealants: 1. DOW Coming: Cell(425)736-8897,Tel(425)338-2212,Fax(425)338-2218,Email eri I.andruasiak andowcominq.com(Lome Andrusiak,Account Mgr) Tel(206)623-4697 Ext 118/1-800-347-5767,Fax(206)382-9319,Email todd.bennettaatlassupplv.com(Atlas Supply,Todd Bennett). rr Web Site:http://www.dowcominq.com/Web Site http://www.atlassupply.com 2. Pecora Corporation: Tel(206)624-4574,Fax(206)624-8509(Sealant Specialists). Cell(425)387-9393,Email calanwl4msn.com(Frank Calabrese, Western Regional Sales Mgr) i" Cell(206)459-5418,Email paulvonqoedert1@juno.com(Paul Von Goedert, Divisional Sales Mgr). Web Site http://www.pecora.com 3. Tremco Sealant/Weatherproofing Division: Cell(206)661-2461,Fax(206)260-7129,Email wcadottantremcoinc.com(Bill Cardott CSI CDT, District Mgr). Cell(206)459-8483,Email jan a(�sealantspecialties.com (Jan Guthrie CSI,Sealant Specialists) Tel 1-800-852-8173(Technical Service,Corporate Headquarters). "` Web Site http://www.tremcosealants.com 4. Sika: Cellular 1-425-210-9602,Tel(425)486-5916,(Thad Brown Project Sales), Tel(206)623-4697, 1-800-347-5767(Atlas Supply,Todd Bennett). Web Site http://www.sika.com. Sonnebom Division of Degussa: Cellular(206)390-8162,Tel(253)265-2467, Fax(253)265-2530,Email bobhaun a chemrex.com (Bob Haun,Sales Manager). rrr SEISMIC RETROFIT OFRENTON FIRE STATION 11 JOINT SEALANTS SECTION 07900 PAGE3OF6 Web Site http://www.chemrex.com. 5. GE Silicones: Tel(425)881-8397,Fax(425)881-1161,Email glassquysa msn.com(Gary Towndrow/Greg Towndow,RGA Architectural Sales). Web Site http://www.glassguys.com/Web Site http://www.gesilicones.com ,,, B. Precompressed Foam Joint Sealant: 1. Emseal Joint Systems, Inc. Tel 425-210-2779,Fax 425-379-0691,Email despecprot7a.msn.com(Dan Elliot Spec Products). Tel(206)623-4697 Ext 118, 1-800-347-5767,Fax(206)382-9319,Email '"" todd.bennettOatlassupply.com(Atlas Supply,Todd Bennett). Web Site http://www.emseal.com 2. Polytite Manufacturing Corporation,a Dayton Superior Company. Tel 1-800-333-8877,Cellular(206)459-5418,Email paulvongoedertla_iuno.com(John Latta Associates/Sealant Specialists, Paul Von Goedert). Web Site http://www.polytite.com C. Substitution Requests:Submit for approval under provisions of Section 01600. 2.02 EXTERIOR JOINT SEALANTS—VERTICAL A. USE AT METAL WINDOW FRAMES Weatherproofing Sealant,Non-Paintable. Neutral curing. 1. Reference Standard:ASTM C920,Type S,Grade NS, Class 50,Use NT,M,G,A,and 0. r 2. Single Component Silicone: a. Dow Coming 791,Dow Coming 795,or Dow Coming 756 b. Pecora 895 or Pecora 865. c. Tremco Spectrem 2 or Tremco Spectrem 3. d. GE Silpruf SCS2000. 3. Joint Movement Capabilities:50 percent extension and 50 percent compression in accordance with ASTM C719.. os 2.03 EXTERIOR BEDDING SEALANT AT HORIZONTAL AND VERTICAL JOINTS USE AT OVERLAPPING FLASHING JOINTS A. Bedding and Threshold Sealants Concealed from UV: 1. Non-Skinning Butyl Bedding Sealant: a. Tremco Acoustical Sealant or Tremco Curtainwall Sealant. +�+ b. Pecora BA-98. c. Sikaflex 511 2. Consistency for use with gun or knife without paint finish,light gray color. "IP 2.04 INTERIOR JOINT SEALANTS A. Exposed Joint Sealants-General Use: 1. Reference Standard:ASTM C834. 2. Paintable Siliconized Acrylic Latex Joint Sealant: a. Pecora AC-20+Silicone Acrylic Latex. b. Tremco Acrylic Latex 834. c. Sonnebom Sonolac,acrylic latex. d. DAP Acrylic Latex. 1110 B. Acoustical Sealant at Concealed Joints: 1. Synthetic Rubber Joint Sealant:Single component,non-skinning,non-hardening,90 percent solids, acoustical properties conforming to ASTM C919 and ASTM E90. a. Pecora, BA-98. b. Tremco,Acoustical Sealant. r. 2. Water Based Siliconized Acrylic Latex: SEISMIC RETROFIT OFRENTON FIRE STATION 11 JOINT SEALANTS SECTION 07900 41110 PAGE 4 OF 6 a. Pecos,AIS-919. b, USG,SHEETROCK,Acoustical Sealant. 3. Install 2 beads under steel stud framing channel and wood plates and into 1/2 inch space between top of floor and bottom of gypsum board and plaster systems. C. Horizontal Cementitious Joints: �.. 1. Refer to Section 033000 for epoxy and polyurea sealant at saw-cut contraction joints,isolation joints, and expansion joints at interior concrete slabs. 2. Reference Standard:ASTM C920,Grade P,Class 25,Use T. 3. Single Component Polyurethane Joint Sealant:Type S a. Sikaflex 1CSL 4. Two Component Polyurethane Joint Sealant:Type M a. Sika Sikaflex-2c SL. .o b. Tremco THC-900/901. 2.05 BACKER MATERIAL „„ A. Backer Rod:Non-adhering,[closed cell polyethylene foam or]skinned open cell polyethylene foam(soft rod) and as instructed by joint sealant manufacturer. 1. Diameter: 1/3 greater than width of joint where it is to be installed. 2. Polystyrene foam and open cell rods not accepted. B. Precompressed Foam Joint Sealant:Self expanding,polyurethane foam tape joint sealant.Size as appropriate for plus and minus 50 percent elongation and compression of joint. 1. Emseal Joint Systems,Inc.,BACKERSEAL,acrylic impregnated urethane foam. — 2. Polytite Manufacturing Corporation,Polytite B,polyurethane foam impregnated with a waterproof polymer sealing compound and have a release agent on the exposed surface. 3. Sandell Manufacturing Co, Inc.,Polyseal. 4. Illbruck,Willseal. C. Bond Breaker Tape:Polyethylene tape/plastic tape as recommended by sealant manufacturer,as needed to prevent bonding of joint sealant to substrate where backer rod cannot be used. est 2.06 ACCESSORIES A. Joint Cleaner:As recommended by joint sealant manufacturer for joint surfaces. OW B. Joint Primers:Non-corrosive and non-staining type,as recommended by joint sealant manufacturer,for joint surface conditions encountered. OW2.07 COLORS AND FINISHES A. Colors of Integrally Colored Joint Sealants:As selected by Architect,including following: 1. Joints Separating Materials of Same Color. ,w„ 2. Joints Separating Materials of Different Color. 3. Joint Sealants between Glass and Non-Porous Materials. 4. Structural Sealant between Glass and Glass and between Glass and Metal. 5. Joint Sealants between Natural/Unfinished Metals. °""' 6. Sanded Sealants at Masonry and Concrete Joints. 7. Colors of Joint Sealants to be painted. ON PART 3 EXECUTION 4111 3.01 EXAMINATION A. Verify conditions ready to receive work of this Section,conforming to manufacturer's instructions,before beginning. B. Verify surfaces clean and dry before proceeding. IOW SEISMIC RETROFIT OFRENTON FIRE STATION 11 JOINT SEALANTS SECTION 07900 PAGE 5 OF 6 C. Verify joint size and substrate suitable for joint sealant. D. Verify that back-up material and release tapes are compatible with joint sealant. ern 3.02 PREPARATION .. A. Prepare substrates,conforming to ASTM C1193 and as instructed by manufacturer. B. Thoroughly clean joints to remove loose debris,foreign matter,and other bond breaking materials. C. Prime joints in accordance with manufacturer's instructions,prior to installation of backer rod,precompressed era foam sealant,and bond breaking tapes. D. Remove lacquers and protective films from metal surfaces. E. Take measures to prevent intrusion of dust,moisture,and other harmful substances into joints during installation. F. Apply masking around joints to protect adjacent surfaces from defacement and staining during sealing operations. 1100 G. Existing Joints:Remove existing debris and joint sealant,clean with solvent,and prime for new joint sealants as necessary to achieve permanent bonding of new joint sealant as instructed by manufacturer. 3.03 INSTALLATION A. Conform to ASTM C1193,manufacturer's instructions,and provisions of Contract Documents. B. Seal interior joints to make watertight and exterior joints to make watertight and weathertight.Refer to requirements of individual Sections.Include: 1. Around windows,relights,doors,wall louvers,and other openings in walls. 2. Joints between dissimilar materials. 3. Horizontal joints,including exterior paving joints over joint filler. 4. At joints in sheet metal,flashing,and trim. 5. At joints in concrete,precast concrete,and cast stone. a. 6. Expansion joints and control joints at masonry and concrete.Moving cracks and joints subject to movement,except where firestopping is required as specified Section 078400. 3.04 BACKER ROD AND PRECOMPRESSED FOAM JOINT SEALANT INSTALLATION A. Backer Rod Joint Depth Ratio:Force backer rod into joint to proper depth for sealant as instructed by manufacturer.Where not otherwise instructed,conform to following: 1. Where more than 3/4 inch wide install backer to within 1/2 inch of surface. 2. Where less than 1/2 inch wide install backer to within 1/4 inch of surface. 3. Where less than 1/2 inch deep,apply bond breaker tape to bottom of joints to prevent adhesion of sealant to bottom of joint. ..r B. Precompressed Foam Joint Sealant: Install behind backer rod and joint sealant at exterior joints. Install in sizes to expand and tightly fit joint. C. Install backing materials in continuous lengths as long as practicable. as or 1. Use suitable tools for installation that will not damage backing material.Do not insert with sharp objects. 2. Do not puncture backer material. rr D. Bond Breaker Tape:Where backer rod cannot be installed behind joint sealant,install bond breaker tape 1. As necessary to prevent joint sealant from adhering to backing,forming three sided adhesion. • 2. As separator over backing materials subject to bleed-through. 3. As separator over asphalt impregnated joint compound and other conditions,where backer rod is not applicable for sealant conditions. ... SEISMIC RETROFIT OFRENTON FIRE STATION 11 JOINT SEALANTS SECTION 07900 PAGE 6 OF 6 3.05 JOINT SEALANT INSTALLATION ;r, A. Joint Sealant Width to Depth Ratio-General Sealant:Verify following with manufacturer's instructions 1. Joint Sealant Bite: Install between 1/4 inch and 1/2 inch deep,except minimum 1/2 width of joint. 2. Narrowest Dimension at Joint Sealant Profile:Minimum 1/8 inch thick at center of profile. B. Joint Width to Depth Ratio-Concrete Traffic Joint Sealant.Conform to sealant manufacturer's instructions. 1. Install asphaltic joint compound under work of paving Sections. 2. Install bond breaker tape over joint compound. 3. Do not install joint sealant less than 3/8 inch deep and no more than 5/8 inch deep. C. Tool joint sealant into joints to make neat,smooth,concave configuration. D. Take measures to provide positive contact of joint sealants both sides of joint surface.Seal joints before final ,,., coat of finish is applied to adjacent surfaces. E. Sanded Joints at Exposed Masonry and Concrete: 1. Apply silicone joint sealant and tool over specified backer. ,w„ 2. Before skin-over,apply sand to cover sealant by shaking,tossing,or blowing over surface. 3. Lightly depress sand,maximum 1/16 inch into sealant surface with tool or finger. 4. Dust loose particles from surface,after sealant has completely cured. 3.06 BEDDING SEALANT AND THRESHOLD SEALANT AT CONCEALED JOINTS A. Install one or two beads of sealants to make watertight joints at flashing and other metal overlaps. B. Install two beads under metal thresholds prior to setting in place. 3.07 ADJUSTING A. Remove and replace joint sealant where determined by Architect to be non-conforming or otherwise defective. B. Remove and replace joint sealant from joints where joint sealant is not fully adhered and where joint sealant contains bubbles,foreign matter,and where other defects are evident. 3.08 CLEANING ,,,,, A. Remove excess joint sealant material. B. Remove and dispose of masking materials. C. Leave installations clean and free from residue and debris from work of this Section. 3.09 PROTECTION A. Take measures to protect sealed joints during initial set-up and cure,minimum 12 hours. wr ***END OF SECTION*** • INV l'. SEISMIC RETROFIT OF RENTON FIRE STATION 11 STEEL DOORS AND FRAMES SECTION 08110 PAGE 1 OF 4 PART I—GENERAL r 1.01 SUMMARY A. SECTION INCLUDES 1. Work under this section comprises of furnishing hollow metal frames. l's+ B. RELATED DOCUMENTS 1. Related documents, drawings and general provisions of contract, including General and Supplementary ear Conditions and Division 1 specification sections apply to this section. C. RELATED SECTIONS v.. 1. Section 06200,FINISH CARPENTRY 2. Section 08412,WOOD DOORS 3. Section 08710,DOOR HARDWARE 4. Sectioin 08800,GLAZING 5. Section 09900,PAINTING 1.02 REFERENCES ow A. STANDARDS glO1. NFPA 80—Fire Doors and Windows 2. ANSI/SDI-100—Recommended Specifications for Standard Steel Doors an Frames 3. ASTM-F 476—Standard Test Methods for Security of Swinging Doors Assemblies 4. HMMA 862—Guide Specifications for Commercial Security Hollow Metal Doors and Frames w 5. SDI-105—Recommended Erection Instructions for Steel Frames 6. SDI-107—Hardware on Steel Doors(reinforcement application) 7. ANSI-A250.4—Steel Doors and Frames Physical Endurance 8. UL10C-Standard for Positive Pressure Fire Tests of Door Assemblies +rr B. CODES 1. NFPA-101—Life Safety Code 2. IBC 2003—International Building Code 3. ANSI-A117.1—Accessible and Usable Building and Facilities 4. ADA—Americans with Disabilities Act 1.03 SUBMITTALS rear A. GENERAL REQUIREMENTS 1. Submit copies of the hollow metal door and frame shop drawings in accordance with Division 1, General Requirements. 4110 B. PRODUCT DATA 01. veal' SEISMIC RETROFIT OF RENTON FIRE STATION 11 STEEL DOORS AND FRAMES SECTION 08110 idoPAGE 2 OF 4 1. Submit shop drawings showing fabrication and installation of standard steel frames. Include details of each frame type, elevations of door and frame types, conditions at openings,details of construction, location and installation •• requirements of door and frame hardware reinforcements,and details of joints and connections. Show anchorage and accessory items. C. SHOP DRAWINGS 1. Provide a schedule of doors and frames using same reference numbers for details and door openings as those on the contract documents.Shop drawings should include the following information: a. Material thickness and/or gauge. b. Mortises and reinforcements. .�. c. Anchorage types. d. Locations of exposed fasteners. e. Mounting locations of standard hardware. .r 1.04 QUALITY ASSURANCE A. SUBSTITUTIONS 1. All substitution requests must be submitted within the procedures and time frame as outlined in Division 1, General Requirements.Approval of products is at the discretion of the architect and his consultant. w,r B. MANUFACTURER QUALIFICATIONS 1. Manufacturer shall be a member in good standing of the Steel Door Institute(SDI). 1.05 DELIVERY,STORAGE,AND HANDLING A. The supplier shall deliver all materials to the project site;direct factory shipments are not allowed unless agreed upon �,. beforehand.Supplier shall coordinate delivery times and schedules with the contractor. B. Deliver frames cardboard wrapped or crated to provide protection during transit and jobsite storage. Provide additional protection to prevent damage to any factory-finished doors.Mark all doors and frames with opening numbers as shown ma on the contract documents and shop drawings. C. Inspect frames upon delivery for damage. Minor damages may be repaired provided refinished items are equal in all respects to new work and acceptable to the architect.Otherwise,remove and replace damaged goods as directed. D. Store frames at the building site in a dry and secure place. 1. Place units on minimum 4"high wood blocking. 2. Avoid use of non-vented plastic or canvas shelters that could create a humidity chamber. 3. If cardboard wrapper on door becomes wet,remove carton immediately. 4. Provide 1/4"spaces between stacked doors to promote air circulation. 1.06 WARRANTY 'a A. All doors and frames shall be warranted in writing by the manufacturer against defects in materials and workmanship for a period of one(1)year commencing on the date of final completion and acceptance. PART II-PRODUCTS 2.01 MANUFACTURERS am — SEISMIC RETROFIT OF RENTON FIRE STATION 11 STEEL DOORS AND FRAMES SECTION 08110 PAGE 3 OF 4 A. Subject to compliance with requirements,provide standard hollow metal doors and frames by one of the following: SIM 1. Ceco Corporation 2. Curries Company 3. Fleming Company 2.02 MATERIALS A. All frames shall be manufactured of commercial quality cold rolled steel per ASTM-A366 and A568 general requirements; galvanized to A60 or G60 or galvanealed to A40 minimum coating weight standard per ASTM-A924. Internal reinforcing may be manufactured of hot rolled pickled and oiled steel per ASTM-A569. me B. Supports and anchors shall be fabricated of not less that 18-gauge sheet steel, galvanized where galvanized frames are used. C. Rust inhibitive enamel or paint primer shall be used, baked on, and suitable as a base for specified finish paints complying with ANSI A224.1, "Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces on Steel r.. Doors and Frames." 2.03 FRAMES A. Provide hollow metal frames for doors.Conceal fastenings unless otherwise indicated. 1. Interior Frames:Level 2, 16-gauge a. Ceco:SF Series b. Curries:M Series c. Fleming:F Series B. All frames over 36"in width shall be 14 gauge. C. Fabricate frames with mitered and faces only welded corners, re-prime at the welded areas.All welds to be flush with neatly mitered or butted material cuts. D. All frames shall have minimum 7 gauge hinge reinforcements, 14-gauge lock strike reinforcing, and 12-gauge closer reinforcing.All frames shall have minimum 7 gauge hinge reinforcements with an additional high frequency 12-gauge hinge reinforcement welded to the top hinge, 14-gauge lock strike reinforcing,and 12-gauge closer reinforcing. E. Provide temporary shipping bars to be removed before setting frames. F. Except on weatherstripped frames,drill stops to receive three(3)silencers on strike jambs of single frames and two(2) silencers on heads of double frames. a• G. Provide minimum 0.0179"thick steel plaster guards or mortar boxes at back of hardware cutouts where mortar or other materials might obstruct hardware operation and to close off interior of openings. 2.04 FABRICATION oro A. Fabricate steel frame units to be rigid,neat in appearance, and free from defects,warp, or buckle. Where practical,fit and assemble units in manufacturer's plant. Clearly identify work that cannot be permanently factory assembled before • shipment,to assure proper assembly at Project site. Comply with ANSI/SDI 100 requirements. SEISMIC RETROFIT OF RENTON FIRE STATION 11 STEEL DOORS AND FRAMES SECTION 08110 110 PAGE4OF4 1. Clearances shall be no more than 1/8"at jambs and heads except between non fire rated pairs of doors which may be no more than 1/4."Not more than 3/4"at the bottom of the doors. r B. Tolerances shall comply with SDI-117"Manufacturing Tolerances Standard Steel Doors and Frames." C. Unless otherwise indicated, provide exposed fasteners with countersunk flat or oval heads for exposed screws and °`� bolts. D. Prepare frames to receive mortised and concealed hardware according to final door hardware schedule and templates .. provided by hardware supplier. Comply with applicable requirements of SDI-107 and ANSI-A115 Series specifications for door and frame preparation for hardware. E. Reinforce frames to receive surface-applied hardware. Drilling and tapping for surface-applied hardware may be done °1" at Project site.Provide internal reinforcements for all doors to receive door closers and exit devices. F. Locate hardware as indicated on Shop Drawings or, if not indicated, according to the Door and Hardware Institute's (DHI)"Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames." PART III-EXECUTION 3.01 INSTALLATION A. Install steel frames,and accessories according to shop drawings,manufacturer's data,and as specified. B. Comply with provisions of SDI-105, "Recommended Erection Instructions for Steel Door Frames," unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. 1. Except for frames located in existing concrete, masonry, or gypsum board assembly construction, place frames before constructing enclosing walls and ceilings. 2. In masonry construction, install at least 3 wall anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb.Acceptable anchors include masonry wire anchors and masonry T-shaped anchors. 3. At existing concrete or masonry construction, install at least 3 completed opening anchors per jamb adjacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Set frames and secure to adjacent construction with bolts and masonry anchorage devices. 4. In metal-stud partitions, install at least 3 wall anchors per jamb at hinge and strike levels. In steel-stud partitions, attach wall anchors to studs with screws. rr C. Fit hollow-metal doors accurately in frames, within clearances specified in ANSI/SDI 100. Install fire rated doors with clearances specified in NFPA 80. 3.02 ADJUSTING AND CLEANING A. Immediately after erection,sand smooth any rusted or damaged areas of prime coat and apply touchup of compatible air-drying primer B. Immediately before final inspection,remove protective wrappings from doors and frames. ***END OF SECTION*** +.+ SEISMIC RETROFIT OF RENTON FIRE STATION 11 WOOD DOORS SECTION 08210 PAGE 1 OF 2 PART IGENERAL 1.01 RELATED WORK A. Section 6200,FINISH CARPENTRY B. Section 08110,STEEL DOORS AND FRAMES B. Section 08710,FINISH HARDWARE C. Section 09900,PAINTING 1.02 STANDARD SPECIFICATIONS A. Conform with requirements of Architectural Woodwork Institute Architectural Woodwork Quality Standards. 1.03 QUALITY CONTROL A. Submit manufacturer's duly executed door guarantees;provide for replacement,plus rehanging and refinishing at no additional cost to the Owner. 1.04 SUBMITTALS A. Shop Drawings:Submit for approval;show construction,dimensions,cutouts,preparation for hardware,glazing and louvers as scheduled;identify doors by both door schedule and hardware schedule numbers. B. Certificate of Conformance:Furnish written certification that doors have been tested and conform with specified characteristics and standards of referenced specifications. C. Product Data: Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications, physical characteristics and performance data. Submit as a supplement, manufacturer's instructions and directions for application if not included in manufacturer's rw published literature. PART 2 PRODUCTS rim 2.02 MANUFACTURERS A. Doors to be manufactured by Werehauser, Nicolai, Morgan, Lynden, VT Industries, Western Oregon Door Company or approved equal. Imo 2.03 MATERIALS A. TYPE A:Flush Door 1. Grade: AWI premium grade. 2. Faces: Birch 3. Construction: 1-3/4"solid core. 1111) B. Lock Blocks and Hardware Reinforcement: Solid wood,mill species optional;provide in core construction. .. SEISMIC RETROFIT OF RENTON FIRE STATION 11 WOOD DOORS SECTION 08210 hipPAGE 2 OF 2 2.04 FABRICATION A. Tolerances: Fabricate doors to the following tolerances. Thicknesses as scheduled, plus or minus 1/16"; squareness,all four corners in accordance with Standard Specifications; no warp, bow,cup or twist exceeding 1/4"in plane of door when measured in accordance with Standard Specifications. 2.05 PREFITTING A. Prefit and bevel doors to 1/8" clearance at top and 3/8" clearance at bottom, unless noted on drawings for "undercuts" or other deviations in fit. Prefit doors to scheduled sizes and specified clearances within 1/32" tolerance,plus or minus. B. Preparation for Hardware: Factory prepare doors to receive finish hardware as specified elsewhere;accurately 101drill,mortise,bevel or otherwise work doors to template for specified hardware. PART 3 EXECUTION 3.01 INSTALLATION rr A. Installation of doors is specified in 06200. ***END OF SECTION'"" irr Mile IMO r Val WO WIMP „. SEISMIC RETROFIT.OF RENTON FIRE STATION 11 ALUMINUM WINDOWS&DOORS SECTION 08520 1110 PAGE 1 OF 3 PART 1 GENERAL 1.01 WORK IN THIS SECTION A. This section includes provision of window systems,including sash and glazing. B. This section includes provision of aluminum sliding door systems,including sash and glazing. 1.02 RELATED WORK rw A. Section 07900 JOINT SEALANTS B. Section 08800 GLAZING 1.03 STANDARD SPECIFICATIONS A. Conform with requirements of the following standard specifications,as supplemented and modified hereinafter. 1. Architectural Metal Finishes Manual, issued by National Association of Architectural Metal Manufacturers (NAAMM). 1.04 QUALITY CONTROL A. Fabricator/Installer: Must be experienced in the fabrication and working of architectural metalwork of the highest quality; must have plant, facilities and personnel adequate for the satisfactory production of required components; must be approved by Architect. B. Guarantee: Window frame fabrication, installation and glazing are a part of the watertight integrity of the project and as such shall be guaranteed for 2 years. 1.05 SUBMITTALS A. Shop Drawings: Submit for approval; show full size detail of sections, complete details of fabrication and erection; sizes and types of fastenings and anchors,and locations or spacing of same;show clearances with rough openings or m„ with other items or work.Shop Drawings shall indicate factory coating and finish. B. Samples: Submit samples of metal members formed for sections;full size by 24”length showing profiles and finishes. Obtain approval of samples prior to fabrications. C. Product Data: Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications, physical characteristics, and performance data. Submit as a supplement, .. manufacturer's instructions and directions for application if not included in manufacturer's published literature. 1.06 CERTIFICATIONS omm A. Labels: Each prime window unit shall bear the AAMA Quality Certified label warranting that the product complies with AAMA 101-93. B. Certification Option: Window units without Quality Certified labels shall be tested and inspected for conformance with AAMA 302.9. Submit test reports from independent testing laboratory for approval before commencing delivery of WOwindow units. C. Provide certification acceptable to City Building Dept that systems meet U-values described below. SEISMIC RETROFIT OF RENTON FIRE STATION 11 ALUMINUM WINDOWS&DOORS SECTION 08520 PAGE 2 OF 3 1.07 CHANGES A. Contractor responsible for weather and water-tightness for structural adequacy of assembly,and for proper functioning of all parts of installation. Should modification be necessary, call Architect's attention to each change and obtain Architect's approval before fabrication. 1.08 COLOR AND FINISH STANDARD A. Aluminum: For exposed aluminum surfaces,Clear Anodized finish. PART 2 PRODUCTS 2.01 MATERIALS A. Aluminum: Extruded shapes and sheets of appropriate alloy and temper. B. Sealants and Gaskets: Provide sealants,tapes and gaskets as required. C. Other Materials: Provide all accessory materials,equipment and tools required for complete installation and operation of windows. 2.02 WINDOWS A. Shapes shown are representations of design,function and required profile. B. At windows:MILGARD Series 910 or EFCO 2700 fixed windows, as shown on drawings,system U value with glazing to=0.31. C. At sliding door: MILGARD 420 Thermally-Improved Sliding Door,4-Panel as shown on drawings,system U value with glazing to=0.36. D. Glazing to have shading coefficient of.44,solar height gain coefficient of.34,solar ban 60 low e,and argon. IS E. Shapes to have thermal breaks. F. Glaze at shop. 2.03 FABRICATION A. Workmanship 1. Fabricate and construct members, and assemble parts to present neat, workmanlike appearance, to meet performance test standards,and to be weather and watertight. 2. Fit and assemble component parts in the shop insofar as practicable; fit, assemble, mark, and disassemble work that cannot be permanently assembled in the shop to assure proper fitting in the field; mark assembled components to correspond with shop drawings for placement location and erection on the site. 3. Form all exposed exterior joints with concealed fastenings; miter exposed perimeter corner joints and butt fib other exposed exterior joints. Form all exterior joints to hairline machine accuracy; seal from back permanently water and weatherproof unless otherwise approved; match adjoining surfaces for continuity of line,profile,and finish;all surfaces flush. �.+ SEISMIC RETROFIT OF RENTON FIRE STATION 11 ALUMINUM WINDOWS&DOORS SECTION 08520 PAGE 3 OF 3 2.04 SHOP CLEANING&PROTECTION A. Before shipping components from shop, remove and clean all foreign material from surfaces, including all fabrication lubricants. Protect surfaces to be exposed during fabrication,transportation and erection against scratches, splashes of mortar,paint,welding,or other defacement;cover surfaces with tape,or other approved coating prior to shipment to , job site. 2.05 PROTECTION OF ALUMINUM A. Apply zinc-chromate primer to contact surfaces of aluminum in contact with concrete or masonry. Provide 2 heavy coats of zinc-chromate primer to contact surfaces of aluminum in contact with dissimilar metals; 1 coat may be applied to each surface at Contractor's option; paint is in addition to shop coat on steel; where isolating or gasketing tape is dad indicated,or where factory-applied coating is applied on aluminum,primer may be omitted. PART 3 EXECUTION 3.01 INSPECTION A. Inspect curb and roofing at light well glazing and sloped glazing. Accept curb and roofing prior to installation. di" Installation is predicated on approval and acceptance of curb and roofing. Alert Architect if curb and roofing are not acceptable. 3.02 INSTALLATION 111, A. Erect windows and doors plumb and true to line, in correct relationship with the work of other trades and with established lines and elevations as noted;maintain required clearances and tolerances as specified or as approved on shop drawings. B. Set windows and doors carefully into place;shim as necessary for plumbness and adjustment into required locations. Leave frames completely installed and ready for glazing as specified elsewhere, unless option for shop glazing is exercised. C. Sealant for installation is specified in 07900, but installed herein. Inspect all surfaces to receive sealant; remove protective coatings and see that surfaces to receive sealant as specified in 07900 and as indicated on drawings;apply sealant in continuous beads where indicated and as required to seal all joints between frames and adjacent construction. D. Adjust operable windows and doors as required to operate satisfactorily. 3.03 CLEANING A. After erection and glazing of windows, clean glass and all aluminum surfaces, inside and out; polish and leave completely clean,ready for acceptance of the work by the Owner. ***END OF SECTION*** i SEISMIC RETROFIT OF RENTON FIRE STATION 11 DOOR HARDWARE SECTION 08710 PAGE 1 OF 2 PART I-GENERAL 1.01 SUMMARY A. SECTION INCLUDES 1. The work in this section includes furnishing all items of finish hardware as hereinafter specified or obviously necessary for all swinging doors. 2. B. RELATED DOCUMENTS 1. Related documents, drawings and general provisions of contract, including General and Supplementary Conditions and Division 1 specification sections apply to this section. .r C. RELATED SECTIONS 1. 06200-Finish Carpentry 2. 08110-Metal Doors and Frames 3. 08210-Wood Doors 1.02 REFERENCES A. STANDARDS 1. ANSI A156.1 -Butts and Hinges 2. ANSI A156.3-Exit Devices 3. ANSI A156.4-Door Controls-Door Closers 4. ANSI A156.5-Auxiliary Locks and Associated Products 5. ANSI A156.6-Architectural Door Trim 6. ANSI A156.7-Template Hinge Dimensions 7. ANSI A156.13-Mortise Locks and Latches r. 8. ANSI A156.15-Closer Holder Release Devices 9. ANSI A156.16-Auxiliary Hardware 10. ANSI A156.18-Material and Finishes 11. AIA A201 1997-General Conditions of the Contract B. CODES �+ 1. NFPA 101-Life Safety Code 2. IBC 2003-International Building Code 3. ANSI A117.1 -Accessible and Usable Buildings and Facilities 4. ADA-Americans with Disabilities Act 1.03 SUBMITTALS A. PRODUCT DATA 1. Submit catalog cuts and/or product data sheets for all scheduled finish hardware. 2.01 HARDWARE SCHEDULE • A. Notify the Owner if the following hardware schedule does not include all hardware necessary for a complete and finished project,including installation of all new and relocated doors. Hardware supplier is responsible for handing and SEISMIC RETROFIT OF RENTON FIRE STATION 11 NIP DOOR HARDWARE SECTION 08710 PAGE 2 OF 2 sizingallproducts as listed in the hardware heading. Quantities listed are for eachpair of doors, or for each single 9 9 door. "s• B. Manufacturer's and Abbreviations: The following manufacturers are approved. Other manufacturers require prior approval. 1. MC—McKinney (similar quality hinges by Stanley are acceptable) 2. NO—Norton 3. YA—Yale Hardware Sets Door 1.01—Sliding Door All Hardware by Door Manufacturer Door 1.02—Rehung Door,Salvaged from Study Area Reuse existing door,frame&hardware .. Door 1.03—New Door at Dormitory 3 Hinges T2714 26D MC 1 Closer 7500 689 NO 1 Wall Stop(Convex Bumper) WS03 US26D MC 1 Pull Plate DP1202 626 MC 1 Push Plate P052RC 626 MC Door 1.04—Rehung Door,Salvaged from Dormitory Area Reuse existing door,frame&hardware Door 1.05-Rehung Door,Salvaged from Men's Toilet Room Reuse existing door,frame&hardware Door 1.07—New Door at Women's Toilet Room 3 Hinges T2714 26D MC 1 Privacy Set PB 5402LN 626 YA 1 Closer 7500 689 NO 1 Wall Stop(Convex Bumper) WS03 US26D MC 2 Kick Plate KP50 HB4E(Height 10") US26D MC �""' ***END OF SECTION*** SEISMIC RETROFIT OF RENTON FIRE STATION 11 .r GLAZING SECTION 08800 PAGE 1 OF 2 PART 1 GENERAL 1.01 DESCRIPTION OF WORK A. This section describes glazing to be supplied by Sections 08520. 4 111 1.02 RELATED WORK A. Section 08520,ALUMINUM WINDOWS AND DOORS sr 1.03 STANDARD SPECIFICATIONS A. Conform with requirements in Glazing Manual of the Flat Glass Marketing Association,hereinafter call FGMA, as the Architect judges them applicable. 1.04 QUALITY CONTROL air A. Materials: Maintain original label of each piece of glass,except where cutting makes requirements impossible; show manufacturer,strength,and quality of glass on labels. B. Guarantee 1. Glazing of all exterior openings shall be guaranteed for 2 years. 2. Insulating glass units shall be guaranteed not to develop material obstruction to vision as a result of dust or film formation on the inner glass surfaces caused by failure of the hermetic seal,other than (13 through glass breakage,within a 5 year period following installation. Any units failing to comply with terms of this guarantee shall be replaced at no additional cost to the Owner. 1.05 SUBMITTALS aim A. Shop Drawings: Submit for approval;required information on glass and glazing may be incorporated on shop drawings,submittal pertaining to frames at Contractor's option;show sizes and thicknesses of lights, proposed "bites"in frames,blocks,and clips,installation of stops,edge treatment of glass;note quality,type,and strength of each light. rr B. Product Data: Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications,physical characteristics,and performance data. Submit as a Mr supplement,manufacturer's instructions and directions for application if not included in manufacturer's published literature. 1.06 STANDARDS FOR APPROVAL A. Products of the following glass manufacturers are approved for use on the project,the manufacturer's name and the product appear in the specification;where no manufacturer is named,provide products on any of the following conforming with the specified description of the product: American St.Gobain hereinafter called ASG, Libbey-Owen-Ford hereinafter called LOF,Mississippi Glass Co.hereinafter called MSG,Pittsburg Plate Glass hereinafter called PPG. ■r 1.07 HANDLING 1110 A. Shipping and Storage:Pack glass,brace,and insulate to prevent breakage,cracking,scratching,or marring of the surface;damaged glass will not be accepted for the project. Deliver other materials in original cartons or containers,manufacturer's label thereon;do not remove labels or open containers until Architect inspects and approves. rr SEISMIC RETROFIT OF RENTON FIRE STATION 11 GLAZING SECTION 08800 PAGE 2 OF 2 B. Precautions: Do no glazing when ambient temperature is below 40 degrees F.or when dust or insects are present;do no glazing in wet weather,except under cover. All C. Protection: Do not mark glass surfaces with crayon or other marking pencils;where warnings are required provide tapes or banners fastened to head framing. Provide masking or other shielding for glass when '"ie performing welding or other construction adjacent to glazed openings;replace glass damaged by any construction method or technique at no additional cost to Owner. Protect edges at all times to preserve edge strength;no striking,stoning,nipping seaming,or grinding will be allowed;protect edges against abrasions, r pressure,and impact. 1.08 COLORS its A. Tapes&Sealants: As selected by Architect. Black color sealants for butt joints. PART 2 PRODUCTS rrr 2.01 MATERIALS „r A. Sizes of glass as shown on drawings and thicknesses are specified or indicated are nominal only,thicknesses are subject to normal commercial tolerances;obtain exact sizes required at site or from fabricator of framing construction 40' B. Float Glass 1. Glazing quality clear float glass: 1/4"thick,unless otherwise specified or indicated. Clean cut and seamed edges for butt joints. 2. Tempered: Heat-treated clear. 3. Wired: Clear glass,1/4"thickness,diamond pattern. 4. Insulating at Windows: Provide glazing system as necessary to meet U values defined for each overall window system in Section 8520. 5. Provide tempered glass where indicated or specified OR required by code. 6. Mirrors: Mirror glazing quality; 1/4"thickness;polished and/or pencil edges where exposed as indicated on drawings. C. Other Glazing Materials 1. Block and Shims: Provide neoprene or other resilient type as approved;90 durometer for setting blocks and 40 to 50 durometer for shims. 2. Clips: Provide non-corrosive metal types with rounded edges designed for contacting resilient blocks or shims,not glass. 3. Glazing Tape: In accordance with NAAMM SS-1b,Class A,reinforced;98%solid content in accordance with ASTM D898. 4. Sealant: Dow-Corning 732 Silicone,or approved. 5. Glazing Gaskets: Extruded neoprene glazing gaskets. 6. Other materials as indicated on drawings and as recommended by the glass manufacturer. PART 3 EXECUTION 3.01 INSTALLATION A. Glazing shall be shop installed. ***END OF SECTION*** SEISMIC RETROFIT OF RENTON FIRE STATION 11 or GYPSUM WALLBOARD SECTION 09250 01) PAGE 1 OF 2 PART 1 GENERAL „M 1.01 RELATED WORK A. Section 06100,ROUGH CARPENTRY sto 1.02 STANDARD SPECIFICATIONS A. Conform to Recommended Specifications for the Application and Finishing of Gypsum Board as published by o• the Gypsum Association(also published as ANSI 97.1). 1.03 SUBMITTALS MI A. Product Data: Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications,physical characteristics,and performance data. Submit as a supplement,manufacturer's instructions and directions for application if not included in manufacturers or published literature. PART 2PRODUCTS .r► 2.01 ACCEPTABLE MANUFACTURERS A. National Gypsum Co.,U.S.Gypsum Co.,Kaiser Gypsum Co., Bestwall Gypsum Co.,Pabco Products Co.,or ori approved. 2.02 GYPSUM WALLBOARD A. Wallboard 1. Edges: Tapered „•„ 2. Joints: Butt 3. Thicknesses 5/8"unless otherwise indicated. 4. Fire rated Type C @ 5/8"throughout. 5. Moisture resistant: Use in toilet rooms,shower rooms,bathrooms,and wet areas and any wall within "" 8'of plumbing fixtures or plumbed appliance. 6. At shafts,provide and install systems as necessary to achieve required fire ratings. — 2.03 SCREWS A. ASTM C646 Type S,except type S-12 for use on 20-gauge or heavier framing. 1"for single layer or for base layer, 1-5/8"for face layer in double-layer construction. For trim and other fastenings,as recommended by the ism manufacturer. 2.04 METAL TRIM ori A. Shapes and sizes shown in Standard Specifications,formed from zinc-coated steel conforming to Federal Specification QQS-775,class d or e,not less than 25 gauge. JIM B. Metal Edge Number 200A to be used at all reveals and as indicated on drawings. C. Corner Reinforcement: Shape CB-114 x 114. 2.05 JOINT CEMENT AND REINFORCING TAPE .w SEISMIC RETROFIT OF RENTON FIRE STATION 11 GYPSUM WALLBOARD SECTION 09250 PAGE 2 OF 2 A. As recommended by manufacturer for intended purpose. PART 3 EXECUTION 3.01 APPLICATION OF WALLBOARD A. Comply with applicable requirements of Standard Specifications,except as herein modified. Assure that 50- degree F.temperature will be maintained. Provide solid blocking behind all joints not on framing members. ar B. Placement of Wallboard: Apply board to ceilings before applying to walls. Use full-size sheets of maximum practical lengths insofar as practicable. Place boards in moderate contact;do not force into place. Stagger vertical and transverse joints;arrange joints on opposite sides of a partition so as to occur on different studs. C. Attachment: Use specified screws at 12"o.c.in field of board and 8"o.c.staggered along vertical edges. �. D. Metal Trim: Use metal casings at all joints between wallboard and other materials. Use specified metal trim on all external corners. 3.02 FINISH A. All exposed walls and ceilings to receive smooth finish,suitable for paint or wall covering. "' 3.03 FIRE RATED ASSEMBLIES A. All walls to be one hour rated. Pay special attention to fire ratings of gypsum assemblies,and construct assemblies in manner to achieve approved fire rating with local building officials. 3.04 JOINT TREATMENT ` " A. All work shall conform to the applicable requirements of Standard Specifications and to the recommendations of the wallboard manufacturer. All exposed work shall be smooth and free from defects. Tape and cement all joints;reinforce all corners;fill all exposed fastener heads. Fill all cracks at electrical outlets and similar for fireproofing. Repeat process as many times as necessary for appearance. All exposed joints and fastener heads shall be smooth and flush with surface of board. Fire tape at attic spaces and behind ceramic tile. 3.05 REPAIR A. After installation of drywall assemblies and before application of finish painting or other scheduled finish, inspect work for any deficiencies and correct same;leave drywall assemblies complete with trim as indicated, ready for finish plastering or other finish treatment as scheduled. 3.06 CLEAN-UP wr A. At conclusion of work,leave premises neat and clean,remove all tools,equipment and surplus materials and legally dispose of all debris off the site. Repair and/or replace property damage as directed by the Contractor. ***END OF SECTION*** SEISMIC RETROFIT OF RENTON FIRE STATION 11 — CERAMIC TILE SECTION 09300 PAGE 1 OF 3 4111 1.01 WORK IN THIS SECTION A. Work in this section is to patch in a small section of floor tiles where an existing wall is being "` removed in a toilet room. The work will include preparing the floor and may involve removing additional floor tile in order to make a clean and level surface. eso 1.02 RELATED WORK A. Section 02050 SELECTIVE DEMOLITION 1.03 STANDARD SPECIFICATIONS A. Materials not specified herein,and all workmanship required for a complete installation,shall conform to the requirements of the Specifications listed below,and to each manufacturer's specifications,insofar as the Architect judges them applicable,and as modified hereinafter. In the even of conflict,the requirements specified hereinafter shall govem. Other conflicts shall be referred to the Architect for decision. '"op 1. TC 127.1 Recommended Standard Specifications for Ceramic Tile 2. ANSI A108.5-1976 Ceramic Tile Installed with Latex-Portland Cement Mortar 3. ANSI A118.4-1978 Latex-Portland Cement Mortar (R 1976) 4. ANSI A108.1-1976 Paver Tile Installed with Portland Cement Mortar 5. Tile Council of America Handbook for Ceramic Tile Installation 1.04 QUALITY CONTROL A. Guarantee: Submit a written guarantee on a form furnished or approved by Architect warranting all NM tile to be free of defects in materials and workmanship,and further warranting to replace all loose and broken tiles which are discovered within a period of 2 years from and after the date of final acceptance of the building at no additional cost to the Owner. Signed by subcontractor and counter-signed by Contractor. 1.05 SUBMITTALS A. Samples: Submit samples;obtain approval before ordering. Samples to indicate extreme variation of shades of each color. B. Certificates: Submit Tile Council of America"Master Grade Certificate"stating grade,kind of tile, identification marks for tile containers,name and location of project,and bearing the signature of the manufacturer issued when shipment was made. wr C. Product Data: Submit manufacturer's published literature for specified products and accessories as applicable,including manufacturer's specifications,physical characteristics and performance data. Submit as a supplement,manufacturer's instructions and directions for application if not included in manufacturer's published literature. 1.06 COLOR AND PATTERNS we A. Ceramic Tile: As selected by Architect. B. Grout: As selected by Architect. PART 2 PRODUCTS SEISMIC RETROFIT OF RENTON FIRE STATION 11 '"" CERAMIC TILE SECTION 09300 PAGE 2 OF 3 2.01 MATERIALS A. All tile shall be graded in accordance with current issue of TCA 137.1. Keep grade seals intact and cartons dry until tile is used. All boxes of tile with shade markings indicated thereon as appropriate. Open boxes only as needed. Do not mix shades. rr 2.02 TILE A. Where floor tile is shown on drawings,provide American Olean,unglazed porcelain mosaic,2"x 2" s" x 1/4",or approved. Use matching trim as required. Allow for two colors. Architect will provide pattern which involves no cutting of tile for pattern. 2.03 MUD SET A. Install on 1 1/4"mortar bed;TCA specification F121-83;for all floor the,except waterproof membrane required only in shower areas. 2.04 TILE GROUT A. Floor&Wall Tile Grout: Custom Building Products Custom Colored Grout or approved;Liquid Latex Mortar Additive,Latiacrete 3701 or approved;color as selected by Architect. `" 2.05 OTHER MATERIALS A. Sealants: As specified in 07900. Polyurethane sealant for floors,polysulfide sealant elsewhere. 2.06 EXTRA STOCK A. Provide 5%extra tile stock of each type for the Owner's future use in replacement of damaged tile in unopened factory cartons clearly marked to identify contents. was PART 3 EXECUTION 3.01 INSTALLATION A. Prepare substrate to receive tile in strict accordance with manufacturer's recommendation. ..I B. Review the work area with the architect to decide if an enlarged field of tile is necessary. C. In accordance with Standard Specifications,the latest specifications of the manufacturers of the various materials,and as modified herein. Lay out work so as to eliminate small pieces. Center patterns of tile in each field. Should walls be out of square,correct condition as directed by Architect. Secure Architect's approval of layouts before proceeding. No tile less than 1/2 full width of tile without Architect's approval. Grind and joint carefully all visible cut edges. Cut neatly around,all boxes,trim,fixtures and similar conditions. E. Floor Tile: Mud set;TCA Specification F121-83 3.02 JOINTING ■r SEISMIC RETROFIT OF RENTON FIRE STATION 11 gimp CERAMIC TILE SECTION 09300 PAGE 3 OF 3 A. All jointing uniform widths,continuous,plumb and horizontal. Align wall tile joints with floor tile joints. All jointing continuous in perfectly straight line. All joints without perceptible variation in width. 3.03 FINISHED SURFACES wry A. True,straight,clean. Free of cracked,crazed,chipped or otherwise defective tiles. Free of all stains and discolorations. +rr 3.04 CLEANING AND PROTECTION Ns A. Clean and remove all foreign matter including mortar grout and other materials. Protect from all damage until acceptance of the building by Owner. Reclean tile if necessary. Olt **END OF SECTION"*" ire air .100 110 rw SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUSPENDED CEILING SYSTEM SECTION 09500 010 PAGE 1 OF 4 PART 1 GENERAL 1.01 WORK IN THIS SECTION A Tee grid suspended ceiling system. B. Acoustical tiles. ,r C. Seismic bracing of ceiling systems. 1.02 RELATED WORK A. Section 02050 Selective Demolition B. Section 09250: Gypsum Wallboard ins 1.03 SUBMITTALS A. Submit the following in accordance with Section 01300 1. Shop drawings:Show field layout indication. wr a. Insert and hanger spacing,fastening details,and wall angle-suspension member detail. b. Splicing method for main and cross runners. 2. Product data:Submit copies of ICBG Evaluation Report for grid system. 3. Samples: Illustrate color and range of appearance of each type of acoustical materials. B. MAINTENTANCE MATERIAL 1. Furnish extra materials equal to one percent of each type of acoustic materials supplied,in original factory w•• containers.Store where directed,and obtain receipt. 2. Submit copy of receipt for maintenance material. I. 1.04 QUALITY ASSURANCE r A. Allowable Tolerance of Finished Ceiling Systems:Level within 1/8 inch in 12 feet. B. Fire Hazard Classification @ Acoustical Ceiling System:Flame spread ASTM E 1264,Fire Resistive,with UL label on each carton. C. Design and construct ceilings to resist lateral forces.Comply with IBC and install under permit in accordance with such design. Include loads contributed by partitions terminating at ceiling and light fixtures.Provide bracing above or ceiling as required by the City of Renton Building Department;compute and brace for each direction separately. Provide all structural drawings and calculations as required by the City of Renton Building Department. 1.05 DELIVERY,STORAGE AND HANDLING A. Deliver materials in original,unopened,protective packaging,with manufacturer's labels indicating brand name, pattern,size,thickness and fire classification,legible and intact. tug ANS SEISMIC RETROFIT OF RENTON FIRE STATION 11 SUSPENDED CEILING SYSTEM SECTION 09500 PAGE 2 OF 4 B. Store materials in original protective packaging to prevent soiling,physical damage or wetting. ,., PART 2 PRODUCTS 2.01 SUSPENSION SYSTEMS ifira A. Acoustical Tile Suspension Systems,General: 1. Comply with ASTM C 635 Structural Classifications as Heavy Duty Systems. Provide fire rated systems at all ceiling conditions. B. Acceptable Manufacturers:Armstrong. ses 1. Provide major components of each system from one manufacturer. 2. Provide main,cross,and concealed members of cold-rolled steel,minimum thickness of 0.020 inch,electro- zinc-coated. "41 3. Edge Molding: Channel or angle shaped,g g with exposed flange width of 2 inches,factory painted low sheen satin white finish. Jo C. Exposed Suspension System: Provide 15/16 inch exposed flange,with factory painted low sheen satin white finish. 110 D. Attachment Devices:Type recommended by suspension system manufacturer for attachment or anchorage of ceiling hangers to structure above ceiling,sized for not less than 5-times the hanger design load for the structural classification indicated;ASTM C 635,Table 1,Direct Hung. E. Hanger Wire: Galvanized carbon steel wire,ASTM A 641,soft temper,prestretched,Class 1,coating;provide not less than 12 gauge wire. 2.02 ACOUSTICAL UNITS A. Acoustic Panels at New Ceilings 1. Acceptable Tile Product: Armstrong Georgian Tile Item#898,Fire Guard 2. Acceptable GRID Product:Armstrong Prelude XL, 15/16"tee system with 2"wall angle members 3. Nominal Size:24"x 48' 'St 4. Color: White 5. Conform to ASTM E 1264,Fire Resistive(similar to FS SS-S-118) '"" 2.03 Fire Rating 1. Entire assembly must have a one hour fire rating. PART 3 EXECUTION JO 3.01 CONDITION OF SURFACES A. Examine surfaces scheduled to receive suspended acoustic units and soffits for unevenness,irregularities,and SEISMIC RETROFIT OF RENTON FIRE STATION 11 "" SUSPENDED CEILING SYSTEM SECTION 09500 PAGE 3 OF 4 dampness that would affect qualityand execution of work. P tow B. Verify clearance above ceiling plane. Allow other trades to adjust materials within 5 inches of face of grid system. 3.02 INSTALLATION A. General: 1. Install suspension systems in accord with ASTM C 636 and the NACA Specification except where more stringent requirements are shown or specified. 2. Install rated ceilings in accordance with requirements of applicable UL Fire Resistance Directory design number. B. Where"equal"is shown instead of dimensions,provide two or more equal lengths,with a tolerance of 1/4 inch per running foot. "" C. Rough Suspension:Install suspended grid as indicated on drawings,with no unit under half size except as indicated. 1. Hangers: a. Space hanger wires at 4 foot intervals along main runners. b. Install additional hangers at ends of each suspension member,at light and 6"from vertical surfaces. c. Do not splay wires more than 3 inches in a 4 foot vertical drop. rrr (111 2. Main and Cross Runners: a. Space as indicated. b. Level and square to adjacent walls. c. Wrap hanger wire at least three times. 3. Wall Molding:Avoid joints in runs under 4 feet long. a. Install wall molding at intersections of suspended ceiling and vertical surfaces. b. Miter comers where wall moldings intersect. c. Attach to vertical surfaces with mechanical fasteners. 4. Fit members together with no joints over 0.020 inch. s""` 5. Paint exposed fasteners,including"Pop-Rivets"to match grid. 6. Do not allow partition bracing from suspension system(install ceiling after walls are finished). Ir D. Acoustical Units 1. Install in level plane in straight line courses,except where grid and tiles are indicated on drawings to follow the angle of the structure. Aim 2. Place materials to bear all around on suspension members. 3.03 ADJUSTING AND CLEANING A. Cleanoil s ed or discolored unit surfaces after installation. SEISMIC RETROFIT OF RENTON FIRE STATION 11 ""' SUSPENDED CEILING SYSTEM SECTION 09500 0110 PAGE 4 OF 4 B. Touch up scratches,abrasions,voids and other defects in painted surfaces. C. Remove and replace damaged,or improperly installed units. '""END OF SECTION"" NIP wr WO IMP 11) art ayr WIMP 1110 SEISMIC RETROFIT OF RENTON FIRE STATION 11 RESILIENT FLOORING&BASE SECTION 09650 PAGE 1 OF 2 PART 1 GENERAL 1.01 WORK IN THIS SECTION rMP A. This section includes resilient flooring and base. 1.02 RELATED SECTIONS «s A. Section 02050,Selective Demolition WI� 1.03 SUBMITTALS A. Samples: Submit samples of each type flooring material specified for approval of color,texture, wr and pattern. B. Product Data: Submit manufacturer's published literature for specified products and accessories as applicable,including manufacturer's specifications,physical characteristics and performance data. Submit as a supplement,manufacturer's instructions and directions for application if not included in manufacturer's published literature. 1.04 HANDLING WIN A. Delivery and Storage of Materials: Deliver all materials to site in unopened containers with manufacturer's labels thereon. B. Precautions: Maintain temperature of materials at not less than 70-degrees F.for 48 hours just prior to laying,during laying,and for 48 hours after laying. 1.05 MAINTENANCE A. Instructions: Upon completion and at time of acceptance by Owner,furnish 4 copies of recommended maintenance instructions and procedures;include recommended products, methods and equipment;deliver to Architect. WI. 1.06 EXTRA MATERIALS A. Furnish extra materials in original factory containers and store where directed equal to: 1. Ten feet of reducer strip. 'r 2. One roll of rubber wall base. 3. 30 sf of resilient flooring. ,WI, B. Obtain receipt when delivered to Owner's Representative. Submit copy of receipt for maintenance material. PART 2 PRODUCTS 4110. 2.01 MATERIALS A. Rubber Base: Flexco,Division of Textile Rubber Co.Flex-Cover Rubber Base,or Approved;4" high unless otherwise indicated; 1/8"thick long roll,set-on type. WIMP. SEISMIC RETROFIT OF RENTON FIRE STATION 11 RESILIENT FLOORING&BASE SECTION 09650 PAGE 2 OF 2 ''"` B. Vinyl Reducer Strip: Johnsonite or approved. C. Resilient Flooring: Marmoleum, Real Authentic, by Forbo Industries,sheet goods,Color as �•• selected by Architect. C. Other Materials: Provide accessory materials,equipment,tools and methods as required for a NIP complete installation,induding the following: 1. Primers,Adhesives and Sealers: Water-resistant types made or recommended by flooring manufacturer. r.. PART 3 EXECUTION wr 3.01 INSTALLATION A. Prepare floor in accordance with resilient floor manufacturers recommendations and section 0000 demolition. Rotary sand if necessary. off B. Install all materials in accordance with manufacturer's recommendations;install floor covering by cementing directly to substrate. Layout to minimize seams. Rout seams and heat weld together with coordinated colored heat welding rod in accordance with manufacturer's installation guide. C. Installation of Base: Lay out base material and cut to as long lengths as practicable. Carefully match edges at all seams or double-cut adjoining lengths. Arrange with joints so as to be practically invisible. Adhere base material securely to substrate,laying material in straight lines with top edges level and true. Form internal corners. Provide matching premolded external corners or heat treat base and form corners and apply sealant behind base. D. Installation of Accessories: 1. Install specified accessories in accurate locations as indicated or NMI scheduled on drawings;firmly bond to substrate backing. 2. Jointer:Provide wherever covering terminates exposing edge of floor covering material;where floor covering terminates at door opening, Ail enter reducer under door. Adhere vinyl reducers securely to floor surfaces in straight true lines. 3.02 FINISHING A. After floor covering,base and accessories have set sufficiently,wash with neutral cleaner. Leave surfaces clean and smooth,free from waves,buckles,cracks,projecting edge and other defects. B. After cleaning,apply commercial grade wax treatment as recommended by flooring manufacturer. +110 D. Protect completed work from damage and construction operations until inspection and final acceptance of project. 410 ***END OF SECTION' SEISMIC RETROFIT OF RENTON FIRE STATION 11 °11 CARPET SECTION 09680 PAGE 1 OF 2 PART 1 GENERAL 1.1 SUMMARY A. This Section includes the reinstallation of carpet tiles which have been salvaged from demolition to replace carpet tiles damaged during construction. 1.2 RELATED SECTIONS w. A. Section 02050 Selective Demolition Section 02050 removes carpet tiles from areas to be covered with new resilient flooring. It requires 1.3 STORAGE AND HANDLING "' A. Store materials on-site in,inside well-ventilated area protected from weather,moisture,soilage,extreme temperatures,and humidity. Lay flat,with continuous blocking off ground. PART 2 PRODUCTS 2.1 INSTALLATION ACCESSORIES GA. Trowelable Underlayments and Patching Compounds:As recommended by the following: 1.Carpet manufacturer. B. Adhesives: Water-resistant,mildew-resistant,nonstaining type to suit products and subfloor conditions indicated and to comply with flammability requirements for installed carpet as recommended by the following: 1.Carpet manufacturer. PART 3 EXECUTION ■+ 3.1 EXAMINATION A. Examine subfloors and conditions,with Installer present,for compliance with requirements for maximum moisture content,alkalinity range,installation tolerances,and other conditions affecting performance of carpet. Do not proceed with installation until unsatisfactory conditions have been corrected. B. Verify that subfloors and conditions are satisfactory for carpet installation and comply with requirements specified in this Section and those of the following: 1.Carpet manufacturer. +rr• 3.2 PREPARATION A. General: Comply with carpet manufacturer's installation recommendations to prepare substrates indicated to receive carpet installation. B. Level subfloor within 1/4 inch in 10 feet(6 mm in 3 m)noncumulative,in all directions. Sand or grind ""' protrusions,bumps,and ridges. Patch and repair cracks and rough areas. Fill depressions. SEISMIC RETROFIT OF RENTON FIRE STATION 11 "' CARPET SECTION 09680 PAGE 2 OF 2 1.Use leveling and patching compounds to fill cracks,holes,and depressions in subfloor. 410 C. Remove subfloor coatings,including curing compounds,and other substances that are incompatible with adhesives and that contain soap,wax,oil,or silicone. D. Broom or vacuum clean subfloors to be covered with carpet. Following cleaning,examine subfloors for moisture,alkaline salts,carbonation,or dust. 3.3 INSTALLATION A. Direct Glue-Down Installation:Comply with CRI 104,Section 8: "Direct Glue-Down." 3.4 CLEANING A. Perform the following operations immediately after completing installation. 1.Remove visible adhesive,seam sealer,and other surface blemishes using cleaner recommended by carpet manufacturer. 2.Remove protruding yams from carpet surface. 3.Vacuum carpet using commercial machine with face-beater element. 3.5 PROTECTION A. General: Comply with CRI 104,Section 15: "Protection of Indoor Installation." B. Provide final protection and maintain conditions,in a manner acceptable to manufacturer and Installer,that ensure carpet is without damage or deterioration at the time of Substantial Completion. rrr ***END OF SECTION"* M. Mir w NO SEISMIC RETROFIT OF RENTON FIRE STATION 11 PAINTING SECTION 09900 1111111 PAGE 1 OF 5 PART1GENERAL 1.01 DESCRIPTION A. Paint all surfaces except those noted below. ••• 1.02 SURFACES NOT TO BE PAINTED A. Unless specifically specified otherwise,the following surfaces are not to be painted. Now1. Exposed finish metals(aluminum,brass,bronze,stainless steel,copper,chrome). 2. Sealant,interior and exterior. 3. Exterior Concrete walking surfaces and horizontal site concrete such as curbs,and new columns, and walls. '"' 4. Equipment with finish coating by Manufacturer. 5. Concrete masonry unit block walls. s.. 1.03 STANDARD SPECIFICATIONS A. Architectural Painting Specification Manual,latest edition,published by the Master Painters Institute (MPI),available from the Washington State Council of Painting and Decorating Contractors of "` America(PDCA),WSC-PDCA,870 SW 136th St,Burien,WA 98166,206-243-7477. The words"Specifying Authority'as used in the Standard Specifications Section,shall mean the +r. Architect. B. Standard specifications of each paint manufacturer shall be incorporated as applicable to specific installations. 1.04 COLORS A. Colors: As indicated or as selected by the Architect. Do not order paints until all colors are selected or scheduled. A maximum of 3 exterior and 5 interior colors will be selected. 1.05 SUBMITTALS �rw A. Number of Samples: Submit of each stain and paint finish in duplicate. Sample for paint finishes of each color and each gloss texture. Supply one quart of each approved paint to Owner.Each quart is to be labeled for type and color. B. Preparation of Samples: Approximately 4"x 12"size for trim finishes. Approximately 12"x 12"sizes for all others. Apply and label successive shingle fashion with each coat partially exposed. meg C. Timing for Submittal of Samples: Submit after material list is approved and colors are selected;before materials are delivered to job;in ample time to permit consideration without delaying construction schedule. our D. Material Lists: Submit list of all products proposed for use for Architect's approval. Submit 3 copies before commencing painting complete with name of manufacturer,trade name or number,and purpose for which material is proposed. Obtain Architect's approval before ordering. Use same manufacturer's products for all "" coats of each individual finish unless otherwise approved by Architect. Contractor's option to use any one of the named manufacturers for each separate finish provided exact colors selected by Architect are available. low4 SEISMIC RETROFIT OF RENTON FIRE STATION 11 PAINTING SECTION 09900 411 PAGE 2 OF 5 E. Manufacturers'S cification Directions and Recommendations:Conform tom n Pe a ufacturer's specifications, directions and recommendations for best results in use of each of their products for each condition. Should they be at a variance with these specifications,report discrepancy to Architect for decision. F. Color Formula List: At time of acceptance of the project furnish to the Owner a typewritten list of all colors and types of paint installed therein,complete with either the color formula for duplication or identifying paint manufacturer's number for replacement paint. G. Product Data: Submit manufacturer's published literature for manufacturer's specifications,physical characteristics and performance data. Submit as a supplement,manufacturer's instructions and directions for application if not included in manufacturer's published literature. 1.06 HANDLING A. Delivery and Storage of Materials: Deliver in unopened containers;manufacturer's original labels thereon. Do not open until approved by Architect. Store and mix material where directed by Architect. wor B. Inflammable Material: Take extraordinary care to prevent fire. Open cans of paint and varnish only as needed. Keep rubbing cloths and oil rags in tightly closed metal containers or remove from building at dose of each owday's work. PART 2 PRODUCTS 2.01 MATERIALS A. Unless otherwise specified,furnish paint,varnish,stain,enamel,lacquer,fillers and related products for prime, intermediate and finish coats,of a type,brand and manufacturer listed in the Standard Specifications. Materials not specifically noted in the Standard specifications,and required for the work,such as linseed oil,shellac, thinners,or other materials required for the work,shall be of quality not less than required by applicable published Federal or State Specification Standards. OMNI B. Stain for exposed exterior wood to be oil based stain recommended for spray on application. w• 2.02 MIXING AND THINNING A. Mix according to manufacturer's directions or as directed by Architect. 2.03 SHEEN A. Where gloss or sheen is specified or is listed as a standard for approval for the project,the terms refer to tested luster,shine or sheen of the dry film and for purposes of this specification are defined as follows,when tested with a 60-degree reflector meter. 1. Flat: 10-degree gloss or less. - 2. Eggshell: 11 to 19-degree gloss. 3. Satin: 20 to 30-degree gloss. 4. Semi-gloss: 31 to 74-degree gloss. „ , 5. Gloss: 75-degree gloss or more. B. Unless otherwise specified provide eggshell sheen. ID 2.04 TEXTURE SEISMIC RETROFIT OF RENTON FIRE STATION 11 off PAINTING SECTION 09900 PAGE 3 OF 5 A. Unless otherwise specified,finish of paint to be smooth and free from texture. Use the appropriate method of applying paint to avoid texturing the surface. PART 3 EXECUTION 3.01 PREPARATION FOR PAINTING A. All surfaces must be smooth,dry,uniform in texture,clean and free of all greases,dust,dirt and other detrimental substances. Remove or protect all hardware,lighting fixtures and similar finished items;return „ same to their original state on completion of painting. Determine that proper temperatures have been attained and will be maintained. B. Preparation of Surfaces 1. Galvanized Metal Surfaces: Wash with SSPC SP-1 Solvent Clean. 2. Ferrous Metal Surfaces: Remove all rust and scale;wash with appropriate solvent;wire brush all unpainted welds;touch up all bare metal and scratched and abraded surfaces;recoat all wire brushed surfaces. If necessary to adequately clean surface,blast per recommendations of paint manufacturer. 3. Finished Wood Surfaces: Sand as necessary to obtain perfectly smooth surfaces. See that all nails are properly set. This does not apply to exposed framing at canopies. sir 3.02 APPLICATION OF FINISHES A. Number of Coats: As specified hereinafter for each type of finish. On shop primed work an additional prime coat is not intended,except touch-up. If necessary to obtain uniform color or sheen,add additional coats. B. Thickness of Coats: Use ample undiluted materials;apply in uniform thickness over entire areas;do not ,., exceed manufacturer's recommended spreading rate per gallon. Conform to Standard Specifications. C. Colors of Coats: Tint prime coats if necessary to obtain uniform finish coats. Vary color between coats;final coat to exactly match samples. D. Approval of Successive Coats: Obtain Architect's approval of each coat before succeeding coat is applied; without this approval,Architect reserves right to require an additional coat. �w. E. Workmanship: Highest quality of skilled workmen to Architect's satisfaction. Spread material evenly without runs,sags,thin spots and skips. Cut sharp lines against unpainted surfaces and other colors. Allow each coat to harden at least 24 hours between coats. Finish surfaces uniform,free from streaks,blotches and other defects. F. Touch-up Steel Work:Touch-up abraded spots as soon after erection as possible before other than very light INN rusting can occur. Use same material as used for shop coat. Remove all rust before paint is applied. 3.04 PAINTING OF EXTERIOR WORK B. Paint all ferrous,galvanized and shop-primed metal surfaces,except items specified not to be painted. Paint all metal surfaces of mechanical and electrical items. Paint all items as specified hereinafter. wir C. Iron&Steel 1. 1 coat alkyd primer 4110 2. 2 coats alkyd finish,satin sheen D. Galvanized Metal where metal is indicated to be painted on drawings .w SEISMIC RETROFIT OF RENTON FIRE STATION 11 ono PAINTING SECTION 09900 411) PAGE 4 OF 5 1. 1 coat P rimer. 2. 2 coats finish,satin sheen. se. E. Galvanized Metal which is hot dip galvanized. 1. Do not paint .r F. WoodFence: 1. 1 coat primer 2. 2 coats finish G. New Soffit: 1. 1 coat primer 2. 2 coats finish H. New Coping: to be shop finished 1. 1 coat primer 2. 2 coats finish 3.04 PAINTING OF INTERIOR WORK A. Paint all ferrous,and shop-primed metal surfaces,except items specified not to be painted. Paint all metal surfaces of mechanical and electrical items. Paint all items as specified hereinafter. low B. Iron&Steel-trusses at administration building,metal doors at all buildings,and exposed interior structure at all buildings. 1. 1 coat primer 2. 2 coats finish,satin sheen C. Galvanized Metal where metal is visible 1. Do not paint +.. D. Clear finish Wood—Trim and Doors 1. 1 coat stain +• 2. 2 coats of clear finish E. Gypsum Wallboard 1. 1 coat acrylic primer 2. 2 coats acrylic enamel,eggshell sheen 3. Where gwb surfaces are to be covered with wall covering,provide 1 coat alkyd primer. F. Cabinets&Finish Carpentry 1. 2 coats clear finish G. Cabinets where they are called out to be painted 1. 1 coat primer 2. 2 coats finish,satin sheen 3.05 EXPOSED MECHANICAL AND ELECTRICAL WORK A. Paint the following items 2 coats to match color selected by Architect. 1. All items which receive prime coat under Mechanical and Electrical specifications. 2. All piping,pipe covering,ducts,grilles,registers,radiators and similar. SEISMIC RETROFIT OF RENTON FIRE STATION 11 PAINTING SECTION 09900 PAGE 5 OF 5 3. All conduit,boxes,panelboards and similar. B. All grilles,registers and similar shall be spray painted. C. Paint interior surfaces of ductwork that can be seen through grilles,louvers or registers with 1 coat flat black paint. Coordinate with mechanical. 3.06 CLEANING t., A. Clean paint spatters,spots and stains from finished surfaces. Replace or repair damaged surfaces which are not satisfactorily cleaned as directed by the Architect. 3.07 DEFECTIVE WORK A. Contractor responsible,from whatever cause;refinish without extra cost. Repair all work damaged during construction;leave in first-class condition. Where uniform color and sheen of surface is not obtained,add additional coats as directed by Architect,at no additional cost to Owner. ins ***END OF SECTION'** tut wr ION SEISMIC RETROFIT OF RENTON FIRE STATION 11 'o, METAL TOILET PARTITIONS SECTION 10162 PAGE 1 OF 2 PART 1 GENERAL 1.01 RELATED SECTIONS A. Section 06100,Rough Carpentry 1.02 SUBMITTALS A. Shop Drawings:Submit for approval;show dimensions,fastenings,methods of anchoring,trim,accessories and other pertinent data. maw B. Samples: Submit samples of all finishes,hardware and trim,obtain approval before ordering. C. Product Data:Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications,physical characteristics,and performance data. 1.03 HANDLING AND STORAGE A. Carefully store partitions after delivery to protect finishes from damage or defacement;repair or replace any partitions or finishes damaged. 1.04 COLOR STANDARDS A. Colors of partitions shall be as selected by Architect from manufacturer's standard colors. PART 2 PRODUCTS 2.01 TOILET PARTITIONS&URINAL SCREENS MANUFACTURER AND TYPE A. Acceptable Manufacturers: Sanymetal,Knickerbocker,Global,Weiss Fiat,Robart,Accurate, Sievert,Hadrian Toilet Partitions or approved. B. Toilet partition:Floor mounted type;matching flush panel partitions,doors,and pilaster. Urinal screen;Wall mounted type. 2.02 FABRICATION A. Materials: Galvanized-bonderized steel,pressure-bonded honeycomb core;full interlocking edges welded and ground smooth;sealed,waterproof construction. Reinforce partitions to receive toilet accessories indicated for mounting on partitions. B. Gauges: Partitions,20-ga;doors,22-gauge;pilasters, 16-gauge;edge molding,20-gauge. 2.03 HARDWARE,FASTENINGS AND FITTINGS A. Vandal-proof types;brushed or dull chrome finishes. Provide each door with one pair of gravity-type hinges to hold door open when unlatched;1 double-pronged coat hook with rubber-tipped bumper; 1 concealed slide-bolt or turn-bolt latch with door stop and keeper and with emergency access feature. B. Hardware at each accessible stall to comply with ADA standards. • PART 3 EXECUTION 3.01 INSTALLATION MIN 1/7/2009 5:06 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 gal METAL TOILET PARTITIONS SECTION 10162 PAGE 2 OF 2 A. Confirm blocking in walls B. Install partitions rigid and plumb with door hardware complete;hang doors with 3/16" maximum uniform clearance at vertical edges;adjust hardware to operate to Architect's satisfaction. Leave entire installation clean and free from defects affecting durability and as appearance. ire ***END OF SECTION*** MO rr W ..r 1/7/2009 5:06 PM MN SEISMIC RETROFIT OF RENTON FIRE STATION 11 BIDDER DESIGNED AWINING SECTION 10530 PAGE 1 OF 2 PART I GENERAL 1.01 DESCRIPTION A. Provide and Install Fabric Covered Awning. r. B. Provide all necessary structural engineering for frame and attachment to wall. C. Secure any necessary permits. 1.02 REGULATIONS i. A. Building Code:Conform with requirements of all applicable Renton Building Codes. 1.03 QUALITY CONTROL A. Fabricator: Experienced in the design,fabrication and installation of fabric covered awnings. MilB. Welders: Certified by Washington Association of Building Officials,WABO;for structural welding,submit qualification test reports and bearing witness certification of independent laboratory and inspection service. If welder has not been engaged in welding process for a period of 3 or more months,requalify before permitting him to do structural welding work. 1.04 SUBMITTALS A. Shop Drawings:Submit for approval;show details of fabrication and erection;indicate dimensions,shapes,and connections of all items. B. Product Data:Submit manufacturer's published literature for specified products and accessories as applicable, including manufacturer's specifications,physical characteristics,and performance data. Submit as a supplement,manufacturer's instructions and directions for application if not included in manufacturer's published literature. C. Provide samples of proposed fabric in different colors for selection by the Architect. .. 1.05 WARRANTY A. Warranty the structural integrity and the condition of the frame and fabric for one year. Warranty to provide for all labor and materials necessary to maintain the awning and repair the building from any damage resulting from the awning. 1.06 DESIGN CRITERIA A. The awning shall be designed to withstand 90 mile an hour winds. B. The shape can be rounded or rectangular in section. NMI C. Significant dimensions are shown on the drawings. The height of the frame from bottom tube to top of fabric can be modified if necessary. D. The ends of the awning shall be closed. 10111 SEISMIC RETROFIT OF RENTON FIRE STATION 11 BIDDER DESIGNED AWINING SECTION 10530 PAGE 2 OF 2 PART 2 PRODUCTS 2.01 MATERIALS A. Frame to be fabricated from aluminum tubing. B. Bolts to be weather resistant and compatible with the frame. C. Fabric to be Sunbrella Brand or equal 2.02 FABRICATION A. General 1. Form to accurate sizes and shapes with sharp lines and angles;punch and shear to leave clean surfaces. Weld or rivet permanent connections;grind exposed welds flush and smooth. `MI 2. Provide holes and connections for work of other trades.Detail joints and fastenings for ample strength and stiffness;conceal wherever possible. Where exposed to weather,form to exclude water. 3. Mill machine joints to a close fit. Provide necessary rabbets,lugs,brackets for a neat substantial assembly. B. Welding: Perform welding by use of electrical arc welding process. In making welded joints and joining component parts,use types of welds and filler metal shown on drawings. For details of joints,technique of welding employed,appearance and quality of welds made,and the methods used in correcting defective work,conform to referenced standards. All exposed welds to be continuous,filled and ground flush with adjacent surfaces. C. Shop Fabricate. ale PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with drawings and approved shop drawings. Fasten securely to building structure. B. Frame to be attached to the building with thru-bolt extending through the exterior wall. Threaded ends to be on outside of wall. C. Anchor Bolts and Accessories:Furnish anchor bolts and accessories. +w. 111111 ***END OF SECTION*** "' SEISMIC RETROFIT OF RENTON FIRE STATION 11 TOILET ACCESSORIES SECTION 10800 PAGE 1 OF 3 PART 1GENERAL 1.01 DESCRIPTION OF WORK A. This section includes toilet accessories and related equipment. 1.02 RELATED SECTION ■„ A. Section 10162 Toilet Partitions B. Section 06100 Rough Carpentry,for necessary blocking 1.03 REGULATIONS A. Products and installation dimensions must meet all applicable handicapped accessibility codes,including the Washington State Building Code and the Americans with Disabilities Act standards. If selected products and indicated dimensions conflict with applicable codes,notify the Architect for redirection before proceeding. .., 1.04 SUBMITTALS A. Shop Drawings: Submit for approval;show dimensions,clear opening requirements, fastenings,finishes,hardware and connections to other work or construction. NW B. Catalog Data: Manufacturer's catalog cuts containing all required information. C. Product Data:Submit manufacturer's published literature for specified products and accessories as applicable,including manufacturer's specifications,physical characteristics and performance data. Submit as a supplement,manufacturer's instructions and directions for application if not included in manufacturer's published literature. 1.05 MAINTENANCE vim A. Furnish Owner with complete instructions,spare and replacement parts lists,recommended maintenance and cleaning materials,and other pertinent data required to maintain accessories. 1.06 KEYING A. Where key-operated locks are required for accessories;key locks as directed;obtain keying instructions from owner prior to installation of locks. B. Provide two(2)keys per unit minimum. 1.07 COORDINATION A. This section is responsible for identifying where blocking installation is necessary to support products. 411. 1/7/2009 5:06 PM .r SEISMIC RETROFIT OF RENTON FIRE STATION 11 TOILET ACCESSORIES SECTION 10800 PAGE AGE GE2OFOF3 ,,. PART 2 PRODUCTS 2.01 MANUFACTURER A. The items listed are typical by Bobrick,and the identifying numbers are from the Bobrick catalogue. Some items are not by Bobrick,and they are so noted. Products by other manufacturers will be allowed if they are comparable and are approved by the architect. Itemized comparisons of each product with product descriptions will be required in order to approve other manufacturers. 2.02 ACCESSORIES AND SCHEDULE: A. Room 127 Men's Toilet 1. Grab Bars: Bobrick B-6806 x 36,B-6806 x 42&B-6806 x 18,or approved;configuration as indicated. Provide where int indicated(1 unit each). 2. Toilet Paper Dispensers: Bobrick B-2892 or approved. Provide where indicated(1 unit). 3. Soap Dispensers: Bobrick 8-4112 or approved. Provide where indicated(1 unit). 4. Mirror Unit: Bobrick B-165 2436 or approved. Provide where indicated(1 unit). mrr 5. Hat and Coat Hooks: Bobrick B-6827. Locate where indicated on drawings at 42"(1 unit) 6. Toilet Seat Cover Dispenser: Bobrick B-221 or approved. Provide where indicated(1 unit). 7. Pipe Insulation: "Handyshield"by Plumberex Specialty Products. (Waste&Hot Water Supply) B. Room 128 Women's Toilet 1. Grab Bars: Bobrick B-6806 x 36,B-6806 x 42&B-6806 x 18,or approved;configuration as indicated. Provide where indicated(1 unit each). 2. Toilet Paper Dispensers: Bobrick B-2892 or approved. Provide where indicated(1 unit). 11111 3. Soap Dispensers: Bobrick B-4112 or approved. Provide where indicated(1 unit). 4. Mirror Unit: Bobrick B-165 2436 or approved. Provide where indicated(1 unit). 5. Hat and Coat Hooks: Bobrick B-6827. Locate where indicated on drawings at 42"(1 unit) 6. Toilet Seat Cover Dispenser: Bobrick B-221 or approved. Provide where indicated(1 unit). 7. Pipe Insulation: "Handyshield"by Plumberex Specialty Products. (Waste&Hot Water Supply) rr 8. Sanitary Napkin Disposal: Bobrick B-254 or approved. Provide where indicated(1 unit). I 2/6/2009 1:22 PM .r, `i. SEISMIC RETROFIT OF RENTON FIRE STATION 11 TOILET ACCESSORIES SECTION 10800 PAGE 3 OF 3 PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with approved shop drawings and manufacturer's instructions;secure u` with tamperproof fasteners into adequate backing. eit ***END OF SECTION*** wfr AINrr. rr .r 410 1/7/2009 5:06 PM rr MIMI SEISMIC RETROFIT OF RENTON FIRE STATION 11 APPLIANCES 011) SECTION 11452 PAGE 1 OF 2 PART 1 GENERAL 1.01 DESCRIPTION OF WORK A. This Section describes appliances and equipment. 1.02 RELATED SECTIONS A. Section 06100,Rough Carpentry NMI B. Section 06200,Finished Carpentry C. Division 15000,Mechanical D. Division 16000,Electrical 1.03 REGULATIONS A. Divisions 15 and 16 for connection of range hoods and utilities B. Division 6 for installation of wall mounted equipment and connections to cabinet work 1.04 SUBMITTALS A. Shop drawings:Submit for approval;show materials,equipment,connections,and anchorage or fastenings to building construction;include details for installation and relationship with adjoining work and materials. B. Samples and Catalog Data:manufacturer's catalog data or samples may be submitted in lieu of shop drawings of small items,if approved by the architect;data submitted in lieu of shop drawings must contain all required information;approved samples may be used on the project. 1.05 MAINTENANCE No A. Furnish to the Owner at time of acceptance of the work complete instructions on the care and maintenance of specialty items;include parts list,recommended cleaning and maintenance materials and methods. 1.06 SHOP FINISH A. Apply one coat of approved metal primer to all surfaces,unless complete shop finish is specified;apply after fabrication and before installation. 1.07 COLOR STANDARDS A. Colors as specified or as selected by the architect. 1.08 COORDINATION A. Coordinate installation with all trades. Provide for complete and operable functions. Locate electrical and natural gas connection as prior to installation of wallboard,piping and electrical. If there are clearance problems or questions,bring them to the attention of the architect before framing. Nip 1.09 QUALITY CONTROL • A. Provide a one year on-site maintenance and replacement warranty for each appliance. Offer an extended warranty contract from the vendor to the Owner with no mark-up in cost. +� PART 2 . PRODUCTS rr SEISMIC RETROFIT OF RENTON FIRE STATION 11 APPLIANCES SECTION 11452 PAGE 2 OF 2 2.01 MANUFACTURER Mir A. The items listed are by specified manufacturers and the identifying numbers are from their catalogues. Products by other manufacturers will be allowed if they are comparable and are approved by the architect. �. Itemized comparisons of each product with product descriptions will be required in order to approve other manufacturers. 2.02 ACCESSORIES A. Items specified hereinafter shall be provided complete with necessary accessories for installation and operation. 2.03 RANGE A. Provide Viking Dual Fuel Range,VDSC Classic Series,36 inches wide,with Convection oven. 2.04 DISHWASHER A. Provide Bosch SHX57-CO5UC,Stainless Steel. 2.05 RANGE HOOD ,r. A. Provide Broan Series 43000 Range Hood,36 inches wide,Stainless Steel,190 CFM,7.0 Scones. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with approved shop drawings and manufacturer's instructions. Set accurately,rigid, straight,plumb,horizontal and true as appropriate. Securely anchor with bolts or other appropriate means Wr when appropriate. B. Test operation and show that appliances work properly to the satisfaction of the Owner. C. Schedule a training meeting and explain operation of each appliance to the Owner. D. Leave clean and free of defects. ***END OF SECTION*** SEISMIC RETROFIT OF RENTON FIRE STATION 11 BASIC MATERIALS AND METHODS SECTION 15050 PAGE 1 OF 4 PART 1 -GENERAL uso 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section,and this Section is r directly applicable to them. 1.02 SUMMARY A. Basic and supplemental requirements common to Plumbing and HVAC Work. 1.03 REFERENCE STANDARDS ' A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. C. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the Contract Documents. 1.04 DEFINITIONS A. These definitions are included to clarify the direction and intention of these Specifications. For further clarification, contact the Architect/Engineer. 1. Concealed/ Exposed: "Concealed"areas are those areas that cannot be seen by the building occupants. "Exposed" areas are all areas, which are exposed to view by the building occupants, including under counters, inside cabinets and closets, plus all mechanical rooms. "Exterior"areas are those that are outside the building exterior envelope and exposed to the outdoors. MIN 2. Furnish: The term "furnish" is used to mean "supply and deliver to the Project Site, ready for unloading, unpacking,assembly,installation,and similar operations. 3. Install: The term "install" is used to describe operations at Project Site including the actual "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting,cleaning,and similar operations. .. 4. Provide: The term"provide"means"to furnish and install,complete and ready for the intended use. 1.05 QUALITY ASSURANCE A. Plumbing and HVAC systems shall be coordinated with other systems and trades to include but not be limited to: Electrical systems,fire alarm,security systems,transport systems,telephone and data systems. B. Verification of Dimensions: The Contractor shall be responsible for the coordination and proper relation of Contractor's Work to the building structure and to the Work of all trades. The Contractor shall visit the premises and become thoroughly familiar with all details of the Work and working conditions,to verify all dimensions in the 110 field, and to advise the Architect/Engineer of any discrepancy before performing any Work. Adjustments to the Work required in order to facilitate a coordinated installation shall be made at no additional cost to the Owner or the Architect/Engineer. 12/14/2008 2:32 PM rr 0/0 SEISMIC RETROFIT OF RENTON FIRE STATION 11 BASIC MATERIALS AND METHODS SECTION 15050 PAGE 2 OF 4 C. All dimensional information related to new structures shall be taken from the appropriate Drawings. All dimensional information related to existing facilities shall be taken from actual measurements made by the or Contractor on the Site. D. The Drawings are subject to the requirements of Reference Standards, structural and architectural conditions. The Contractor shall carefully investigate structural and finish conditions and shall coordinate the separate trades in order to avoid interference between the various phases of Work. Work shall be organized and laid out so that it will be concealed in furred chases and suspended ceilings, etc., in finished portions of the building, unless specifically noted to be exposed. All exposed Work shall be installed parallel or perpendicular to the lines of the *' building unless otherwise noted. E. When the Drawings do not give exact details as to the elevation of pipe and ducts,the Contractor shall physically s arrange the systems to fit in the space available at the elevations intended with proper grades for the functioning of the system involved. Piping and duct systems are generally intended to be installed true and square to the building construction, and located as high as possible against the structure in a neat and workmanlike manner. The Drawings do not show all required offsets, control lines, pilot lines and other location details. Work shall be concealed in all finished areas. F. Where core drilling of floor or wall penetrations is required, Work shall be performed in accordance with Division 03 Specifications. Where applicable Division 03 Specifications are not included in the Project,core drilling shall tor be in accordance with generally accepted standards,and be performed by licensed personnel where applicable. PART 2-PRODUCTS 2.01 GENERAL A. All materials shall meet or exceed all applicable referenced standards,federal,state and local requirements,and conform to codes and ordinances of authorities having jurisdiction. B. All equipment installed shall have local representation;local factory authorized service,and a local stock of repair a' parts. C. Responsibility for furnishing proper equipment and/or material and ensuring that equipment and/or material is ,. installed as intended by the manufacturer,rests entirely upon the Contractor. Contractor shall request advice and supervisory assistance from the representative of specific manufacturers during the installation. D. All materials, unless otherwise specified, shall be new,free from all defects, suitable for the intended use and of the best quality of their respective kinds. Materials and equipment shall be installed in accordance with the manufacturer's recommendations and the best standard practice for the type of Work involved. All Work shall be executed by mechanics skilled in their respective trades, and the installations shall provide a neat, precise �.. appearance.Materials and/or equipment damaged in shipment or otherwise damaged prior to installation shall not be repaired at the job Site but shall be replaced with new materials and/or equipment. E. Materials and equipment manufactured domestically are preferred when possible. Materials and equipment that are not available from a domestic manufacturer may be by a non-domestic manufacturer provided they fully comply with Contract Documents. 1011 F. Prevention of Rust: Standard factory finish will be acceptable on equipment specified by model number; otherwise,surfaces of ferrous metal shall be given a rust inhibiting coating. 12/14/2008 2:32 PM .. SEISMIC RETROFIT OF RENTON FIRE STATION 11 BASIC MATERIALS AND METHODS SECTION 15050 PAGE 3 OF 4 2.02 NAMEPLATES •. A. Nameplates shall be black laminated rigid phenolic with white core.Nameplate minimum size shall be 1 inch high by 3 inches long with 3/16-inch-high engraved white letters. B. Nameplate Fasteners: Fasten nameplates to the front of equipment only by means of stainless steel self-tapping screws. Stick-ons or adhesives will not be allowed unless the NEMA enclosure rating is compromised,then only epoxy adhesive shall be used to attach nameplates. C. Nameplate Information: In general, the following information is to be provided for the types of electrical components or enclosures supplied with equipment. 1. Individual Starters, Contactors, Disconnect Switches, and Similar Equipment: Identify the device, and "" voltage characteristics source and load served. 2.03 WALL,FLOOR AND CEILING PLATES(ESCUTCHEONS) A. Except as otherwise noted,provide stainless steel or chrome plated brass floor and ceiling plates around all pipes, ducts, conduits, etc., passing exposed through walls, floors or ceilings, in any spaces except underfloor and plenum spaces. B. Plates shall be sized to fit snugly against the outside of the pipe or against the insulation on lines that are insulated and positively secured to such pipe or insulation. "` C. For finished ceiling installation,secure escutcheons to ceiling with escutcheon fasteners. D. Plates will not be required for piping where pipe sleeves extend 34-inch or more above finished floor. E. Round and rectangular ducts shall have closure plates(not chrome plated)made to fit accurately at all floor,wall and ceiling penetrations. + ► 2.04 ROOF PENETRATIONS AND FLASHING A. Pipe, conduit and duct sleeves, pitch pockets and flashings compatible with the roofing installation shall be provided and installed for all roof penetrations by a contractor qualified in such Work. Installation shall comply di` with the Contract Documents and with FM General Data Sheets 1-28, 1-29, 1-31 & 1-49 along with the FM • approval guide. PART 3-EXECUTION 3.01 PREPARATION A. Cooperate with trades of adjacent, related or affected materials or operations, and with trades performing continuations of this Work in order to effect timely and accurate placing of Work and to coordinate,in proper and correct sequence,the Work of such trades. B. The size of equipment indicated on the Drawings is based on the dimensions of a particular manufacturer. While other manufacturers may be acceptable, it is the responsibility of the Contractor to determine that the equipment +r proposed will fit in the space. Fabrication Drawings shall be prepared when required by the Architect/Engineer or Owner to indicate a suitable arrangement. C. Contractor shall note that the electrical design and Drawings are based on the equipment scheduled and indicated on the Drawings. Should any equipment be provided requiring changes to the electrical design, the required electrical changes shall be made at no cost to the Owner. 12/14/2008 2:32 PM .. SEISMIC RETROFIT OF RENTON FIRE STATION 11 BASIC MATERIALS AND METHODS SECTION 15050 iiii PAGE 4 OF 4 3.02 INSTALLATION so A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. B. All installation shall be in accordance with manufacturer's published recommendations. lie C. All pipe, conduits, etc., shall be cut accurately to measurements established at the building and shall be worked into place without springing or forcing. All ducts, pipes and conduits run exposed in machinery and equipment • rooms shall be installed parallel to the building lines,except that piping shall be sloped to obtain the proper pitch. Piping and ducts run in furred ceilings, etc., shall be similarly installed, except as otherwise shown. All pipe openings shall be kept closed until the systems are closed with final connections. o" D. Precedence of Materials: 1. The Specifications determine the nature and setting of materials and equipment. The Drawings establish ro quantities,dimensions and details. 2. If interference is encountered,the following installation precedence of materials shall guide the Contractor to determine which trade shall be given the"Right of Way": ow a. Building lines b. Structural members sta c. Structural support frames supporting ceiling equipment pi" d. Soil and drain piping e. Vent piping +rrr f. Supply,return and outside air ductwork g. Exhaust ductwork - h. HVAC water and steam piping i. Natural gas piping 'm" j. Domestic water(cold and hot,softened,treated) k. Electrical conduit ea 3.03 TRAINING A. Operating and Maintenance Manuals and instruction shall be provided as specified under the Division 01 Section 4' entitled"Project Closeout Procedures." B. All equipment,piping,conduit,ductwork,grilles,insulation,etc.,furnished and installed in exposed areas shall be ,, cleaned,prepared and painted as specified in Division 09. 1111 END OF SECTION 15150 so 12/14/2008 2:32 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 HANGERS AND SUPPORTS SECTION 15060 PAGE 1 OF 5 PART 1 -GENERAL ao 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section,and this Section is directly applicable to them. 1.02 SUMMARY A. Perform all Work required to provide and install supports, hangers, anchors, sleeves and bases for all pipe, duct, equipment,system components and accessories,indicated by the Contract Documents with all supplementary items necessary for complete,code compliant and approved installation 11" 1.03 REFERENCE STANDARDS A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. rrir C. All materials, installation and Workmanship shall comply with the applicable requirements and standards addressed within the following references: 1. International Mechanical Code. 2. International Plumbing Code. 3. International Fuel Gas Code. NO 1.04 QUALITY ASSURANCE A. Support and sleeve materials and installation shall not interfere with the proper functioning of equipment. B. Contractor shall be responsible for structural integrity of all hangers,supports,anchors,guides, inserts and sleeves. All structural hanging materials shall have a minimum safety factor of five. C. Installer Qualifications: Utilize an installer experienced in performing Work of this Section who is experienced in installation of Work similar to that required for this Project and per the minimum requirements of MSS SP-89. Field welding of supports shall be by certified welders qualified in accordance with ASME Boiler and Pressure Vessel Code, Section IX using welding procedures per the minimum requirements of MSS SP-58. 1.05 SUBMITTALS A. Product Data: Provide manufacturer's catalog data including code compliance, load capacity, and intended application. 'sof B. Manufacturer's Installation Instructions:Indicate special procedures and assembly of components. 411 1.06 DELIVERY,STORAGE AND HANDLING A. Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays. 12/14/2008 2:45 PM .Mr or SEISMIC RETROFIT OF RENTON FIRE STATION 11 HANGERS AND SUPPORTS SECTION 15060 PAGE2OF5 B. Deliver materials in manufacturer's original, unopened, undamaged containers with identification labels intact. Maintain in place until installation. oo C. Store materials protected from exposure to harmful weather conditions. PART 2-PRODUCTS 2.01 GENERAL rw A. All materials shall meet or exceed all applicable referenced standards, federal, state and local requirements, and conform to codes and ordinances of authorities having jurisdiction. 2.02 MANUFACTURERS A. Hangers and Supports: a 1. Unistrut. 2. Michigan Hanger Co rr 3. Anvil International. 4. Kindorf. ro 5. Approved Equal (13) 2.03 HANGERS AND SUPPORTS A. General: 1. Refer to individual system and equipment Specification Sections for additional support requirements.Comply with MSS SP-69 for support selections and applications that are not addressed within these Specifications. 2. Utilize hangers and supports to support systems under all conditions of operation, allowing free expansion r and contraction, and to prevent excessive stresses from being introduced into the structure, piping or connected equipment. 3. All pipe supports shall be of the type and arrangement to prevent excessive deflection, to avoid excessive bending stresses between supports,and to eliminate transmission of vibration. 4. Design hangers to impede disengagement by movement of supported pipe. so 5. Wire or perforated strap iron will not be acceptable as hanger material. 6. Hanger rods shall be threaded on both ends, threaded one end, or continuous threaded, complete with so adjusting and lock nuts. 7. Hangers and clamps supporting and contacting individual non-insulated brass or copper lines shall be copper rr or copper plated.Where non-insulated brass or copper lines are supported on trapeze hangers or channels, the pipes shall be isolated from these supports with approved flexible elastomeric/thermoplastic isolation cushion material to completely encircle the piping and avoid contact with the channel or clamp. Plastic tape is not acceptable. 12/14/2008 2:45 PM tro - SEISMIC RETROFIT OF RENTON FIRE STATION 11 HANGERS AND SUPPORTS SECTION 15060 1111 PAGE3OF5 8. Hangers and clamps supporting and contacting plastic or glass piping shall be in accordance with the piping manufacturer's published recommendations and shall be fully lined with minimum 1/4 inch neoprene padding. The padding material and the configuration of its installation shall be submitted for approval. 9. Field fabricated supports shall be constructed from ASTM A36/A36M, steel shapes selected for loads being r supported.Weld steel according to AWS D-1.1. B. Finishes: All hangers, rods, inserts, clamps, stanchions, and brackets on piping within interior non-corrosive environments, shall be dipped in Zinc Chromate Primer before installation. Rods may be galvanized or cadmium plated after threading, in lieu of dipping zinc chromate.All hangers and supports exposed to the weather,including roofs and building crawl space areas,shall be galvanized or manufactured from materials that will not rust or corrode due to moisture.All hangers and supports located within corrosive environments shall be constructed from or coated w with materials manufactured for installation within the particular environment. C. Trapezes: Where multiple lines are run horizontally at the same elevation and grade, they may be supported on manufactured channel,suspended on rods or pipes. Trapeze members including suspension rods shall be properly sized for the quantity,diameters,and loaded weight of the lines they are to support. D. Ductwork: All ductwork shall be supported in accordance with SMACNA recommendations for the service involved. Horizontal ducts supported using galvanized steel bands shall extend up both sides and onto the construction above, where they shall turn over and be secured with bolts and nuts fitted in inserts set in the concrete, bolted to angles secured to the construction above,or secured in another approved manner. E. Fixture and Equipment Service Piping: 1. Piping at local connections to plumbing fixtures and equipment shall be supported with steel plate,angles or channels,mounted in vertical or horizontal position. 2. Pipe clamps shall be attached to supports. Supports shall be attached to wall or floor construction with clip angles,brackets,or other approved method. 3. Supports may be attached to cast iron pipe with pipe clamp,or other approved method. 4. All water piping shall be isolated from building components to prevent the transmission of sound. err 5. All copper or brass lines shall be isolated from ferrous metals with dielectric materials to prevent electrolytic action. Plastic tape is not an acceptable isolation material. F. Pipe Shields: Provide pipe shields in accordance with insulation manufacturer's published recommendations. Install MSS SP-58,Type 39 protection saddles, if insulation without vapor barrier is indicated. Install MSS SP-58,Type 40 protective shields on cold piping with vapor barrier. OW 2.04 PIPE AND DUCT PENETRATIONS A. General: r�lr 1. Seal penetrations through all rated partitions, walls and floors with U.L. tested assemblies to provide and maintain a rating equal to or greater than the partition,wall or floor. WO 2. Inside diameter of all sleeves or cored holes shall provide sufficient annular space between outside diameter of pipe,duct or insulation to allow proper installation of required fire and water proofing materials and allow for movement due to expansion and contraction. 3. Seal penetrations through all floors to provide and maintain awatertightinstaI installation. ,,,. 12/14/2008 2:45 PM ■. SEISMIC RETROFIT OF RENTON FIRE STATION 11 HANGERS AND SUPPORTS SECTION 15060 410 PAGE 4 OF 5 4. Exposed ceiling, floor and wall pipe penetrations within finished areas(including exterior wall faces)shall be provided with chrome plated,brass or stamped steel,hinged,split-ring escutcheon with set screw or snap-on type. Inside diameter shall closely fit pipe outside diameter or outside of pipe insulation where pipe is insulated. Outside diameter shall completely cover the opening in floors,walls,or ceilings. In exterior,damp, or corrosive environments,use Type 302 stainless steel escutcheons. B. Wall Penetrations: 1. Where piping or ductwork passes through non-rated partition, close off space between pipe or duct and r■ construction with gypsum wallboard and repair plaster smoothed and finished to match adjacent wall area. 2. Pipe penetrations through interior rated partitions shall be provided with adjustable prefabricated U.L. listed fire rated galvanized sheet metal sleeves having gauge thickness as required by wall fire rating, 20 gauge minimum. 3. Pipe penetrations through exterior walls and walls below grade shall be provided with"Link-Seal"mechanical rim casing seal manufactured by Thunderline Corporation. 4. Ductwork penetrations through rated partitions, walls and floors shall be provided with sleeves that are manufactured integral with the damper assembly installed. rw C. Flashing: 1. Coordinate flashing material and installation required for pipe and duct roof penetrations with Owner and IOW roofing Contractor. 2. Provide acoustical flashing around ducts and pipes penetrating equipment rooms, with materials and installation in accordance with manufacturer's instructions for sound control. D. Roof Curbs: Coordinate roof curb material and installation with Owner and roofing Contractor. sip PART 3-EXECUTION I. 3.01 INSTALLATION A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. r B. Application,sizing and installation of piping,supports,anchors and sleeves shall be in accordance with manufacturer's printed installation instructions. +� C. Provide for vertical adjustments after erection and during commissioning,where feasible,to ensure pipe is at design elevation and slope. D. Install hangers and supports to allow controlled thermal movement of piping systems, permitting freedom of movement between pipe anchors,and to facilitate action of expansion joints,expansion loops,expansion bends,and similar units. 111 E. Install hanger so that rod is vertical under operating conditions. F. Supports, hangers, anchors,and guides shall be fastened to the structure only at such points where the structure is fia capable of restraining the forces in the piping system. rr 12/14/2008 2:45 PM Ir +� SEISMIC RETROFIT OF RENTON FIRE STATION 11 HANGERS AND SUPPORTS SECTION 15060 PAGE5OF5 G. Do not hang pipe,duct or any mechanical/plumbing item directly from a metal deck or locate on the bottom chord of any truss or joist unless approved by the Structural Engineer of Record. H. Piping supports shall be independent from ductwork supports.Combining supports is not permitted. I. Provide all supporting steel required for the installation of mechanical equipment and materials, including angles, ow channels,beams,etc.to suspended or floor supported tanks and equipment. All of this steel may not be specifically indicated on the Drawings. w J. All piping and ductwork supports shall be designed and installed to allow the insulation to be continuous through the hangers. K. Adjustable clevis hangers shall be supported at rods with a nut above and below the hanger. L. All hanger rods shall be trimmed neatly so that 1 inch of excess hanger rod protrudes beyond the hanger nut. In the event a rod is intentionally but temporarily left excessively long (for sloped or insulated lines for example), the ww Contractor shall take appropriate measures to protect the pipe or other materials from damage. M. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent structures,materials,etc. W' N. Horizontal and vertical piping in chases and partitions shall be supported by hangers or other suitable support. 0. Locate hangers within 12 inches of each horizontal elbow. P. Where several pipes can be installed in parallel and at same elevation,provide multiple or trapeze hangers. Q. Mechanical Sleeve Seal Installation:Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve.Assemble mechanical sleeve seals and install in annular space between pipe and sleeve.Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. R. Inserts: 1. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pipe and sleeve. Tighten bolts against pressure plates that cause sealing elements to expand and make watertight seal. S. Flashing: 1. Coordinate all roof flashing with requirements of Division 07. T. Pipe Shields: 1. Provide shields at each hanger supporting insulated pipe. 2. Provide shields of the proper length to distribute weight evenly and to prevent compression of insulation at op hanger. 3. Install shield so that hanger is located at the center of the shield. +wr 4. Attach shield to insulation with adhesive to prevent slippage or movement. VI) END OF SECTION 15060 12/14/2008 2:45 PM +rw SEISMIC RETROFIT OF RENTON FIRE STATION 11 MECHANICAL INSULATION SECTION 15080 PAGE 1 OF 8 jib 11. PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. r B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section, and this Section is directly applicable to them. 1.02 SUMMARY A. Perform all Work required to provide and install piping insulation, jackets and accessories indicated by the w Contract Documents with supplementary items necessary for proper installation. 1.03 REFERENCE STANDARDS too A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. C. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: +�w 1. ASTM E119-Standard Test Methods for Fire Tests of Building Construction and Materials. 1.04 DEFINITIONS A. Concealed: Areas that cannot be seen by the building occupants. impB. Interior Exposed: Areas that are exposed to view by the building occupants, including underneath countertops, inside cabinets and closets,and all equipment rooms. C. Interior: Areas inside the building exterior envelope that are not exposed to the outdoors. arr • D. Exterior: Areas outside the building exterior envelope that are exposed to the outdoors, including building crawl spaces and loading dock areas. 1.05 QUALITY ASSURANCE A. All piping requiring insulation shall be insulated as specified herein and as required for a complete system. In each case,the insulation shall be equivalent to that specified and materials applied and finished as described in these Specifications. B. .All ductwork requiring insulation shall be insulated as specified herein and as required for a complete system. In "'p each case,the insulation shall be equivalent to that specified and materials applied and finished as described in these Specifications. C. All insulation,jacket,adhesives,mastics,sealers,etc.,utilized in the fabrication of these systems shall meet NFPA siv for fire resistant ratings(maximum of 25 flame spread and 50 smoke developed ratings)and shall be approved by the insulation manufacturer for guaranteed performances when incorporated into their insulation system,unless a 111 specific product is specified for a specific application and is stated as an exception to this requirement. No material may be used that,when tested by the ASTM E84-89 test method,is found to melt,drip or delaminate to such a degree that the continuity of the flame front is destroyed,thereby resulting in an artificially low flame spread rating. 12/14/2008 3:08 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 MECHANICAL INSULATION SECTION 15080 PAGE 2 OF 8 1. Certificates to this effect shall be submitted along with Contractor's submittal data for this Section of the Specifications. 2. No material shall be used that, when tested by the ASTM E84-89 test method, is found to melt, drip or delaminate to such a degree that the continuity of the flame front is destroyed, thereby resulting in an artificially low flame spread rating. """' D. Application Company Qualifications: Company performing the Work of this Section must have minimum three(3) years experience specializing in the trade. ,., E. All insulation shall be applied by mechanics skilled in this particular Work and regularly engaged in such occupation. F. All insulation shall be applied in strict accordance with these Specifications and with factory printed recommendations on items not herein mentioned. Unsightly,inadequate,or sloppy Work will not be acceptable. 1.06 SUBMITTALS 4" A. Product Data: 1. Provide product description,list of materials,"k"value,"R"value,mean temperature range,and thickness for +•r each service and location. 1.07 DELIVERY,STORAGE AND HANDLING O' A. Deliver materials to the Project Site in original factory packaging, labeled with manufacturer's identification including product thermal ratings and thickness. B. Store insulation in original wrapping and protect from weather and construction traffic. Protect insulation against dirt,water,chemical,and mechanical damage. C. Maintain ambient temperatures and conditions required by manufacturers of adhesives, mastics and insulation cements. PART 2-PRODUCTS 2.01 GENERAL A. All materials shall meet or exceed all applicable referenced standards,federal, state and local requirements,and conform to codes and ordinances of authorities having jurisdiction. 2.02 MANUFACTURERS A. Insulation: 1. Owens-Corning(Type P1). 2. Certainteed Corporation(Type P1). .iw 3. Johns Manville Corporation(Type P1). 4. Knauf Corporation(Type P1). 5. Dow Chemical Company(Type P2). 6. Armstrong/Armacell(Armaflex)(Type P3). .r. 12/14/2008 3:08 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 o,. MECHANICAL INSULATION SECTION 15080 PAGE 3 OF 8 7. RBX Industries/Rubatex(Type P3). 8. Mineral Products of Texas(Type P4). 9. Resolco International by(Insul-Phen)(Type P5). 10. B. Jackets: 1. Childers Products Company. 00, 2. PABCO. 3. RPR Products,Inc. 4. Alpha. 5. Venture Tape Corporation 6. Foamglas 2.03 DUCTWORK INSULATION A. Preformed Glass Fiber (PGF): 4#/ft3 density, 0.24K at 75°F mean temp., laminated jacket. Manville Micro-Lok „ , AP-T or approved.Foamed Plastic(FP):0.27K at 75°F mean temp.,Armstrong Armaflex or approved. B. Flexible Glass Fiber Blanket (FGF)for ducts in conditioned space:3/4#/ft3 density, minimum R-3.3 installed,foil jacket.Manville Microlite or approved. C. Flexible Glass Fiber Blanket(FGF): 2"thickness, 1-1/2#/ft3 density, minimum R-7 installed,foil jacket. Manville Microlite or approved. D. Insulation for Ducts exposed to Weather(i.e.make up air supply and all ductwork in ventilated attic):2"thickness, 1-1/2#/ft3 density,duct liner with vapor barrier;minimum E. R-7 installed.CSG Ultraliner,Owens-Corning Fiberglas,Aeroflex. F. Not accepted: IMCOA closed-cell foam or similar polyolefin foam insulation. ••• 2.04 JACKETS(DUCTWORK) A. Laminate:White Kraft paper exterior,glass reinforced,aluminum foil. B. Foil:Aluminum foil exterior and Kraft paper reinforced with glass skrim,UL approved,0.02 permeability. C. PVC Fittings:Manville Zeston 2.05 PIPING INSULATION A. Type P1: Fiberglass preformed insulation; ASTM C 547; minimum 3.0 lb/cu ft density, ASTM C335,'k'value of 0.23 at 75 degrees F;noncombustible. B. Type P5: Phenolic closed cell,ASTM C1126 rigid foam,2.2 lbs.nominal density,CFC free;ASTM C518,'k'value • of 0.13 at 75 degrees F.(Note material thickness limit is 3 inches as tested in accordance with ASTM E84). C. Type P6: Cellular Glass, ASTM C552, 7.5 lbs./cu.ft, density, ASTM E96 (Wet Cup Method) 0.00 water vapor perm,ASTM C518'k'value of 0.29 at 75 degrees F. 12/14/2008 3:08 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 MECHANICAL INSULATION SECTION 15080 PAGE 4 OF 8 2.06 JACKETS(PIPING) A. Jacket Materials: 1. Factory Applied Jackets: White kraft bonded to reinforced foil vapor barrier with self-sealing adhesive joints. 2. PVC Jackets:UL listed 25/50 rated per ASTM E 84, UV resistant,minimum insulation thickness 0.020 inches for piping outside diameters up to 18 inches and 0.030 inches for i piping outside diameters above 18 inches.. Standard manufactured PVC cover fittings cover system consisting of one-piece, pre-molded, PVC covers with fiberglass inserts manufactured from 20-mils thick, high-impact, ultraviolet-resistant. Use IMO ultraviolet resistant adhesive as recommended by the manufacturer. 3. Fiberglass Cloth Reinforcing Mesh:#10 glass cloth with minimum weight of 3.9 ounces per square yard. 4. Aluminum Jackets: ASTM B 209;0.020 inch thick;smooth finish with factory applied moisture barrier. 5. Stainless Steel Jackets: Type 304 stainless steel;0.010 inch thick;smooth finish. 6. Factory Applied Jacket (like Alpha Style: VR-RHD): Provide factory applied ASJ White triple ply laminate polypropylene,mold resistant,metallized polyester vapor barrier film backing. ..r 7. Venture 1577 W/U,0 perm and mold resistant jacket material,5 ply laminate with 6 mil film on with adhesive on one side..This mold resistant jacket is to be used with Phenolic closed cell insulation used for applications where Type 5A and 5B insulation is used on existing chilled piping being repaired or being modified. B. Interior Concealed Applications: 1. Type P1 Insulation: Provide factory applied ASJ white kraft foil vapor barrier. 2. Type P5 and P5A, 5B Insulation: Provide Venture jacketing material on piping where condensation can occur or where it is used on existing chilled water piping, equipment drain piping transporting chilled condensate form cooling coils,and roof storm drain piping transporting cold rain water from the building roof. wo 3. Type P5 Jacketing material is not required when insulation is used on hot water piping. 4. Type P6 Insulation: Provide Pittcoat 404 or pre-molded PVC covers per manufacturer's recommendations. C. Interior-Exposed Applications: 1. Type P1,and P2 Insulation: Provide factory applied ASJ white kraft foil vapor barrier. Also finish with canvas jacket or#10 glass membrane with Childers CP-50 or approved equal finish. Apply sizing for finish painting. Verify jacket is suitable for applications. +� 2. Type P5 Insulation is used on hot water piping:Provide factory applied ASJ white kraft foil vapor barrier 3. Type P5 and P5A Insulation: Provide Venture jacketing material on piping where it is used on existing chilled water piping,equipment drain piping transporting chilled condensate form cooling coils,and roof storm drain "" piping transporting cold rain water from the building roof where condensation can occur. 4. Type P6 Insulation: Provide triple ply laminate polypropylene, mold resistant with a metal foil and polyester vapor barrier film backing. 5. All exposed insulated piping within six feet of the floor shall be protected with an aluminum or stainless jacket 41111 material to protect the insulation jacketing material from being torn or punctured. 12/14/2008 3:08 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 ,.. MECHANICAL INSULATION SECTION 15080 PAGE 5 OF 8 2.07 DUCTWORK INSULATION ACCESSORIES A. Adhesives: Waterproof vapor barrier type,meeting requirements of ASTM C916;Childers CP-82. top B. Finish: Vapor barrier finish coating,Childers CP-11. C. Jacket: Presized glass cloth,minimum 7.8 oz/sq yd. 1111111 D. Type D4 Insulation Adhesive: Fire resistive to ASTM E84,Childers CP-82. E. Impale Anchors: Galvanized steel, 12 gage self-adhesive pad. F. Joint Tape: Glass fiber cloth,open mesh. G. Tie Wire and Wire Mesh: Annealed steel,16 gage. H. Stainless Steel Banding:3/4-inch wide,minimum 22 gage,304 stainless. +�w I. Armaflex 520 or 520 BLV contact adhesive. J. Armatuff 25 white seal seam tape. air 2.08 PIPING INSULATION ACCESSORIES A. Insulation Bands: 3/4 inch wide; 0.007 inch thick galvanized steel when exposed to interior environment, .010 inch thick stainless steel or 0.015 inch thick aluminum when exposed to harsh humid interior environment or outside environment. B. Metal Jacket Bands: 3/8 inch wide;0.015 inch thick aluminum or 0.010 inch thick stainless steel to match jacket. C. Insulating Cement: ASTM C 195;hydraulic setting mineral wool;Ryder One-Coat. D. Sealants: Use at valves,fittings and where insulation is terminated. Brush apply sealant to end of insulation and continue along pipe surface. Provide Childers CP-70/CP-76 or equivalent sealant. E. Adhesives: Use to adhere the longitudinal lap seam of vapor barrier jackets and at butt joints between insulation or fitting covers. Provide Childers CP-82 or approved equal as general purpose adhesive. Use Childers CP-97 fibrous adhesive for calcium silicate or when adhering pipe saddles and shields to the insulation. F. Primers: Provide Childers CP-50 diluted 50 percent with water or Pittcoat 300 primer thinned with mineral spirits to cover insulating cements prior to finish coating. G. Finish: Provide Childers CP-30 L.O. as a general purpose finish to coat the longitudinal seams and butt joints of vapor barrier jackets or glass cloth jackets. Use Childers CP-50 reinforced with glass cloth as an adhesive and sizing for canvas and in other locations as indicated. .,,,. PART 3-EXECUTION 3.01 PREPARATION A. Verify that piping has been pressure tested before applying paint and insulation materials. B. Thoroughly clean all surfaces to be insulated as required to remove all oil,grease, loose scale, rust,and foreign matter. Piping must be completely dry at the time of application of primer paint. Painting on piping where condensation is occurring on the pipe surface is strictly prohibited. 12/14/2008 3:08 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 MECHANICAL INSULATION SECTION 15080 PAGE 6 OF 8 C. Provide primer coat on all piping,to include field welds and over factory applied paint/coating,in total compliance with Contract Documents and compatible with and approved by the insulation manufacturer. Painting must be completed and approved prior to installation of insulation. Paint shall be applied in accordance with the paint manufactures instructions,environment,and pipe surface temperatures. D. Verify that ductwork has been tested before applying insulation materials. E. Verify that surfaces are clean,foreign material removed,and dry. F. Maintain required ambient temperature during and after installation for a minimum period of 24 hours. 3.02 INSTALLATION-DUCTWORK A. Installation shall meet or exceed all applicable federal,state and local requirements,referenced standards and conform to codes and ordinances of authorities having jurisdiction. B. All installation shall be in accordance with manufacturer's published recommendations. 010 C. Provide external insulation on all round ductwork connectors to ceiling diffusers and on top of diffusers as indicated in the Ductwork Insulation Application and Thickness Schedule and the Drawings. Secure insulation to ceiling diffuser frame with vapor barrier adhesive or tape to match jacket. D. Flexible and Rigid fiberglass insulation application for exterior of duct: 1. Secure insulation with vapor barrier with wires and seal jacket joints with vapor barrier adhesive or tape to match jacket. ao 2. Install without sag on underside of ductwork. Use 4-inch wide strips of adhesive on 8-inch centers and mechanical fasteners where necessary to prevent sagging. Seal vapor barrier penetrations by mechanical fasteners with vapor barrier adhesive. Stop and point insulation around access doors and damper operators to allow operation without disturbing wrapping. 3. Insulate standing seams and stiffeners that protrude through the insulation with 1-1/2 inch thick,unfaced,flexible blanket insulation. Cover with glass cloth and coat with vapor barrier finish coating. 4. On circumferential joints, the 2-inch flange on the facing shall be secured with 9/16 inch outward clinch steel staples on 2-inch centers,and taped with minimum 3-inch wide strip of glass fabric and finish coating. 5. Cover seams,joints,pin penetrations and other breaks finish coating reinforced with glass cloth. rr 3.03 INSTALLATION-PIPING A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. B. Installation of insulation and jacket materials shall be in accordance with manufacturer's published instructions. C. Handle and install materials in accordance with manufacturer's instructions in the absence of specific instructions herein. D. On exposed piping,locate insulation cover seams with the ridge of the lap joint is directed down. E. Exposed Insulated piping within six feet of the floor shall be protected with an aluminum or stainless jacket material to protect the insulation. 12/14/2008 3:08 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 MECHANICAL INSULATION SECTION 15080 PAGE 7 OF 8 F. Insulate fittings, joints and valves with molded insulation of the same material and thickness as adjoining pipe. Open voids and cracks insulation shall be kept at a minimum when placing insulation on abnormal or irregular shapes. Use closed cell or recommended fill material as instructed by the insulation manufacturer to close openings. Fiberglass insulation shall not be used as a fill material on chilled water piping or fittings. G. Continue insulation through walls,sleeves,pipe hangers,floors,and other pipe penetrations. H. Provide dams in insulation at intervals not to exceed 20 feet on cold piping systems to prevent migration of condensation or fluid leaks. Indicate visually where the dams are located for maintenance personnel to identify and also provide dams at butt joints of insulation at fittings,flanges,valves,and hangers. ow I. Insulate entire system including fittings, valves,flanges and strainers. Use closed cell insulation on cold piping system flexible connections,expansion joints and unions,bevel and seal ends of insulation and continue sealant a minimum of 4 inches along the piping,unless stated otherwise. ow J. For hot piping conveying fluids 140 degrees F or less,do not insulate flanges and unions at equipment,but bevel and seal ends of insulation. Continue sealant a minimum of 4 inches along the piping. K. All sections of molded pipe covering shall be firmly butted together. Where an insulation covering is applied, it shall lap the adjoining section of insulation by at least three inches(3 inches). Where insulation terminates,it shall be neatly beveled and finished. All materials used shall be fire retardant or nonflammable. L. Where vapor barriers are required,the vapor barrier shall be on the outside. Extreme care shall be taken that the vapor barrier is unbroken. Joints,etc.,shall be sealed. Where insulation with a vapor barrier terminates,seal off with vapor barrier continuous to the surface being insulated. Ends shall not be left raw. M. Where pipe chases are tight,adequate provision shall be made at the rough-in stage using offset fittings or other means(except springing the pipe)to ensure that insulation can be applied throughout the length of the pipe. N. Paint exposed pipe insulation per Div 09. 0. Where canvas finish is specified, use lagging adhesive to prevent mildew in securing canvas. Do not use wheat paste. In addition,cover all canvas insulation with a fire retardant coating.Where canvas finish is specified,use lagging adhesive to prevent mildew in securing canvas. Do not use wheat paste. In addition, cover all canvas insulation with a fire retardant coating. 1. On canvas jacketed systems where seam joints at fittings are rough, they shall be covered with an application of insulating cement and smoothed with a trowel before the canvas is applied with adhesive. The canvas must be free of wrinkles and have a smooth,neat appearance. rr 3.04 DUCTWORK INSULATION APPLICATION AND THICKNESS SCHEDULE +.. Insulation Ductwork System Application Thickness Outside of Mechanical 2" •• Supply Air Rooms (Hot,Cold,Combination) Inside of 1-1/2" Mechanical Rooms Return Air,Relief Air,and All 1" Exhaust Air Supply Air Diffusers Top of Diffuser 2" 12/14/2008 3:08 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 •. MECHANICAL INSULATION SECTION 15080 PAGE 8 OF 8 3.05 PIPING INSULATION APPLICATION AND THICKNESS SCHEDULE igar A. In no case shall installed piping insulation have insulation thicknesses that are less than what is required by local energy codes and ASHRAE 90.1 (whichever is more stringent), based on comparable insulation conductivity .w. values at the specified mean rating temperature. B. Type 5A and 5B insulation is only used where it is being replaced on existing pipe and thickness of the replacement insulation shall match the existing insulation thickness. Piping Systems Location Type Pipe Size Insulation Thicknes — s 1-1/2"& 1/2" Smaller 2"to 4" 1/2" MINInterior Concealed P1 5"&Larger 1/2" 1-1/2"& 3/4" P5 Smaller Interior Exposed 2"to 4" 3/4" P6 1-1/2"& 1" ISM Smaller Domestic Cold 2"to 4 1" Water, Soft Water, Make-Up Water Domestic Hot 2"&Smaller 1" Water,Tempered Water (Maximum 200 Interior 2-1/2"&Larger 1-1/2" Degrees F) Concealed P1 rr 1-1/2"& 3/4" Interior Exposed P5 Smaller P6 2"to 4" 1" END OF SECTION 15080 r 410 12/14/2008 3:08 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING SECTION 15140 PAGE 1 OF 10 PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section,and this Section is directly applicable to them. .. 1.02 SUMMARY A. Provide materials and installation for complete first class plumbing systems,within and to five feet beyond building perimeter unless noted otherwise on Contract Drawings;Sanitary Waste and Vent Piping, Domestic Water Piping, Domestic Water Valves, Testing and other normal parts that make the systems operable, code compliant and acceptable to the authorities having jurisdiction. 1.03 REFERENCE STANDARDS A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. C. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: 1. 2006 Edition of the International Plumbing Code. 2. 2006 Edition of International Mechanical Code with WA State Amendments. 3. 2006 Edition of International Building Code with WA State Amendments. 4. ANSI/NSF Standard 61 -Drinking Water System Components-Health Effects. 1.04 QUALITY ASSURANCE A. Manufacturer's name and pressure rating shall be permanently marked on valve body. B. Manufacturer Qualifications:Company shall have minimum three years experience specializing in manufacturing the products specified in this section.All pipe,fittings,couplings,gaskets and valves shall be manufactured domestically. ing C. Installer Qualifications: 1. Company shall have minimum three years documented experience specializing in performing the work of this •.. section. 2. All installers of copper press fittings shall be trained by the fitting manufacturer's appointed representative. 01) 12/14/2008 4:02 PM aup SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING SECTION PAGE GE 2 2 OFF 10 r 1.05 SUBMITTALS A. Product Data: 1. Code and Standards compliance,manufacturer's data for pipe,fittings,valves and all other products included within this specification section. fr. 2. Manufacturer's installation instructions. B. Record Documents: 1. Record actual locations of valves,etc.and prepare valve charts. 2. Test reports and inspection certification for all systems listed herein. 3. Provide a certificate of completion detailing the domestic water system chlorination procedure and all laboratory test results. 4. Submit proposed location of access panels which vary from quantities or locations indicated on Contract Drawings. 5. Provide full written description of manufacturer's warranty. C. Operation and Maintenance Data: 1. Include components of system, servicing requirements, Record Drawings, inspection data, installation instructions, exploded assembly views, replacement part numbers and availability, location and contact numbers of service depot. 1.06 DELIVERY,STORAGE AND HANDLING .,r A. All materials shall be new,undamaged,and free of rust. B. Accept valves on Site in shipping containers and maintain in place until installation. C. Provide temporary protective coating and end plugs on valves not packaged within containers.Maintain in place until installation. D. Provide temporary end caps and closures on pipe and fittings.Maintain in place until installation. E. Protect installed piping, valves and associated materials during progression of the construction period to avoid clogging with dirt,and debris and to prevent damage,rust,etc. Remove dirt and debris and repair materials as work •■► progresses and isolate parts of completed system from uncompleted parts. F. Protect all materials that are to be installed within this project from exposure to rain,freezing temperatures and direct sunlight. r 1111 12/14/2008 4:02 PM MEI SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING SECTION 15140 • PAGE 3 OF 10 PART 2-PRODUCTS 2.01 GENERAL A. All materials shall meet or exceed all applicable referenced standards, federal, state and local requirements, and conform to codes and ordinances of authorities having jurisdiction. W+ B. Provide materials as specified herein and indicated on Contract Drawings. All materials and work shall meet or exceed all applicable Federal and State requirements and conform to adopted codes and ordinances of authorities having jurisdiction. C. Pressure ratings of pipe,fittings, couplings,valves,and all other appurtenances shall be suitable for the anticipated system pressures in which they are installed. ter 2.02 SANITARY WASTE AND VENT PIPING,BURIED BEYOND 5 FEET OF BUILDING A. Ductile Iron Pipe:ASTM A746,service weight,bell and spigot ends. 1. Fittings:AWWA C110,ductile iron,standard thickness. 2. Joints:AWWA C111,rubber gasket joint devices. B. ABS Pipe:ASTM D2751,SDR 23.5,Acrylonitrile-Butadiene-Styrene(ABS)material,bell and spigot style solvent sealed ends. 1. Fittings:ABS,ASTM D2751. (310 2. Joints:ASTM D2235,solvent weld. C. ABS Pipe:ASTM F628,Acrylonitrile-Butadiene-Styrene(ABS)material. 1. Fittings:ABS. 2. Joints:ASTM D2235,solvent weld. .sr D. ABS Pipe:ASTM D2661,Acrylonitrile-Butadiene-Styrene(ABS)material. 1. Fittings:ABS,ASTM D2661. 2. Joints:ASTM D2235,solvent weld. r■ E. PVC Pipe:ASTM D2729,polyvinyl chloride(PVC)material,bell and spigot solvent sealed ends. 1. Fittings:PVC,ASTM D2729. rr 2. Joints:ASTM D2855,solvent weld with ASTM D2564 solvent cement. F. PVC Pipe:ASTM D3034,Type PSM,polyvinyl chloride(PVC)material,bell and spigot style rubber ring sealed gasket joint. .r. 1. Fittings:PVC,ASTM D3034. 2. Joints:ASTM F477,elastomeric gaskets. 2.03 SANITARY WASTE AND VENT DRAINAGE PIPING WITHIN 5 FT OF THE BUILDING nr A. Above ground drain,waste and vent(DWV)piping within buildings(sanitary and roof drainage): 2-1/2"(63mm)diameter and smaller:Copper DWV drainage tube or seamless copper pipe with cast bronze threaded "r` or copper solder joints drainage fittings. PVC plastic DWV piping with solvent cement is allowed for buildings less than two stories tall. 12/14/2008 4:02 PM rw 00. SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING SECTION0 PAGE GE 44 OFF 10 3"(76mm)diameter and larger:Cast iron soil pipe and fittings,service weight hubless with stainless steel couplings. Service weight cast iron soil pipe and fittings with hubless connections using clamp type gasketed mechanical fasteners above ground and hub and spigot DWV pipe and fittings with neoprene compression gasket joints for all buried pipe. B. Indirect waste piping sizes 1-1/4"through 2"serving fixtures and equipment shall be seamless copper DWV tube with ,re wrought copper or wrought copper alloy solder joint drainage pattern DWV fittings. C. Indirect waste piping sizes 1"and smaller serving equipment shall be type"L"hard drawn copper pipe and wrought copper or cast copper alloy solder joint fittings using lead-free solder and non-corrosive flux. Elbows shall be long radius type.Tee fittings shall be combination wye with 45 degree elbow. D. Cast iron soil pipe compression gaskets shall be monolithically molded from an elastomeric meeting ASTM C 564 and shall be of same manufacturer as pipe and fittings. rw E. Clamps for joining hubless cast iron pipe and fittings sizes 10"and smaller shall meet the performance criteria of FM 1680,have 28 gauge type 304 stainless steel jacket,minimum.094 inch thick ASTM C 564 neoprene gasket and type 305 stainless steel band screws designed to be installed with a pre-set torque wrench calibrated at 80 inch pounds. rr F. Clamps for joining hubless cast iron pipe and fittings sizes 12"and 15"shall meet the performance criteria of FM 1680, have 24 gauge type 304 stainless steel jacket,minimum.100 inch thick ASTM C 564 neoprene gasket and type 305 stainless steel band screws designed to be installed with a pre-set torque wrench calibrated at 125 inch pounds. G. Hubless piping systems shall not be used in a directly buried,underground application. H. Solder for copper piping shall be 95.5%Tin,4%Copper and 0.05%Silver solder conforming to ASTM B32.Use flux recommended by solder manufacturer and conforming to ASTM B813. I. Double sanitary tee fittings shall be not be used as a drainage fitting. wr J. Provide IAPMO figure one,IAPMO figure five or double wye and eighth bend fittings on vertical lines serving back-to- back fixture drains. �. K. Double wye and eighth bend fittings shall not be installed in horizontal drain lines. L. All P-traps for floor drains,floor sinks and hub drains shall be deep-seal type. r.r M. Provide threaded brass or copper adapters to connect fixture supply stops and waste to service piping within walls. Galvanized nipples shall not be acceptable.Provide DWV copper trap adapters to connect lavatory,sink and drinking fountain trap outlets to sanitary system. ""' 2.04 DOMESTIC WATER PIPING AND VALVES(INCLUDING COLD AND HOT WATER) A. All materials within domestic water distribution systems that may come in contact with the potable water delivered r shall comply with ANSI/NSF Standard 61. B. All brass and bronze piping materials within domestic water distribution systems that may come in contact with the potable water delivered shall have no more than 15%zinc content. C. Unburied piping shall be type"L"hard drawn copper pipe and wrought copper or cast copper alloy solder joint fittings using lead-free solder and non-corrosive flux. 410 12/14/2008 4:02 PM ,.r .. r. SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING SECTION 15140 PAGE 5 OF 10 rr D. Piping sizes 2-1/2"and larger may be type"L"hard drawn copper and wrought copper or cast copper alloy roll groove fittings utilizing no-sweat coupling and flange adapter assemblies as manufactured by Victaulic or Anvil. E. Unburied piping sizes 1/2"through 2"installed within occupied buildings for modifying systems having an operating pressure that will not exceed 200 p.s.i.g.may utilize copper press fittings manufactured by NIBCO, Elkhart or Viega conforming to the material and sizing requirements of ASME B16.18 or ASME 816.22. tar F. 0-rings for copper press fittings shall be EPDM.Copper press fittings shall be rated at 200 psi working pressure and 250 degree working temperature. G. All copper press fittings, couplings and specialties shall be the products of a single manufacturer. Installation tools shall be of the same manufacturer as the components. H. Solder for copper piping shall be 95.5%Tin,4%Copper and.05%Silver conforming to ASTM B32.Use water soluble flux recommended by solder manufacturer and conforming to ASTM B813 and NSF 61. I. Dielectric waterway fittings shall have zinc electroplated steel pipe body with high temperature stabilized polyolefin polymer liner;manufactured by Victaulic,Style 47 or PPP,Inc.Series 19000. J. Dielectric unions shall be rated at 250 psi, ground-joint type with inert, non-corrosive thermoplastic sleeve. End connection materials shall be compatible with respective piping materials;manufactured by EPCO Sales,Inc.Provide models to suit applicable transitions. K. Pipe joint compound shall be lead-free, non-toxic, non-hardening and compliant with ANSI/NSF 61 and Federal Specification 7-S-1732.Temperature service range of-154F to+4002F, manufactured by Hercules"Megaloc"or approved equal by Rectorseal,La-Co or Oatey. L. Isolation valves:3"(76mm)and smaller: Apollo brand bronze or steel ball valves with appropriate trim.Provide full port ball valve with two position lever handle with positive shutoff. End connections: Up to 3" (76mm) shall be threaded;greater than 3"(76mm)shall be flanged.Require adequate unions and flanges at the valve for removal and repair,or provide a design which permits inspection and repair of seats and seals without removing valve body from line.Provide label on all valves pertaining to area serviced along with label schedule in mechanical room. M. All materials within domestic water distribution systems that may come in contact with the potable water delivered shall comply with ANSI/NSF Standard 61. N. All brass and bronze valve materials within domestic water distribution systems that may come in contact with the err potable water delivered shall have no more than 15%zinc content. 0. Line Shut-Off Valves up to and including 2"shall be two-piece bronze body of ASTM B584 Alloy 844,ASTM B61,or ASTM B62, full port ball type rated at 600 WOG with threaded connections, blow-out proof stem, plastic coated +� handle, Teflon packing, 316 stainless steel ball and stem. Acceptable valves are NIBCO Model T-585-70-66, or approved equivalent model by Crane,Milwaukee or Apollo. P. Line Shut-Off Valves sizes 2-1/2"and 3"shall be full port ball type rated at 400 WOG with threaded connections,two- piece bronze body ASTM B584 with 316 stainless steel ball and stem,plastic coated handle,blow out proof stem and reinforced Teflon seats.Acceptable valves are Kitz Model 68PM,or approved equivalent model by Crane, NIBCO, Milwaukee or Apollo. +rr Q. Provide line shut-off valves that have the same inside diameter of the upstream pipe in which they are installed. 1110 12/14/2008 4:02 PM rw emo ism SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING 410 SECTION 15140 PAGE 6 OF 10 R. Domestic Hot Water Return Circuit Balancing Valves 1/2"through 2"shall be'Y or T'pattern with threaded inlet and outlet connections,equal percentage globe-style and provide precise flow measurement,precision flow balancing and positive drip-tight shut-off.Valves shall provide mufti-turn,360°adjustment with micrometer type indicators located on the valve handwheel. S. Valves shall have a minimum of five full 360°handwheel turns.90° 'circuit-setter style ball valves are not acceptable. Valve handle shall have hidden memory feature to provide a means for locking the valve position after the system is balanced. PART 3-EXECUTION am 3.01 EXAMINATION rrr A. Before commencing work,check final grade and pipe invert elevations required for drain terminations and connections to ensure proper slope. 3.02 PREPARATION A. Ream pipes and tubes. Remove burrs,scale and dirt,inside and outside,before assembly. Remove foreign material from piping. B. Prepare piping connections to equipment with flanges or unions. 3.03 INSTALLATION A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. rr B. All installation shall be in accordance with manufacturer's published recommendations. C. General Piping rr. 1. Care shall be exercised to avoid all cross connections and to construct the plumbing systems in a manner which eliminates the possibility of water contamination. 2. Install all materials and products in accordance with manufacturer's published recommendations. Use tools manufactured for the installation of the specific material or product. 3. Heat generated by soldering procedures shall not be transmitted to valves,copper alloy roll groove fittings, copper press fittings,no-hub clamps,or any other components installed within the piping system that may be damaged due to high temperatures. Contractor shall take all precautions necessary, including utilizing wet wrapping or allowing heated piping to cool to ambient temperature before attachment. 4. Pipe joints, no-hub clamps,flanges, unions,etc.,shall not directly contact or be encased in concrete,or be located within wall,floor or roof penetrations. 5. Route piping in direct orderly manner and maintain proper grades. Installation shall conserve headroom and rrr interfere as little as possible with use of spaces. Route exposed piping parallel to walls. Group piping whenever practical at common elevations. 12/14/2008 4:02 PM rr SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING 410SECTION 15140 PAGE 7 OF 10 NNW 6. Install piping to allow for expansion and Contraction without stressing pipe,joints or connected equipment. 7. Furnish all supports required by the piping included in this specification section. NNW 8. Penetrations through fire rated walls,floors and partitions shall be sealed to provide a U.L.rating equal to or greater than the wall,floor or partition. >.. 9. Seal all penetrations through floors,exterior building walls and grade beams air and water tight. 10. Each plumbing pipe projecting through roof shall be installed in accordance with Contract Specifications and Drawings. Penetrations shall be sealed air and water tight. Refer to details on Contract Drawings and coordinate with General Contractor for flashing requirements. 11. Furnish and install all necessary valves, traps, gauges, strainers, unions, etc. for each piece of equipment (including Owner furnished equipment) having plumbing connections, to facilitate proper functioning, "' servicing and compliance with code. 12. Provide code-approved transition adapters when joining dissimilar piping materials. Adaptors installed shall be manufactured specifically for the particular transition. ami 13. All piping shall have reducing fittings used for reducing or increasing where any change in the pipe sizes occurs.No bushing of any nature shall be allowed in piping. rrr 14. Provide clearance for installation of insulation and for access to valves,air vents,drains,unions,etc. 15. Provide dielectric isolation device where non-ferrous components connect to ferrous components. Devices shall be dielectric union,coupling or dielectric flange fitting. D. Drainage and vent systems 1. Slope drainage lines uniformly at 1/4"per foot,for lines 3"and less,and 1/8"per foot for larger lines,unless noted otherwise on Contract Drawings.Maintain gradients through each joint of pipe and throughout system. 2. The size of drainage piping shall not be reduced in size in the direction of flow. Drainage and vent piping •�• shall conform to the sizes indicated on the Contract Drawings.Waste lines from water closets shall not be smaller than four inches.Under no circumstances shall any drain or vent line below slab be smaller than two inches. INN 3. Install couplings for hubless pipe and fittings in accordance with manufacturer's published recommendations. Use pre-set torque wrench and tighten band screws to 80 inch pounds minimum or as required by manufacturer's published instructions. 4. Provide cleanouts within sanitary waste systems at locations and with clearances as required by the code,at the base of each waste stack and at intervals not exceeding 90 feet in horizontal runs. 5. Lubricate cleanout plugs with anti-seize lubricant before installation. Prior to final completion, remove cleanout plugs,re-lubricate and reinstall using only enough force to provide a water and gas tight seal. E. Domestic water system r�r 12/14/2008 4:02 PM A MI SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING SECTION 15140 411 PAGE 8 OF 10 iiii 1. On each water supply line serving a plumbing fixture,item of equipment,or other device which has a water supply discharge outlet below the overflow rim,or where cross contamination may occur,provide and install an approved vacuum breaker or backflow preventer. Installation of vacuum breakers shall prevent any +m possible backflow through them. 2. Copper piping shall be supported at no greater than six foot intervals for piping 1-1/2"and smaller and ten foot intervals for piping 2"and larger in diameter. so 3. Install all water piping to allow all piping within the system to be drained at low points. 4. Air chambers, dead-legs, or any other piping arrangement that may allow water to stagnate shall not be No installed within domestic water systems. Valves installed for future connections shall not extend more than 24"from an active main. +. 5. Provide manufactured water hammer arrestors in water supply lines as indicated on Contract Drawings and in accordance with Standard PDI-WH2O1. 6. Install union type fitting downstream of isolation valves at equipment connections. Oa 7. Solder joint fittings shall not be installed within 24"of a copper press fitting. 8. Threaded adaptors shall be of the same manufacture and type as the system's copper fittings. mi 9. Threaded adaptors on supply stub-outs shall be installed prior to construction of wall and shall not extend 111 more than 1"beyond wall face. 3.04 TESTING A. General ,.. 1. Equipment, material, power, and labor necessary for the cleaning, flushing, sterilization, inspection and testing of systems covered within this Specification Section shall be fumished by the Plumbing Contractor.All testing and inspection procedures shall be in accordance with Division 1 and Special Condition requirements of this Contract. Itis 2. All new and parts of existing altered, extended, or repaired plumbing system piping shall be tested and inspected for leaks and defects. Piping being tested shall not leak nor show any loss in test pressure for duration specified. ail 3. The water utilized for tests shall be obtained from a potable source of supply. 4. Prepare testing reports. If testing is performed in segments, submit separate report for each segment, no complete with diagram or clear description of applicable portion of piping.After inspection has been approved or portions thereof,certify in writing the time,date,name and title of the persons reviewing the test.This shall also include the description of what portion of the system has been approved.Obtain approval signature by NO Owner's Representative. A complete record shall be maintained of all testing that has been approved,and shall be made available at the job Site. Upon completion of the work,all records and certifications approving testing requirements shall be submitted to the Owner's Representative before final payment is made. we ID12/14/2008 4:02 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING SECTION 15140 PAGE 9 OF 10 sim 5. Verify systems are complete,flushed and clean prior to testing.Isolate all equipment subject to damage from test pressure. Test for leaks and defects in new piping and parts of existing piping that have been altered, extended, or repaired. Leave piping uninsulated, uncovered and unconcealed until it has been tested and �+ approved. Where any portion of piping system must be concealed before completion of entire system, the portion shall be tested separately as specified for the entire system prior to concealment. Contractor shall expose all untested covered or concealed piping. "' 6. Separately test above and below ground piping. 7. Do not introduce test water into piping systems when exposure to freezing temperatures is possible. MI" 8. Do not introduce test water into sections of piping located above existing sensitive areas and/or equipment that may be damaged or contaminated by water leakage. Coordinate with Owner's Representative to determine areas and/or equipment considered as being sensitive. w. 9. Defective work or material shall be reworked and replaced, and inspection and test repeated. Repairs shall be made with new materials.Pipe dope,caulking,tape,dresser couplings,etc.,shall not be used to correct deficiencies. .rr 10. The Contractor shall be responsible for cleaning up any leakage during flushing, testing, repairing and disinfecting to the original condition any building parts subjected to spills or leakage. i.r B. Drainage and Vent system 1. Subject gravity drainage and vent piping and joints to a vertical water column pressure of at least ten feet. If after 12 hours the level of the water has been lowered by leakage,the leaks must be found and stopped and the water level shall again be raised to the level described and the test repeated until, after a 12 hour retention period,there shall be no perceptible lowering of the water level in the system being tested. 2. Test forced(pumped)drainage piping by plugging the end of the piping at the point of connection with the gravity drainage system and applying a pressure of 5psi (34.5 kPa) greater than the pump rating, and maintaining such pressure for 15 minutes. r. 3. After plumbing fixtures have been set and traps filled with water,test connections and prove they are gastight and watertight.Plug vent and drain piping as required to isolate system being tested.Introduce air into piping system equal to pressure of 1-inch wg(250 Pa).Use U-tube or manometer inserted in fixture trap to measure this pressure. Air pressure must remain constant without introducing additional air throughout period of .. inspection.Inspect plumbing fixture connections for gas and water leaks. 4. Should the completion of these tests leave any reasonable question of a doubt relative to the integrity of the installation,additional tests or measures shall be performed to demonstrate the reliability of these systems to NMI the complete satisfaction of the Owner's Representative. 5. Test plugs must extend outside the end of pipe to provide a visible indication for removal after the test has ww been completed. C. Domestic Water System 12/14/2008 4:02 PM mis rir JIM SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING PIPING 411 SECTION 15140 PAGE 10 OF 10 1. Subject piping system to a hydrostatic pressure of at least 125 pounds per square inch gauge,but not less than the operating pressure under which it is to be used,for a period of no less than 12 hours. During test period,all pipe,fittings and accessories in the particular piping system that is being tested shall be carefully r.r inspected. If leaks are detected,such leaks shall be stopped and the hydrostatic test shall again be applied. This procedure shall be repeated until,for an entire 12 hour period. 2. After completion of the testing,all new and/or altered water piping systems shall be thoroughly sterilized with a solution containing not less than 50 parts per million of available chlorine. Do not exceed 150 parts per million at any time. Introduce chlorine into the supply stream at a rate sufficient to provide a uniform concentration throughout the system. All outlets shall be opened and closed several times. When the specified level of chlorine is detected at every outlet in the system, close all valves to prevent release of .. water from the system for 24 hours.At the completion of the 24 hour disinfection period,test every outlet for a minimum chlorine residual of fifty parts per million. This minimum residual must be present to proceed with flushing.Flush the system with clean water at a sufficient velocity until the residual chlorine detected at every outlet is within 0.2 parts per million of the normal water supply's level. 3. Isolate or bypass equipment that would be detrimentally affected by disinfecting solution. Isolate all other sections of the domestic water system not being disinfected to prevent migration of chlorine. 4. Prior to injection of chlorine into the piping system, strategically place signs stating "Heavily Chlorinated Water-Do Not Drink",and protect all outlets to prevent use during disinfection and flushing procedures. COEND OF SECTION 15140 .r rr nr INN r +�r 010 12/14/2008 4:02 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 NATURAL GAS PIPING SECTION 15185 PAGE 1 OF 7 PART 1 -GENERAL 0" 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. mom B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section, and this Section is directly applicable to them. rr 1.02 SUMMARY A. This section covers the complete first class natural gas system installation,within and to five feet beyond building perimeter unless noted otherwise on Contract Drawings, including but not limited to piping, regulators, unions, valves,installation,testing and other normal parts that make the systems complete,operable,code compliant and acceptable to the authorities having jurisdiction. 1.03 REFERENCE STANDARDS A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. a` C. All materials, installation and workmanship shall comply with the applicable requirements and standards (3, addressed within the following references: 1. 2006 Edition of the International Fuel Gas Code. 2. Latest Edition of NFPA 54,National Fuel Gas Code. 3. 2006 Edition of Uniform Plumbing Code 1.04 QUALITY ASSURANCE A. All materials, equipment and work shall meet or exceed all applicable federal, state and local requirements and conform to codes and ordinances of authorities having jurisdiction. - B. Valves:Manufacturer's name, size,standards compliance and pressure rating clearly marked on outside of valve body. C. Welding Materials and Procedures:Conform to ASME Code and applicable state labor regulations. mem D. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. 'ss E. Installer Qualifications: Company specializing in performing the work of this section with minimum three years documented experience. Installation of natural gas systems shall be performed by individuals licensed in Washington State. All testing shall be performed by a licensed Journeyman or Master Plumber.Welders shall be certified in accordance with ASME Section 9. 1.05 SUBMITTALS 11111 A. Product Data: 12/14/2008 4:21 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 ,.. NATURAL GAS PIPING SECTION 15185 PAGE 2 OF 7 411 1. Provide code and standards compliance verification, manufacturer's product data and ratings on pipe materials,pipe fittings,regulators,valves and accessories. ,r„ B. Record Documents: 1. Submit test reports and inspection certification for all natural gas systems installed under this Contract. rr 1.06 DELIVERY,STORAGE AND HANDLING A. Accept valves on Site in shipping containers with labeling in place, inspect for damage and store with a minimum of handling.Store plastic piping under cover out of direct sunlight.Do not store materials directly on the ground. ON B. Provide temporary protective coating on cast iron and steel valves. C. Provide temporary end caps and closures on piping and fittings.Maintain in place until installation. D. Protect piping systems from entry of foreign materials by temporary covers,completing sections of the work and isolating parts of completed system. 1.07 EXTRA MATERIALS A. Provide one plug valve wrench for every ten plug valves sized 2 inches and smaller, minimum of one. Provide each plug valve sized 2-1/2 inches and larger with a wrench incorporating a setscrew. PART 2-PRODUCTS 2.01 GENERAL A. All materials shall meet or exceed all applicable referenced standards,federal,state and local requirements,and conform to codes and ordinances of authorities having jurisdiction. B. Natural gas pressures shall not exceed five pounds per square inch gauge on customer side of the meter. rr C. Pipe joint compound shall be lead-free,non-toxic, non-hardening, insoluble in the presence of natural gas and compliant with ANSI/NSF 61 and Federal Specification 7-S-1732.Temperature service range of-152F to+400°F, manufactured by Hercules"MegaLoc"or approved equal by Rectorseal,La-Co or Oatey. 2.02 PIPING - A. Above Ground Piping Outside of Building: 1. Schedule 40 black steel,ASTM A53,Grade A or B,seamless or electric resistance welded,with Schedule 40 carbon steel fittings and butt weld joints for piping 2-1/2"and larger and Class 150 black malleable iron fittings Will conforming to ASME 816.3.1 with threaded joints for piping 2"and smaller. 2. Provide factory applied plastic coating or field applied primer and epoxy paint coating on all pipe and fittings. �• Field applied coating is restricted to fittings and short sections of pipe necessarily stripped for threading or welding. Field coating shall be manufactured by Amercoat Type 240 or approved equal and applied in accordance with manufacturer's recommendations.Galvanizing shall not be considered adequate protection. M" B. Above Ground Piping Exposed Inside of Building: 1. Schedule 40 black steel,ASTM A53,Grade A or B,seamless or electric resistance welded,with Schedule 40 carbon steel fittings and butt weld joints for piping 2-1/2"and larger and Class 150 black malleable iron fittings conforming to ASME B16.3.1 with threaded joints for piping 2"and smaller. me 12/14/2008 4:21 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 smi NATURAL GAS PIPING SECTION 15185 PAGE 3 OF 7 2. EXCEPTIONS: a. All exposed piping located within areas utilized as return air plenums shall have welded joints. b. All exposed piping serving laboratories from main natural gas riser to each emergency shut-off valve shall have welded joints. our C. Above Ground Piping Concealed Inside of Building (Includes above all ceilings, within partitions, within chases, and all non-accessible locations): 1. Schedule 40 black steel,ASTM A53,Grade A or B,seamless or electric resistance welded,with Schedule 40 carbon steel fittings and butt weld joints for piping 2-1/2"and larger and Schedule 40 socket welded forged steel fittings conforming to ASME B16.11 for piping 2"and smaller. 2. Encase all piping within steel sleeve vented to the exterior of the building.Sleeve piping shall be Schedule 10 black steel pipe conforming to ASTM A53, Grade A or B, electric resistance welded or seamless, with roll- grooved ends. Sleeve pipe couplings shall be Victaulic Style 75 with Grade T nitrile gasket. Sleeve fittings ,rwr shall be Victaulic grooved malleable or steel. Sleeve piping and fittings must be two pipe sizes, but not less than 1 inch larger than encased gas piping. 2.03 VALVES IMO A. All valves shall be designed,manufactured and approved for natural gas service. B. Line Shut-off Valves sizes 2"and smaller shall be iron body lubricated plug valve conforming to ASTM-A-126,U.L. Listed and A.G.A. Approved for natural gas service with threaded ends, wrench operation, rated for 200 WOG service pressure and—20 to 200 degrees F.,manufactured by Resun Model R-1430 or Nordstrom Model 142. C. Line Shut-off Valves sizes 2 Y "and larger shall be iron body lubricated plug valve conforming to ASTM-A-126, U.L. Listed and A.G.A.Approved for natural gas service with flanged ends,wrench operation, rated for 200 WOG service pressure and—20 to 200 degrees F.,manufactured by Resun Model R-1431 or Nordstrom Model 143. D. Appliance/Equipment Shut-off Valves at local connections sizes 2"and smaller shall be bronze body,full port ball or butterfly type, U.L. Listed and A.G.A. Approved for natural gas service with threaded ends, quarter turn lever handle operation,rated for 175 W.O.G.service pressure and 30 to 275 degrees F., manufactured by Nibco Model ,�. T585-70-UL,Model T580-70-UL or Milwaukee Model BB2-100. E. Manual Emergency Shut-off Valves sizes 2"and smaller shall be bronze body,full port ball or butterfly type, U.L. Listed and A.G.A.Approved for natural gas service with threaded ends,quarter turn lever handle operation, rated for 175 W.O.G. service pressure and 30 to 275 degrees F., manufactured by Nibco Model T585-70-UL, Model T580-70-UL or Milwaukee Model BB2-100. F. Automatic Emergency Shut-off Valves shall be U.L. Listed F.M. Approved for natural gas service, 2-way electrically tripped solenoid type;fail safe closed; manual reset;Type 1 solenoid enclosure;NBR seals and disc; stainless steel core tube and springs; copper coil; manufactured by ASCO Red Hat Series 8044 or approved equal. • 2.04 PRESSURE REGULATORS A. All pressure regulators shall be designed,manufactured and approved for natural gas service. 12/14/2008 4:21 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 NATURAL GAS PIPING SECTION 15185 PAGE 4 OF 7 B. Pressure regulators for individual service lines shall be capable of reducing distribution line pressure to pressures required for users. Pressure relief shall be set at a lower pressure than would cause unsafe operation of any connected user. Regulator shall have a single port with orifice diameter no greater than that recommended by manufacturer for the maximum gas pressure at the regulator inlet. Regulator vent valve shall be of resilient materials designed to withstand flow conditions when pressed against valve port. Regulator shall be capable of limiting build-up of pressure under no-flow conditions to 50 percent or less of the discharge pressure maintained ,, under flow conditions. Commercial grade diaphragm type with internal relief valve, vent valve, cast iron body, Buna-N diaphragm. Manufactured by Rockwell or Fisher. C. Install pressure gauge adjacent to and downstream of each line pressure regulator. a. 2.05 UNIONS A. Unions in 2"and smaller in ferrous lines shall be Class 300 AAR malleable iron unions with iron to brass seats,2- 1/2" and larger shall be ground flange unions. Companion flanges on lines at various items of equipment, machines and pieces of apparatus may serve as unions to permit disconnection of piping. err B. Unions connecting ferrous pipe to copper or brass pipe shall be Epco dielectric type. C. Above grade flexible stainless steel appliance/equipment connectors shall conform with AGA under the ANSI 221.69 Standard. Hose shall be braided stainless steel with a polyolefin heat-shrink tubing with high flame- ""'' retardant qualities. Hose shall be equipped with malleable iron unions and spring loaded brass quick-link couplings. An easily accessible manual shut-off valve shall be installed ahead of all hose connections. Specify T&S Brass"Safe-T-Link"or approved equal. ON 2.06 FLANGES (110 A. All 150 lb. and 300 lb. ANSI flanges shall be domestically manufactured, weld neck forged carbon steel, conforming to ANSI B16.5 and ASTM A-181 Grade I or II or A-105-71. Slip on flanges shall not be used. Each fitting shall be stamped as specified by ANSI 816.9 and, in addition, shall have the laboratory control number stenciled on each fitting for ready reference as to physical properties and chemical composition of the material. ,„ Complete test reports may be required for any fitting selected at random. Flanges which have been machined, remarked, painted or otherwise produced domestically from imported forges will not be acceptable. Flanges shall have the manufacturer's trademark permanently identified in accordance with MSS SP-25.Contractor shall submit data for firm certifying compliance with these Specifications. Bolts used shall be carbon steel bolts with "a' semi-finished hexagon nuts of American Standard Heavy dimensions.All thread rods will not be an acceptable for flange bolts. Bolts shall have a tensile strength of 60,000 psi and an elastic limit of 30,000 psi. Flat-faced flanges shall be required to match flanges on pumps,check valves,strainers,etc.Only one manufacturer of weld flanges will be approved for each project. B. All flanges shall be gasketed. Contractor shall place gasket between flanges of flanged joints. Gaskets shall fit within the bolt circle on raised face flanges and shall be full face on flat face flanges.Gaskets shall be cut from "" 1/16" thick, non metallic, non asbestos gasket material suitable for operating temperatures from -150°F to +750°F,Klingersil C-4400,Manville Style 60 service sheet packing,or approved equal. PART 3-EXECUTION 3.01 PREPARATION A. Ream pipe ends and remove cutting burrs.Bevel plain end ferrous pipe. B. Remove cutting oil,scale and dirt,on inside and outside of piping,before assembly. 12/14/2008 4:21 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 NATURAL GAS PIPING SECTION 15185 PAGE 5 OF 7 ill, 3.02 EQUIPMENT CONNECTIONS A. Provide specified connections, shutoff valves, regulators and unions at each and every appliance and piece of tow equipment requiring natural gas, including equipment furnished under other Divisions of these Specifications and/or by the Owner. B. Provide and install union type connections at all equipment to permit removal of service piping. woo C. Gas service connections shall have a diameter at least one pipe size larger than that of the inlet connection to the equipment as provided by the manufacturer and be of adequate size to provide the total input demand of the connected equipment. D. Provide listed and labeled appliance connectors complying with ANSI 221.69 and listed for use with food service equipment having casters, or that is otherwise subject to movement for cleaning, and other large movable rr equipment. Connectors shall have listed and labeled quick-disconnect devices and shall have retaining cables attached to structures and equipment.Connectors shall not be concealed within or extended through wall,floor or partition and shall be located entirely in the same room as the connected equipment. Provide an accessible shut- rr off valve not less than the nominal size of the equipment connector,immediately ahead of the connector. E. Rigid metallic pipe and fittings shall be used at service connections to all stationary equipment. 3.03 INSTALLATION A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and ,,,, conform to codes and ordinances of authorities having jurisdiction. B. All installation shall be in accordance with manufacturer's published recommendations. C. Provide support for and connections to natural gas service meter in accordance with requirements of the utility company. ,w. D. All installation shall be in accordance with manufacturer's published recommendations. E. Distribution piping shall be as short and as direct as practicable between the point of delivery and the outlets. F. All excavation required for plumbing work is the responsibility of the Plumbing Contractor and shall be done in 10 accordance with project Specifications. G. Install and support all polyethylene piping in accordance with manufacturer's recommendations. All heat fusion wow welds shall be performed by welders qualified to the manufacturer's procedures. H. All above ground gas piping shall be electrically continuous and bonded to electrical system ground conductor in accordance with NFPA 70. owl I. Provide and install unions at proper points to permit dismantling or removal of pipe. No unions will be required in welded lines except at equipment connections. J. Provide dielectric isolation device where copper lines connect to ferrous lines or equipment, such as dielectric union,coupling or dielectric flange fitting. """ K. Valves, regulators,flanges,unions and similar appurtenances shall be accessible for operation and servicing and shall not be located above ceilings or within partitions. 011 L. Route piping in orderly manner and maintain gradient. Install piping to conserve building space. Group piping whenever practical at common elevations. 12/14/2008 4:21 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 NATURAL GAS PIPING SECTION 15185 PAGE 6 OF 7 M. Install piping to allow for expansion and Contraction without stressing pipe,joints,or connected equipment. N. Make service connections at the top of the main, whenever the depth of the main is sufficient to allow top connections.When service connections cannot be made at the top of the main,they shall be made on the side of the main no lower than the horizontal midpoint of the gas main. 0. Cross type fittings shall not be installed in any gas line. Bushings shall not be used in conjunction with any gas piping. P. Slope piping and arrange to drain at low points. Install drip/sediment traps at points where condensate and debris „ie may collect. Locate drip/sediment traps where readily accessible for cleaning and emptying. Do not install where condensate would be subject to freezing. Construct drip/sediment traps using tee fitting with capped nipple connected to bottom outlet. Use minimum-length nipple of 3 pipe diameters,but not less than 4 inches long,and same size as connected pipe. Cap shall be screwed pattern, black, standard weight, malleable iron. Install with "`11" adequate space for removal of cap. Q. Install line shut-off valve at each branch connection to riser. Branch line shut-off valves shall be automatic type where indicated on Drawings. R. Provide adequate clearance for access to and operation of all valves. S. Install valves with stems upright or horizontal,not inverted unless required otherwise by the valve manufacturer. T. Pipe vents from gas pressure reducing valves and pipe casing sleeves to the exterior of the building and terminated with outlet turned down and capped with corrosion resistant insect screen.Vent terminations shall be at least seven feet above grade or pedestrian traffic and a minimum three feet above or twenty five feet (13 horizontally from all air intakes or building openings. U. Extension bars shall not be used for supporting gas or encasement piping.Gas or encasement piping shall not be used to support any other piping or component. 3.04 TESTING A. All natural gas systems shall be inspected,tested, purged and placed into operation in accordance with NFPA 54 and as required herein. B. All natural gas piping systems shall be verycareful)yins inspected, tested, purged and placed into operation by a Licensed Plumber.All pneumatic tests shall be witnessed and recorded. C. All necessary apparatus for conducting tests shall be furnished by the Contractor and comply with the requirements of NFPA 54. D. All new rough-in distribution piping and affected portions of existing systems connected to,shall be subjected to a pneumatic test pressure utilizing clean,dry air and must be demonstrated to be absolutely tight when subjected to the pressures and time durations listed herein. All equipment and components designed for operating pressures of less than the test pressure shall not be connected to the piping system during test. 1. Systems on which the normal operating pressure is less than 0.5 pounds per square inch gauge (psig),the test pressure shall be 5.0 psig and the time interval shall be 30 minutes. 2. Systems on which the normal operating pressure is less than 0.5 psig to 4.9 psig,the test pressure shall be 1.5 times the normal operating pressure or 5.0 psig, whichever is greater, and the time interval shall be 30 minutes. 01) 3. Systems on which the normal operating pressure is 5.0 psig or greater,the test pressure shall be 1.5 times the normal operating pressure,and the time interval shall be one hour. 12/14/2008 4:21 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 NATURAL GAS PIPING SECTION 15185 PAGE 7 OF 7 1111 E. After testing is complete, the entire gas system shall be purged with dry nitrogen to eliminate all air, debris and moisture from the piping before natural gas is introduced into the system. F. After successful results of pressure test and purging have been completed, a leakage test shall be performed in accordance with NFPA 54 Appendix D. G. Connect, inspect and purge gas utilization equipment, lab hook-ups, outlets, etc., and place into operation only after successful results of pressure test,leakage test and purging have been completed and accepted. H. In all instances in which leaks are then found,they shall be eliminated in the manner designated by the Owner's duly authorized representative.Testing operations shall be repeated until gas-piping systems are absolutely tight at the pneumatic test pressures indicated above. I. The Contractor shall make all arrangements to assure that Architect view the final test and that a certificate is provided from the Inspectors verifying that the installation meets requirements. J. Pressure test gas piping sleeve system with clean, dry compressed air at 15 psig by temporarily sealing all openings between gas carrier pipe and sleeve and vent openings. Sleeve systems must be demonstrated to be absolutely tight when subjected to this pressure for a period of four hours. END OF SECTION 15185 mai WIN IMO OW 12/14/2008 4:21 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 +•. PLUMBING FIXTURES SECTION 15410 PAGE 1 OF 4 PART 1 -GENERAL ••• 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. wry B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section, and this Section is directly applicable to them. 1.02 SUMMARY A. This section includes the furnishing of all labor and materials necessary for a complete installation of all plumbing fixtures indicated on the Drawings and specified herein. 1.03 REFERENCE STANDARDS awr A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. .r C. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: 1. 2006 Edition of the Uniform Plumbing Code 2. Americans with Disabilities Act, 28 CFR Part 35 Nondiscrimination on the Basis of Disability in State and Local Government Services,Final Rule,as published in the Federal Register. 3. ICC/ANSI A117.1, "Accessible and Usable Buildings and Facilities" relative to plumbing fixtures for people with disabilities. ima 1.04 PRODUCTS NOT FURNISHED BUT INSTALLED UNDER THIS SECTION A. Rough-in for and make final connection to fixtures and equipment furnished under other divisions of these "' Contract Specifications requiring plumbing services. 1.05 QUALITY ASSURANCE A. Fixtures,trim,accessories and carriers of any one type shall be by the same manufacturer throughout. B. All fixtures and trim shall be new, institutional/commercial quality and free from mars, chips, blemishes or any defects. 1.06 SUBMITTALS �r A. Product Data: 1. Provide manufacturer's data sheets indicating Code and Standards compliance, illustrations of fixtures, physical sizes,rough-in dimensions,utility sizes,trim and finishes. w B. Record Documents: • 1. Provide full written description of manufacturer's warranty. 2. Manufacturer's installation instructions. ter 12/14/2008 4:29 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 +O PLUMBING FIXTURES SECTION 15410 PAGE 2 OF 4 411 C. Operation and Maintenance Data: 1. Include installation instructions,exploded assembly views.servicing requirements, inspection data, installation .p instructions, spare parts lists, replacement part numbers and availability, location and contact numbers of service depot,for all plumbing specialties installed 1.07 DELIVERY,STORAGE AND HANDLING A. Accept fixtures on Site in factory packaging. Inspect for damage. B. Protect all fixtures and trim before and after installation from exposure to rain, freezing temperatures and direct sunlight.EXCEPTION:Materials manufactured for installation within exterior environments. C. Protect installed fixtures and trim from damage and/or entry of foreign materials by temporary covers during the low construction phase of this project. D. Do not allow use of installed fixtures and trim for any reason, other than testing,during the construction phase of this project. rr 1.08 EXTRA MATERIALS A. Provide two service kits for each type of faucet,flush valve,shower/tub valve and all other trim/accessories having serviceable parts. 1.09 FIELD MEASUREMENTS A. Verify that field measurements are either as indicated on Shop Drawings or as instructed by the manufacturer. Designate within submittals that measurements have been verified, and note which measurements are the basis for construction. PART 2-PRODUCTS 2.01 GENERAL A. All materials shall meet or exceed all applicable referenced standards,federal,state and local requirements,and conform to codes and ordinances of authorities having jurisdiction. B. Provide plumbing fixtures as indicated and scheduled on the Contract Drawings and as specified herein. C. All vitreous china fixtures shall be white in color unless noted otherwise on Drawings. ..r D. All plumbing fixture trim within public toilet rooms shall be furnished with vandal-proof trim. E. Stainless steel sinks shall be 18 gage,type 304 stainless steel with insulation undercoating. ow F. Provide stainless steel covers for all unused sink faucet/accessory holes.Covers shall be secured with stainless steel bolt and wing nut.Snap-in type covers are not acceptable.Covers shall provide a watertight seal by utilizing rubber gasket or plumbers putty. G. Provide faucets with laminar flow outlets. Aerators shall not be acceptable. Faucet flow control devices shall be located at the spout outlet. .w H. Provide vacuum breakers for all faucets having hose connection outlets. 1110 I. Provide integral check stops in all mixing valve type faucets having hose connection outlets. J. Water closet bowl gaskets shall be neoprene,wax rings are not permitted. K. Water closet seats shall have open front and stainless steel self-sustaining check hinges. 12/14/2008 4:29 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 .,. PLUMBING FIXTURES SECTION 15410 PAGE 3 OF 4 411 L. Shower and bathtub mixing valves shall be ASSE 1016 and ADA compliant, having combination thermostatic/pressure balancing replaceable cartridge, integral check valves, integral stops and high temperature limit set at 110° F. wr M. Fixtures shall have flow control devices to limit the flow of water to a maximum rate in accordance with the following table whether specifically scheduled or not: 1. Shower Valve or Head: 2.75 GPM (at 80 psi) 2. Lavatory Faucet: 2.2 GPM (at 60 psi) 3. Sink Faucet: 2.2 GPM (at 80 psi) 4. Water Closet Flush Valve: 2 Gallons Per Flush N. Unless noted otherwise, install each lavatory, sink and drinking fountain with chrome-plated, 17 gauge trap with cleanout plug that is easily removable for servicing and cleaning.Slip joints shall be permitted only on the fixture trap inlet,within the trap seal and at outlet connection to the trap adapter. r 0. Fittings and piping shall be brass and, wherever exposed, shall be polished chrome-plated. Provide tight fitting wall or floor escutcheons of chrome-plated brass or stainless steel wherever pipes pass through floors,walls or ceilings. P. Fixture supplies shall be loose key angle stops with 1/2" I.P.S. female inlets and shall include wall flanges and brass risers. All components shall be chrome plated. In all cases, all piping, tubing, fittings and faucets shall be installed using mechanical non-slip connections, such as bull-nose, flanged, ferrule or threaded fittings. Fittings requiring a friction fit using slip-on or gasket connections are not acceptable. Risers for lavatories shall be minimum 3/8"O.D. Risers for sinks and tank type water closets shall be 1/2"O.D. [EXCEPTION:Hose type riser supplies are acceptable when supplied and required by the fixture manufacturer I. Q. Provide A.D.A. compliant molded insulation on exposed water and drain piping beneath handicap accessible lavatories and sinks.Insulation shall be designed to all removal and reinstallation for trap servicing. ow R. Wall mounted lavatories, urinals and water closets shall be supported with commercial carriers bolted to floor, model to suit installation. Provide concealed arm type carriers for lavatories. win 2.02 ACCEPTABLE MANUFACTURERS A. Stainless Steel Sinks: Just,Elkay B. Manual Lavatory/Sink Faucets: Chicago C. Fixture Stops&Supplies: Chicago — D. Fixture Traps: Chicago,McGuire E. Fixture Carriers: Wade,Mifab,Josam,Zurn,Smith tow F. A.D.A. Insulation Kits: Mcguire,Truebro PART 3-EXECUTION 3.01 EXAMINATION A. Verify that walls and floor finishes are prepared and ready for installation of fixtures. 11110 B. Confirm that millwork is constructed with adequate provision for the installation of countertop lavatories, sinks, faucets and related trim and accessories. MN 12/14/2008 4:29 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 PLUMBING FIXTURES SECTION 15410 PAGE 4 OF 4 3.02 INSTALLATION A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and ,,, conform to codes and ordinances of authorities having jurisdiction. MP B. All installation shall be in accordance with manufacturer's published recommendations. C. Provide accessible check valves in the individual cold and hot water fixture supply lines serving mixing valve type faucets or assemblies having hose connection outlets that are not equipped with integral check stops. D. Coordinate mounting heights of plumbing fixtures with architectural details/elevations. E. Install A.D.A.compliant water closet flush valve handles on wide side of toilet stalls. F. Install fixtures and trim in accordance with manufacturer's instructions. G. All exposed chrome plated,polished or enameled fixtures and trim shall be installed with special care, leaving no tool marks on finishes. Install flexible brass fixture supply risers using manufactured tube bending tools. Bending .r, tubes only with the use of hands shall not be permitted. H. Install each fixture trap,easily removable for servicing and cleaning. �+. I. Provide chrome-plated deep escutcheons where required to cover non-chrome-plated piping projecting through walls. J. Thoroughly fill spaces between fixtures and walls,countertops and/or floors with waterproof, mold resistant, non- toxic,non-shrinkable white tile caulking. K. Install and secure all wall mounted fixtures in place with commercial carriers and bolts in accordance with manufacturer's instructions.Fixture weight shall not be transmitted to walls,partitions or service piping. Installation shall prevent any movement of fixture during use. 3.03 TESTING MIN A. Adjust stops or valves for intended water flow rate to fixtures without splashing,noise or overflow. B. Insure that all traps are filled with water and maintain trap seal. C. After fixtures have been installed and water systems are pressurized, test each fixture and associated trim for proper operation and inspect for leaks. Replace malfunctioning fixtures and components, then retest. Repeat procedure until all components operate properly. 3.04 CLEANING A. Thoroughly clean all plumbing fixtures and equipment furnished under this Contract prior to final acceptance. B. Thoroughly flush and clean all faucet spout outlet screens and flow control devices. ... 3.05 PROTECTION OF FINISHED WORK A. Do not permit use of fixtures until after Substantial Completion has been announced by Owner. +ww END OF SECTION 15140 411111 12/14/2008 4:29 PM — SEISMIC RETROFIT OF RENTON FIRE STATION 11 DUCTWORK SECTION 15810 PAGE 1 OF 5 PART 1-GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. MO B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section, and this Section is directly applicable to them. ""' 1.02 SUMMARY A. Perform Work required to provide and install ductwork, flexible duct, hangers, supports, sleeves,flashings, vent 00 flues, and all necessary accessories as indicated in the Contract Documents. Provide any supplementary items necessary for proper installation. 1.03 REFERENCE STANDARDS A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. C. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: 1. ASHRAE-Handbook of Fundamentals;Duct Design. 00 2. ASHRAE-Handbook of HVAC Systems and Equipment;Duct Construction. 1.04 WARRANTY A. All ductwork shown on the Drawings,specified or required for the air conditioning and ventilating systems shall be constructed and erected in a first class workmanlike manner. B. The Work shall be guaranteed for a period of one (1)year from the Project Substantial Completion date against noise,chatter,whistling,vibration,and free from pulsation under all conditions of operation. After the system is in operation,should these defects occur,they shall be corrected as directed by the Owner at Contractor's expense. PART 2-PRODUCTS 2.01 GENERAL A. All materials shall meet or exceed all applicable referenced standards,federal, state and local requirements,and conform to codes and ordinances of authorities having jurisdiction. ass 2.02 APPLICATION 1111 A. Ductwork systems shall be constructed in accordance with the following Materials as a minimum standard. Refer to Drawings for any deviation from this Table. rr 12/14/2008 4:45 PM se SEISMIC RETROFIT OF RENTON FIRE STATION 11 DUCTWORK SECTION 15810 PAGE 2 OF 5 AIR SYSTEM MATERIAL MINIMUM PRESSURE CLASSIFICATION(1) Supply and Return Systems: *'+' Mixed Air(AHU Plenum) Galvanized Steel Medium Pressure AHU DischargeNertical Supply Riser Galvanized Steel Medium Pressure Terminal Unit Connection Metal Flexible Duct As Specified """ Terminal Units to Supply Air Device Galvanized Steel(2) Low Pressure Return Air Device to Return Distribution Galvanized Steel(2) Low Pressure Return Air Distribution Galvanized Steel Low Pressure Exhaust Systems: Exhaust Air Device to Exhaust Distribution Galvanized Steel(2) Low Pressure Exhaust Air Distribution Galvanized Steel Medium Pressure General Exhaust Vertical Riser to Fan Galvanized Steel Medium Pressure Residential Kitchen Hood Exhaust Galvanized Steel Low Pressure r B. Notes to Table: 1. Positive pressure unless noted otherwise in Table. .wr 2. Air device connections may be made with insulated flexible duct as specified herein. 2.03 DUCTWORK MATERIAL AND CONSTRUCTION A. All ductwork indicated on the Drawings,specified or required for the air conditioning and ventilating systems shall be of materials as hereinafter specified unless indicated otherwise on Drawings. All air distribution ductwork shall be fabricated, erected, supported, etc., in accordance with all applicable standards of SMACNA where such standards do not conflict with NFPA 90A and where class of construction equals or exceeds that noted herein. B. Ductwork shall be constructed of G-90 coated galvanized steel of ASTM A653 and A924 Standards. rr C. Minimum gage of round,oval or rectangular ductwork shall be 26 gage per SMACNA Standards. D. All duct sizes shown on the Drawings are clear inside dimensions. Allowance shall be made for internal lining, where specified,to provide the required free area. E. All holes in ducts for damper rods and other necessary devices shall be either drilled or machine punched(not pin NIPpunched),and shall not be any larger than necessary. All duct openings shall be provided with sheet metal caps if the openings are to be left unconnected for any length of time. F. Except for specific duct applications specified herein, all sheet metal shall be constructed from prime galvanized steel sheets and/or coils up to 60 inches in width. Each sheet shall be stenciled with manufacturer's name and gage. AIMG. Sheet metal must conform to SMACNA sheet metal tolerances as outlined in SMACNA's "HVAC Duct Construction Standards." 410 H. Spin-in fittings shall be as specified under Section 23 33 00—Ductwork Accessories. 12/14/2008 4:45 PM +•• SEISMIC RETROFIT OF RENTON FIRE STATION 11 DUCTWORK SECTION 15810 PAGE 3 OF 5 I. Duct Sealing: All ductwork, regardless of system pressure classification,shall be sealed in accordance with Seal Class A, as referenced in SMACNA Standards. All transverse joints, longitudinal seams, and duct wall penetrations shall be sealed. 1. All seams and joints in shop and field fabricated ductwork shall be sealed by applying one layer of sealant, then immediately spanning the joint with a single layer of 3 inches wide open weave fiberglass scrim tape. Sufficient additional sealant shall then be applied to completely embed the cloth. rr 2. Sealant shall be water based, latex UL 181 B-M sealant with flame spread of 0 and smoke developed of 0. Sealants shall be similar to Hard Cast Iron Grip 601,Ductmate Pro Seal or Design Polymerics DP 1010. 3. Scrim tape shall be fiberglass open weave tape,3 inches wide,with maximum 20/10 thread count,similar to Hardcast FS-150. ++ 4. Sealer shall be rated by the manufacturer and shall be suitable for use at the system pressure classification of applicable ductwork. 5. Except as noted,oil or solvent-based sealants are specifically prohibited. 2.04 RECTANGULAR AND ROUND DUCTWORK A. Metal gages listed in SMACNA HVAC Duct Construction Standards, Metal and Flexible Duct, are the minimum gages which shall be used. Select metal gage heavy enough to withstand the physical abuse of the installation. In no case shall ductwork be less than 26 gage per SMACNA Standards. B. All longitudinal seams for rectangular duct shall be selected for the specified material and pressure classification. Seams shall be as referenced in SMACNA Standards. r1 C. Longitudinal seams in laboratory hood exhaust ducts shall be welded. D. All transverse joints and intermediate reinforcement on rectangular duct shall be as shown in SMACNA Standards. Transverse joints shall be selected consistent with the specified pressure classification,material,and other provisions for proper assembly of ductwork. E. Spiral round duct and fittings shall be factory fabricated,machine formed and welded from galvanized sheet metal. "� F. Joints in spiral duct and fittings shall be assembled, suspended,sealed,and taped per manufacturer's published assembly and installation instructions. G. Contractor may use DUCTMATE or Ward Industries coupling system,as an option,on rectangular ductwork. The DUCTMATE or Ward Industries system shall be installed in strict accordance with manufacturer's recommendations. + 2.05 ELBOWS RECTANGULAR DUCTS A. Construct elbows as follows in order of preference: 41101 1. Long radius,unvaned elbows. 2. Short radius,single thickness vaned elbows. 110 3. Rectangular,double thickness vaned elbows. 12/14/2008 4:45 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 DUCTWORK SECTION 15810 PAGE 4 OF 5 B. Long radius elbows shall have a centerline radius of not less than one and one-half(1-1/2)times the duct width. C. Contractor shall have the option to substitute short radius vaned elbows, but shall request the substitution at the time of submittal of Product Data. D. Provide turning vanes in all rectangular elbows and offsets. E. Job fabricated turning vanes, if used, shall be fabricated of the same gage and type of material as the duct in which they are installed. Vanes must be fabricated for same angle as duct offset. Submit Shop Drawings on factory fabricated and job fabricated turning vanes. F. All turning vanes shall be anchored to the cheeks of the elbow in such a way that the cheeks will not breathe at the surfaces where the vanes touch the cheeks. In most cases, this will necessitate the installation of an angle iron support on the outside of the cheek parallel to the line of the tuming vanes. wr G. In 90-degree turns that are over 12 inches wide in the plane of the turn,provide and install double thickness vanes on integral side rails. For ducts under 12 inches in width, use single thickness vanes. The installation of the turning vanes shall be as described for single thickness vanes. On other types of turns or elbows, single "'r thickness trailing edge vanes shall be used. PART 3-EXECUTION 3.01 INSTALLATION A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. B. All installation shall be in accordance with manufacturer's published recommendations. C. Cleanliness: 1. Before installing ductwork,wipe ductwork to a visibly clean condition. 2. During construction, provide temporary closures of metal or taped polyethylene on open ductwork and duct taps to prevent construction dust or contaminants from entering ductwork system. Seal ends of ductwork +r. prior to installation to keep ductwork interior clean. Remove closures only for installation of the next duct section. r.. 3. During duration of construction,maintain the integrity of all temporary closures until air systems are activated. D. Provide openings in ductwork where required to accommodate thermometers, controllers and other devices. Provide pitot tube openings where required for testing of systems,complete with metal can with spring device or ,.. screw to ensure against air leakage. Where openings are provided in insulated ductwork, install insulation material inside a metal ring. Sleeve of pitot tube opening shall be no more than one inch long. Opening shall be one inch wide to accept pitot tube. E. Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. 11111 12/14/2008 4:45 PM .. SEISMIC RETROFIT OF RENTON FIRE STATION 11 DUCTWORK SECTION 15810 PAGE 5 OF 5 3.02 DUCTWORK SYSTEM CLEANING A. Before turning the installation over to the Owner, Contractor shall certify that the air handling systems have only been operated with scheduled filters in place. Otherwise,Contractor shall present evidence that the ductwork was cleaned as required above. 3.03 TESTING A. Ductwork systems 2 inch w.g.pressure classification and below(positive or negative)shall be inspected for visible and audible signs of leakage. 1. Leaks identified by inspection shall be repaired by: a. Complete removal of the sealing materials. .r b. Thorough cleaning of the joint surfaces. c. Installation of multiple layers of sealing materials. 410 2. Discrepancies found during testing and balancing between duct traverses and diffuser/grille readings shall result in re-inspection,repair and retest until discrepancies are eliminated. B. Ductwork leakage testing and/or inspection shall be performed prior to installation of external ductwork insulation. 131 END OF SECTION 15810 MINI 12/14/2008 4:45 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 ..■ POWER VENTILATORS SECTION 15830 PAGE 1 OF 4 PART 1 -GENERAL is 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section, and this Section is directly applicable to them. 1.02 SCOPE .�. A. Provide new fans as shown on drawings. B. Replace existing roof top fans with same type, model and capacity fans as shown on M2.1. Existing fans shall be removed and fan information shall be compared with existing fan schedule on sheet M2.1. Any differences shall be brought to architects attention. 1.03 SUMMARY A. Perform all Work required to provide and install the following fans indicated by the Contract Documents with supplementary items necessary for proper installation. 1. Centrifugal roof,up-blast,and sidewall exhauster. 2. Centrifugal up-blast grease hood exhaust fan. 1.04 REFERENCE STANDARDS A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition 1111date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. C. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: 1. AMCA 99-Standards Handbook. 2. ACMA 203-Fan Application Manual-Field Performance Measurements. 3. AMCA 204-Balance Quality and Vibration Levels For Fans 4. AMCA 210-Laboratory Methods of Testing Fans for Aerodynamic Performance Rating. 5. AMCA 300-Reverberant Room Method for Sound Testing of Fans. 6. AMCA 301 -Methods for Calculating Fan Sound Ratings from Laboratory Test Data. 'w' 7. NEMA MG1 -Motors and Generators. 8. UL 705—Power Ventilators. 12/14/2008 4:52 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 r.. POWER VENTILATORS SECTION 15830 PAGE 2 OF 4 1.05 QUALITY ASSURANCE .. A. Performance Ratings:Conform to AMCA 210 and bear the AMCA Certified Rating Seal. B. Sound Ratings:AMCA 301,tested to AMCA 300,and bear AMCA Certified Sound Rating Seal.The sound power levels must not exceed those indicated on Drawings. C. Fabrication:Conform to AMCA 99. D. Performance Base: 50 feet above sea level. E. Fans shall be capable of operating stably at reduced loads imposed by means of variable speed drives,inlet guide vanes or controlling pitch of fan blades. 1.06 SUBMITTALS A. Product Data: 1. Submittal data for approval for all fans of every description furnished under this section of these Specifications. 2. Provide literature that indicates dimensions,weights,capacities,ratings,fan performance,gages and finishes of materials,special coatings and construction,electrical characteristics and connection requirements. 3. Fan curves with specified operating point clearly plotted. The recommended range of operation shall be stable. 4. Data on sound power levels for both fan inlet and outlet at rated capacity. 5. All data on fan accessories. ,., B. Operation and Maintenance Data: 1. Manufacturer's installation instructions and operating and maintenance data. a. Submit under provisions of Division 01. b. Include instructions for lubrication,motor and drive replacement,spare parts list,and wiring diagrams. 1.07 DELIVERY,STORAGE AND HANDLING A. Deliver,store,protect and handle products to the Project Site under provisions of Division 01 and Division 20. eig B. Accept products on Site in factory-fabricated protective containers or coverings, with factory-installed shipping skids and lifting lugs. Inspect for damage. C. Store in clean dry place and protect from weather and construction traffic. Handle carefully to avoid damage to components,enclosures,and finish. D. Check and maintain equipment on a monthly basis to ensure equipment is being stored in accordance with manufacturer's recommended practices. Additionally, during each check, fans and motors shall be rotated and greased and shafts shall be left approximately 180 degrees from that of previous month. Maintain storage records that indicate these maintenance requirements have been met. 12/14/2008 4:52 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 POWER VENTILATORS SECTION 15830 PAGE3OF4 PART 2-PRODUCTS "' 2.01 GENERAL A. All materials shall meet or exceed all applicable referenced standards, federal,state and local requirements, and moiconform to codes and ordinances of authorities having jurisdiction. B. Fans shall be either belt or direct drive as scheduled on Drawings. •�. C. Select fans such that they do not increase motor size,increase noise level,or increase tip speed by more than 10 percent, or increase inlet air velocity by more than 20 percent, from specified criteria. Provide fans capable of accommodating static pressure variations of plus or minus 10 percent. D. Statically and dynamically balance fans to eliminate vibration or noise transmission to occupied areas. 2.02 MANUFACTURERS A. Loren Cook. B. Greenheck. C. Games. D. Penn Ventilation. 2.03 CENTRIFUGAL ROOF,UPBLAST,AND SIDEWALL EXHAUSTER A. Backward inclined fan wheel with spun aluminum housing; resilient mounted motor and drive assembly; 16 gage aluminum birdscreen; square base to suit roof curb with continuous curb gaskets; secured to roof curb with cadmium plated or stainless steel bolts and screws. B. Roof Curb: Roof curb shall be coordinated with Owner and Contractor. C. Backdraft Damper: Gravity activated or motorized as indicated. Where type is not indicated on Drawings or Specifications,provide gravity-activated damper. Aluminum construction,felt edged with nylon bearings. D. Upblast exhausters shall have integral drain trough. E. Apply three coats of air-dried Heresite coating by fan manufacturer both internal and external to all roof exhausters for corrosive applications. 2.04 CENTRIFUGAL UPBLAST GREASE HOOD EXHAUST FAN A. Backward inclined fan wheel, upblast roof fan with spun aluminum housing; resilient mounted motor and drive assembly;square base to suit roof curb with continuous curb gaskets;secured to roof curb with cadmium plated or stainless steel bolts and screws. External fan wiring. ano B. Roof Curb: Roof curb shall be coordinated with Owner and Contractor. Vented roof extension,to maintain fan discharge a minimum of 40-inches above roof,shall be provided by fan manufacturer. C. Integral drain trough,cleanout port,and grease trap. 110 D. Maximum continuous operating temperature of 400 degrees F. E. UL 762 Listed and constructed in compliance with NFPA 96. 12/14/2008 4:52 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 �. POWER VENTILATORS SECTION 15830 PAGE 4 OF 4 PART 3-EXECUTION "" 3.01 INSTALLATION A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. B. All installation shall be in accordance with manufacturer's published recommendations. C. Roof Curbs: Roof curb installation shall be coordinated with Owner and Contractor. D. Disconnect Switches: Disconnect switches shall be installed adjacent to fan on unistrut per Division 26. Coordinate installation with Owner. 3.02 PAINTING A. Provide equipment with factory finish in accordance with the manufacturer's standards. Touch up scratches and marks from handling and installation with masking enamel to match manufacturer's color. B. Where exhaust fans are required to have Heresite coating, have units factory finished with required number of coats prior to shipping to the Project Site. C. Refer to Division 09 for Site-applied finishes. orir END OF SECTION 23 34 23 • 12/14/2008 4:52 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 AIROUTLETS AND INLETS SECTION 15850 PAGE 1 OF 3 ki) PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section, and this •. Section is directly applicable to them. 1.02 SUMMARY ""' A. Perform all Work required to provide and install diffusers, diffuser boots, registers/grilles, louvers, louver penthouses, roof hoods, and goosenecks indicated by the Contract Documents with supplementary items necessary for proper installation. 1.03 REFERENCE STANDARDS A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. C. All materials, installation and workmanship shall comply with the applicable requirements and standards (13 addressed within the following references: 1. AMCA 500-Test Method for Louvers,Dampers and Shutters. 2. ASHRAE 70-Method of Testing for Rating the Air Flow Performance of Outlets and Inlets. +..� 1.04 QUALITY ASSURANCE A. Test and rate performance of air outlets and inlets in accordance with ASHRAE 70. B. Test and rate performance of louvers in accordance with AMCA 500. 1.05 SUBMITTALS A. Product Data: 1. Submit product data and Shop Drawings, indicating type, size, location, application, noise level, finish, and type of mounting. 2. Review requirements of outlets and inlets as to size,finish, and type of mounting prior to submitting product data. PART 2-PRODUCTS 2.01 GENERAL A. All materials shall meet or exceed all applicable referenced standards,federal,state and local requirements, and conform to codes and ordinances of authorities having jurisdiction. 12/14/2008 4:56 PM tow SEISMIC RETROFIT OF RENTON FIRE STATION 11 •• AIROUTLETS AND INLETS SECTION 15850 PAGE2OF3 B. Grilles,registers and diffusers shall be as scheduled on the Drawings and shall be provided with sponge rubber or soft felt gaskets. Grilles, slot diffusers and laminar flow bars shall not be internally insulated. If a manufacturer other than the one scheduled is used,the sizes shown on the Drawings shall be checked for performance, noise level, face velocity, throw, pressure drop, etc., before the submittal is made. Selections shall meet the manufacturer's own published data for the above performance criteria. The throw shall be such that the velocity at the end of the throw in the five(5)foot occupancy zone will not exceed 50 fpm nor be less than 25 fpm except where indicated otherwise. Noise levels shall not exceed those published in ASHRAE for the type of space being served(NC level). In the vicinity of lab hoods,terminal velocity at face of hood shall exceed 20 fpm. 'w C. Locations of air distribution devices on Drawings are approximate and shall be coordinated with other trades to make symmetrical patterns and shall be influenced by the established general pattern of the lighting fixtures or architectural reflected ceiling plan, but primarily located to maintain proper air distribution. Where called for on r. Drawings, grilles, registers and diffusers shall be provided with deflecting devices and manual dampers. These grilles, registers, and diffusers shall be the standard product of the manufacturer, and subject to review by the Architect. D. Provide a frame compatible with the type of ceiling or wall in which the devices are installed. Refer to Architectural Drawings for exact type of ceiling specified. E. Coordinate color and finish of the devices with the Architect. 2.02 MANUFACTURERS A. Grilles,Registers,and Diffusers: 1. Titus Products. 2. Krueger Manufacturing Company. 3. Price Industries. "w 4. Nailor Industries. B. Louvers: sw 1. American Warming and Ventilating. 2. Ruskin. 3. Greenheck. 4. Arrow. rr C. Roof Hoods: r„ 1. Cook. 2. Greenheck. 3. Acme. 2.03 CEILING EGG CRATE EXHAUST AND RETURN REGISTERS/GRILLES A. Fixed series of cubes comprised of 1/2 x 1/2 x 1-inch aluminum strips. B. Fabricate one-inch margin aluminum frame. w 12/14/2008 4:56 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 �•• AIROUTLETS AND INLETS SECTION 15850 PAGE 3 OF 3 C. Fabricate of aluminum with factory baked enamel finish. D. Provide square uniform height plenum for ducted return and exhaust application of scheduled neck size. 2.04 LOUVERS A. Provide 6-inch deep louvers with blades on 45-degree slope with center baffle and return bend, heavy channel frame,birdscreen on interior side with 1/2-inch square mesh for exhaust and 3/4-inch for intake. B. Fabricate of 12 gage extruded aluminum,welded assembly,with factory prime coat finish. C. Furnish with exterior angle flange for installation. W" D. Fabricate louver penthouses with mitered corners and reinforce with structural angles. E. Pass 750 feet per minute free velocity with less than 0.10 inches of water pressure drop, based in accordance - with AMCA 500. Water penetration less than 0.025 ounce of water per foot of free area at 900 feet per minute. Provide a minimum of 45 percent free area. 2.05 ROOF HOODS lei A. Fabricate air inlet or exhaust hoods in accordance with SMACNA 1035, 1-inch classification Duct Construction Standards. B. Fabricate of galvanized steel, minimum 16 gage base and 20 gage hood,or aluminum, minimum 16 gage base and 18 gage hood; suitably reinforced; with removable hood; birdscreen with 1/2-inch square mesh for exhaust and 3/4-inch for intake,and factory prime coat finish. C. Roof curb shall be coordinated with Owner and roofing Contractor. D. Hood outlet area shall be minimum two times the throat area. INS PART 3-EXECUTION 3.01 INSTALLATION A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. B. All installation shall be in accordance with manufacturer's published recommendations. .. C. Check location of air outlets and inlets and make necessary adjustments in position to conform to architectural features,reflected ceiling plans,symmetry,and lighting arrangement. D. Install air outlets and inlets to ductwork with airtight connection. E. Paint ductwork visible behind air outlets and inlets matte black.Refer to Division 09. ,i„ F. Provide all specialties and frames for air distribution devices as required for proper installation in ceiling type as indicated on Architectural Drawings. Provide all cutting and patching of T-bars,gypsum board,and other ceiling systems as required for installation of air devices. • END OF SECTION 15850 12/14/2008 4:56 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONTROLS SECTION 15900 PAGE 1OF5 INN PART 1 -GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section, and this Section is directly applicable to them. 1.02 SUMMARY A. Section includes: 1. Description of Work. 2. Quality Assurance. 3. Demolition and Reuse of Existing Materials and Equipment. ur 4. Sequence of Work. B. Furnish and install a microprocessor-based digital control,and electronic actuation of dampers to perform control sequences and functions specified. The BAS for this Project will generally consist of control of systems described herein. Reference shall also be made to control Drawings,Sequence of Operation,and points lists. C. The HVAC systems being controlled are heat pumps 1 and 2. This Section defines the manner and method by which these controls function. 1.03 REFERENCE STANDARDS A. The latest published edition of a reference shall be applicable to this Project unless identified by a specific edition date. B. All reference amendments adopted prior to the effective date of this Contract shall be applicable to this Project. C. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: 1. American Society of Heating,Refrigeration and Air Conditioning Engineers(ASHRAE). 2. NEMA Compliance: a. NEMA 250: Enclosure for Electrical Equipment. 3. NFPA Compliance: a. NFPA 90A: "Standard for the Installation of Air Conditioning and Ventilating Systems"where applicable to controls and control sequences. b. NFPA 70: National Electrical Code(NEC). 1.04 QUALITY ASSURANCE 411 A. The BAS and components shall be listed by Underwriters Laboratories (UL 916) as an Energy Management System. 12/14/2008 4:59 PM sir SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONTROLS 410 SECTION 15900 PAGE 2 OF 5 B. The BAS shall be listed by Underwriters Laboratories(UUKL 864)for Supervised Smoke Control. 1.05 SUBMITTALS A. General: Submit documents under provisions of Division 01. Two(2)copies of the materials shall be delivered directly to Owner, in addition to the copies required by other Sections. In addition, an electronic version of the completed materials shall be provided on CD or DVD. Refer to Section 25 08 10 for additional Commissioning submittal requirements. B. Electronic Submittals: While all requirements for hard copy submittal apply,control submittals and operation and maintenance(O&M)information shall also be provided in electronic format as follows: mi' 1. Drawings and Diagrams: Shop Drawings shall be provided on electronic media as an AutoCAD drawing per Owner's CAD standards. All'x reference'and font files must be provided with AutoCAD files. 2. Other Submittals: All other submittals shall be provided in Adobe Portable Document Format. C. Product Data: Submit manufacturer's technical product data for each control device, panel, and accessory furnished, indicating dimensions, capacities, performance and electrical characteristics, and material finishes. Include installation and start-up instructions. rot D. Record Documents: w 1. Qualifications: Manufacturer,installer,and key personnel qualifications as indicated for the appropriate item above. 2. Shop Drawings: Submit Shop Drawings electronically on AutoCAD software for each control system, including a complete drawing for each air handling unit,system,pump,device,etc.with all point descriptors, addresses and point names indicated. Shop Drawings shall contain the following information: a. Schematic flow diagram of each air and water system showing fans, coils, dampers, valves, pumps, •�+ heat exchange equipment and control devices.Include written description of sequence of operation. b. All physical points on the schematic flow diagram shall be indicated with names,descriptors,and point addresses identified as listed in the point summary table. c. With each schematic,provide a point summary table listing building number and abbreviation, system type, equipment type, full point name, point description, Ethernet backbone network number, network number, device ID, object ID(object type, instance number). If this information is not available at the time of Shop Drawings submittals, furnish with O&M manual documentation for Owner review and approval. See Section 25 1510 for additional requirements. MIM, d. Label each control device with setting or adjustable range of control. e. Label each input and output with the appropriate range. f. Indicate all required electrical wiring. Electrical wiring diagrams shall include both ladder logic type diagram for motor starter, control, and safety circuits and detailed digital interface panel point termination diagrams with all wire numbers and terminal block numbers identified. Provide panel termination Drawings on separate Drawings. Ladder diagrams shall appear on system schematic. ■"' Clearly differentiate between portions of wiring that is existing,factory-installed and portions to be field- installed. • g. Record copies of product data,as built control Shop Drawings and final sequence of operation updated to reflect the final installed condition. 12/14/2008 4:59 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONTROLS 4110 SECTION 15900 PAGE 3 OF 5 E. Operation and Maintenance Data: 1. Submit maintenance instructions and spare parts lists for each type of control device, control unit, and accessory. 2. Submit BAS User's Guides(Operating Manuals)for each controller type and for all workstation hardware and software and workstation peripherals. 3. Submit BAS advanced Programming Manuals for each controller type and for all workstation software. 4. Manufacturer's Certificates: For all listed and/or labeled products,provide certificate of conformance. 5. Product Warranty Certificates: Submit manufacturer's product warranty certificates covering the hardware provided. 1.06 DELIVERY,STORAGE AND HANDLING A. Provide factory-shipping cartons for each piece of equipment and control device. Maintain cartons during shipping,storage and handling as required to prevent equipment damage,and to eliminate dirt and moisture from equipment. Store equipment and materials inside and protect from weather. 1.07 WARRANTY 00 A. Contractor shall warranty all products and labor for a period of 2 years after Substantial Completion. (jio B. The Owner reserves the right to make changes to the BAS during the Warranty Period. Such changes do not constitute a waiver of warranty. Contractor shall warrant parts and installation work regardless of any such changes made by Owner,unless the Contractor provides clear and convincing evidence that a specific problem is the result of such changes to the BAS. Any disagreement between Owner and Contractor on such matters shall be subject to resolution through the Contract'Disputes'clause. 1. At any time during the Warranty Period that Contractor is on the Project Site for maintenance,emergency,or normal service,Contractor shall notify Owner and the local building operating personnel. 2. Contractor shall notify said personnel of all work anticipated being involved for the service work. In addition, no work affecting system operation shall commence until express permission is granted. PART 2-PRODUCTS 2.01 GENERAL A. All materials shall meet or exceed all applicable referenced standards,federal,state and local requirements,and 111111 conform to codes and ordinances of authorities having jurisdiction. 2.02 MANUFACTURERS 1. Honeywell Series 72 2. Approved Equal 12/14/2008 4:59 PM NS SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONTROLS SECTION 15900 PAGE 4 OF 5 r„ 2.03 ECONOMIZER CONTROL MODULE A. Description:Operates from the cooling space thermostat to provide a totally integrated control system.Solid state control package combines solid state enthalpy or dry bulb changeover control, minimum damper position we potentiometer and compressor staging relay functions.With differential enthalpy controls using two sensor inputs, one in return air and one in outdoor air then economizer control selects the air with the lower enthalpy.Housed in high-impact, glass-fiber reinforced plastic case. Enthalpy setpoint (A-D) on W6210 and W7210 Solid State Economizer Logic Module controls the combination of air temperature and humidity suitable for free cooling. Including a built-in adjustable potentiometer to set minimum damper position and minimum amount of outdoor air admitted to meet minimum ventilation requirements.With LED indicates when free cooling is available.Mount on the sheet metal duct.With mounting screws included.Accepts inputs from discharge air temperature sensors or mixed air temperature sensors, and C7400 Enthalpy Sensors or C7650A Dry Bulb Temperature Sensors and optional remote minimum position damper potentiometers. W6210D and W7210D return to mechanical cooling when outdoor air enthalpy reaches preset high limits. 2-wire(18,20,22 AWG)connection.Can be mounted up to 200 ft(61 m)from logic module.Minimum Position Potentiometer: Resistance:250 ohms. Minimum Setting:0 to we 100 percent of motor stroke. B. Electrical Ratings(W62101W7210 with C7400): oar C. Input Voltage:24 Vac,50/60 Hz. D. Power Consumption:W7210:4.5 VA. we E. Relay Contact Rating at 24 Vac:1.5A run,3.5A inrush. F. Temperature Ratings:Operating Ambient:-25°F to+125°F(-32°C to+52°C). G. Humidity:5 to 95 percent relative humidity(RH). H. Approvals: Underwriters Laboratories Inc.: Flammability Rating UL94V-5V.W6210D/W721OD Maximum Outdoor Enthalpy Switching 2.04 MATERIALS AND EQUIPMENT A. Materials shall be new, the best of their respective kinds without imperfections or blemishes, and shall not be damaged in any way. Used equipment shall not be used in any way for the permanent installation except where Drawings or Specifications specifically allow existing materials to remain in place. 2.05 UNIFORMITY A. To the extent practical,all equipment of the same type serving the same function shall be identical and from the same manufacturer. err PART 3-EXECUTION we 3.01 INSTALLATION A. Installation shall meet or exceed all applicable federal, state and local requirements, referenced standards and conform to codes and ordinances of authorities having jurisdiction. B. All installation shall be in accordance with manufacturer's published recommendations. C. Refer to additional requirements in other Sections of this Specification. 12/14/2008 4:59 PM WO SEISMIC RETROFIT OF RENTON FIRE STATION 11 CONTROLS SECTION 15900 PAGE 5 OF 5 3.02 SURGE PROTECTION A. Contractor shall furnish and install any power supply surge protection, filters, etc. as necessary for proper operation and protection of all BCs, AAC/ASCS operator interfaces, printers, routers, gateways and other ..r hardware and interface devices. All equipment shall be capable of handling voltage variations 10 percent above or below measured nominal value,with no affect on hardware,software,communications,and data storage. 3.03 CONTROL POWER SOURCE AND SUPPLY A. BAS Provider shall extend all power source wiring required for operation of all equipment and devices provided under Division 25 and the Drawings if not specified under Division 26. B. General requirements for obtaining power include the following: 1. All control power for a given stand alone controller and all associated controls for this stand alone controller shall originate from the same circuit. fps END OF SECTION 25 0010 WO CO r.r MO •w► OM SO • 12/14/2008 4:59 PM Not ONO SEISMIC RETROFIT OF RENTON FIRE STATION 11 TESTING AND BALANCING SECTION 15950 PAGE 1 OF 3 PART 1 •GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division '"` 01 Specification Sections,apply to this Section. B. Specifications throughout all Divisions of the Project Manual are directly applicable to this Section,and this Section is directly applicable to them. 1.02 SUMMARY ■. A. Testing, adjusting, and balancing (TAB) of the air conditioning systems and related ancillary equipment will be performed by a technically qualified TAB Firm. B. TAB Firm shall be capable of performing the TAB services as specified in accordance with the Contract Documents,including the preparation and submittal of a detailed report of the actual TAB Work performed. C. TAB Firm shall check, adjust, and balance components of the air conditioning system which will result in optimal NIP noise,temperature,and airflow conditions in the conditioned spaces of the building while the system equipment is operating economically and efficiently. This is intended to be accomplished after the system components are installed and operating as specified in the Contract Documents. It is the responsibility of the Contractor to place the equipment into service. Variable air volume systems shall be balanced in accordance with AABC Standard, AO Latest Edition or NEBB Standards for Testing,Adjusting,Balancing of Environmental Systems(Latest Edition). (1111 D. Liaison and Early Field Inspection: 1. TAB Firm shall act as a liaison between the Owner, Architect and Contractor. TAB Firm shall perform the following reviews(observations)and tests: a. During construction, review all HVAC submittals such as control diagrams, air handling devices, etc., that pertain to the ability to satisfactorily balance systems. 2. During the balancing process, as the TAB Firm discovers abnormalities and malfunctions of equipment or components,the TAB Firm shall advise the Contractor in writing so that the condition can be corrected by the Contractor prior to finishing the TAB scope of Work. Data from malfunctioning equipment shall not be recorded in the final TAB report. 1.03 REFERENCE STANDARDS A. All materials, installation and workmanship shall comply with the applicable requirements and standards addressed within the following references: 1. AABC-National Standards for Testing and Balancing Heating,Ventilating,and Air Conditioning Systems. 2. NEBB-National Environmental Balancing Bureau, Procedural Standards for Testing,Adjusting,Balancing of Environmental Systems. 1.04 QUALITY ASSURANCE A. TAB Firm shall have operated a minimum of five(5)years under TAB Firm's current name.TAB Firm shall submit 110 full incorporated name,Charter Number,and Taxpayer's I.D.Number for proper verification of TAB Firm's status. 12/14/2008 4:36 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 TESTING AND BALANCING SECTION 15950 4110PAGE 2 OF 3 B. TAB firm shall have a background record of at least five(5)years of specialized experience in the field of air and hydronic system balancing and shall possess properly calibrated instrumentation. 1.05 SUBMITTALS w A. The activities described in this Section shall culminate in a report to be provided in quadruplicate(4), individually bound and also provided electronically to the Contractor to be presented to the Owner. Neatly type and arrange data. Include with the data, the dates tested, personnel present, weather conditions, nameplate record of test instrument and list all measurements taken after all corrections are made to the system. Record all failures and 01" corrective action taken to remedy incorrect situation. The intent of the report is to provide a reference of actual operating conditions for the Owner's operations personnel. B. All measurements and recorded readings(of air,water,electricity,etc.)that appear in the report must have been made at the Project Site by the permanently employed technicians or engineers of the TAB Firm. C. At the Owner's option,all data sheets tabulated each day by TAB Firm personnel shall be submitted for review and sign-off by the Owner's Construction Inspector. Those data sheets,as initialed by Owner's Construction Inspector, shall be presented as a supplement to the final TAB report. D. Submit reports on electronic forms approved by the Owner and Architect/Engineer PART 2-PRODUCTS Not used. PART 3-EXECUTION 3.01 AIR BALANCE A. When systems are installed and ready for operation,the TAB Firm shall perform an air balance for all air systems and record the results. The outside,supply,exhaust and return air volume for each air handling unit,supply fan and exhaust fan and the supply, exhaust or return air volume for each distribution device shall be adjusted to within +/- 5 percent of the value shown on the Drawings. Air distribution devices shall be balanced with air patterns as specified. Duct volume dampers shall be adjusted to provide air volume to branch ducts where such dampers are shown. B. The general scope of balancing by the TAB Firm shall include,but is not limited to,the following: 1. Blower Speed: Measure RPM at each fan or blower to design requirements. Where a speed adjustment is required,the Contractor shall make any required changes. 2. Ampere Readings: Measure and record full load amperes for motors. 3. Static Pressure: Static pressure gains or losses shall be measured across each exhaust fan. These vi,„ readings shall be measured and recorded for this report at the furthest air device or terminal unit from the air handler supplying that device. Static pressure readings shall also be provided for systems, which do not perform as designed. 4. Equipment Air Flow: Adjust and record exhaust, return,outside and supply air CFM(s)and temperatures,as applicable,at each fan,blower and coil. 111 111111/ 12/14/2008 4:36 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 TESTING AND BALANCING SECTION 15950 110PAGE 3 OF 3 5. Outlet Air Flow: Adjust each exhaust inlet and supply diffuser, register and grille to within + 5 percent of design air CFM. Include all terminal points of air supply and all points of exhaust. Note: For Labs and ,. rooms that are negative exhaust air flow shall be set to design+10 percent and supply to design-5 percent. Positive areas will have opposite tolerances. 6. Pitot Tube Traverses: For use in future troubleshooting by Owner,all exhaust ducts,'main supply ducts and ime return ducts shall have air velocity and volume measured and recorded by the traverse method. Locations of these traverse test stations shall be described on the sheet containing the data. +w� 7. Maximum and minimum air flow on terminal units. END OF SECTION 23 05 93 leo OIP WE '� 12/14/2008 4:36 PM SEISMIC RETROFIT OF RENTON FIRE STATION 11 "" ELECTRICAL GENERAL REQUIREMENTS SECTION 16010 111 PAGE 1 PART 1 - GENERAL r 1.1 APPLICABLE PROVISIONS A. The General Conditions, Supplementary General Conditions, and applicable portions of the Special - Conditions are hereby made a part of this Division. SUN 1.2 SCOPE OF WORK A. Scope of work shall consist of, but not be limited to,the following: est 1. Demolition and removal. 2. Branch circuit conduits,wiring and boxes. 3. Circuit breakers for existing panels. m, 4. Wiring devices, automatic sensors, receptacles and all cover plates. 5. Lighting fixtures, complete with lamps, and all mounting hardware. 6. Electric heaters and controls. 7. Provide wiring&connections for mechanical equipment. - 8. All electrical equipment and services needed to complete a usable and operable facility in accordance with all applicable codes, regulations and standards. 1.3 CODES, STANDARDS AND PERMITS ,,,, A. Install in accordance with City of Bothell Codes, State of Washington Electrical Code, National Electrical Code,OSHA and WISHA. B. Obtain and pay for all required licenses, permits, and inspections. OW C. All equipment and devices shall bear U.L. Label. If no Label is available,the label of a testing agency acceptable to local inspecting authority is required. u• 1.4 QUALITY ASSURANCE .r A. For the actual fabrication, installation, and testing of the work of this section, use only thoroughly trained and experienced personnel who are completely familiar with the requirements for this work and with the installation recommendations of the manufactures of the specified items. m. B. In acceptance or rejection of installed electrical system, no allowance will be made for lack of skill on the part of installers. We 1.5 PRODUCT HANDLING I. A. Protection: Use all means necessary to protect electrical system materials before, during, and after installation and to protect the installed work and materials of all other trades 1410 B. Replacements: In the event of damage, immediately make all repairs and replacements necessary to the approval of the Architect and at no additional cost to the Owner. ow 16010 Nor SEISMIC RETROFIT OF RENTON FIRE STATION 11 Wa• ELECTRICAL GENERAL REQUIREMENTS SECTION 16010 PAGE 2 1.6 SITE INVESTIGATION A. Contractor shall investigate site before bidding. B. Failure to understand the existing conditions will not be acceptable for any increase in price. wr 1.7 DEMOLITION AND REMOVAL ■r A. In areas being remodeled, switches, receptacles, light fixtures, conduits,wire, outlet boxes and wiring, etc. shall be removed as indicated. B. Where unused conduit remains in walls, wire is to be removed from conduits and boxes, blanked off and abandoned. C. Demolition work shall be coordinated with Owner before proceeding. rl� D. All demolished items not reused in new design shall be removed from site and disposed of at Contractor's expense. low • 1.8 SUBMITTALS A. Provide submittals and shop drawings for the following: 1. Lighting fixtures, each type; 2. Wiring devices and cover plates—each type. 3. Breakers for existing panels. B. Provide submittals in binders with tabs. Six (6) sets required. 1.9 SUBSTITUTIONS MO A. Approval of substitutions must be submitted, with complete descriptive literature or drawings to Engineer, in writing, not less than ten (10)working days before bid date. B. No substitutions will be approved after bid date. r 1.10 RECORD DRAWINGS A. Drawings shall be continuously maintained in the field by the Contractor. *'' B. Drawings used for this purpose shall be the latest revisions and shall be kept neat and clean; and shall not be the Contractor's working drawings. C.At end of the construction period,the drawings shall be checked for completeness and accuracy and delivered to the Architect. 0 16010 SEISMIC RETROFIT OF RENTON FIRE STATION 11 ELECTRICAL GENERAL REQUIREMENTS SECTION 16010 PAGE 3 1.11 OPERATIONS AND MAINTENANCE MANUALS far A. Provide operation and maintenance manual for the servicing of all equipment installed. B. Manual shall be provided as described in Division 1 of these specifications. eil 1.12 TESTS A. All wiring shall test free from short circuits and ground faults, shall be free from mechanical and electrical defects and shall show insulation resistance between phase conductors and neutral and grounding conductors of not less than the rated insulation resistance value of the specified conductors. Mit B. The system ground, service entrance conductors, and all feeders and subfeeders shall be tested with appropriate meggers, or other approved instruments and methods,to determine ground and insulation resistance values. Such tests shall be witnesses by the Engineer or his delegated representative. 1.13 COORDINATION WV A. The Contractor shall coordinate work among all the various trades doing work in the building. B. Special attention is called to the following items and all conflicts shall be reported to the Architect before installation for decision and correction. 1. Door swings to the end on which switches will be located--the strike side of the door, wherever possible. 2. Location of millwork,structural elements, ducts, grilles, pipes and other equipment are clear from and in proper relation to these items. 3.Any minor changes in the locations of outlets, panels, etc.from those shown on the plans shall be made without extra charge if so directed by Architect before installation, C. Immediately notify the Architect of any discrepancy. Do not proceed with installation in areas of discrepancy until fully resolved. up 1.14 CLEAN UP A. Upon completion of the work, and before final acceptance and payment, the Electrical Contractor shall, at his own expense, remove from the site and adjoining property and dispose of all surplus and discarded materials, rubbish,temporary buildings, equipment, and debris which may have accumulated during the prosecution of the electrical work. r. B. All fixtures, switches, receptacles, panels, etc. shall be left thoroughly clean and in proper condition. +Mr r ar 16010 SEISMIC RETROFIT OF RENTON FIRE STATION 11 ELECTRICAL GENERAL REQUIREMENTS SECTION 16010 PAGE 4 1.15 WARRANTY A. The Contractor shall be responsible for all work put in under this specification and drawings. He shall make good, repair or replace, at his own expense, as may be necessary, any defective work, materials, or parts which may show itself within one year after final acceptance, if in the opinion of the Engineer said •at defect is due to imperfection in material or workmanship. Incandescent lamps are not guaranteed. However, all incandescent lamps shall be in operating condition at the time of final acceptance of the project. B. Conform to requirements of Section 01700. PART 2—PRODUCTS NOT USED. wr PART 3—EXECUTION • NOT USED. ***END OF SECTION*** mo 00 emp 1110 rw ow 16010 SESMIC RETROFIT OF RENTON FIRE STATION 11 44" OUTLET,JUNCTION AND PULL BOXES SECTION 16120 PAGE 1 41 PART 1 -GENERAL "" 1.1 DESCRIPTION A. At all concealed or surface outlets for electric lighting fixtures, switches, receptacles, etc., code-approved r outlet boxes shall be provided. B. Junction and pull boxes shall be provided as indicated and as required by Code. mg C. All boxes shall be concealed r PART 2—PRODUCTS 2.1 MATERIALS, SIZING AND TRIM m A. Outlet boxes shall be standard stamped galvanized steel, one-piece. B. Outlet boxes shall be of such form and dimension as to be adapted to the specific use and location, type va" of device or fixture to be used. Box sizes shall be determined in accordance with NEC requirements for conductor fill,with or without devices as necessary. w" C. Ceiling outlet boxes shall be 4"octagonal or 4"square x 1-1/2"deep or larger as required with appropriate 1) trim rings and fixture or device mounting hardware as required. D. Switch,wall receptacle, and other wall outlet boxes in plastered or gypsum board walls shall be minimum 4"square x 1-1/2"deep minimum. Provide a standard trim ring of appropriate depth and opening to suit device. ".' E. Junction and pull boxes shall be galvanized steel with screw-secured blank covers for above-ceiling surface or flush mounting as required. Boxes shall be sized for conduits entering and conductor fill or as required in accordance with Code. Am PART 3—EXECUTION " 3.1 INSTALLATION A. All flush outlets shall be mounted so that covers and plates will fit tight to finished surfaces without the use 00 of shims or mats. Plates shall not support wiring devices. B. Height of wall outlets to centerline above finished floors shall be as follows, unless specifically noted otherwise. Note: Verify with architectural plans and shop drawings before installing. OW 1. Switches and Automatic Sensors-4'-0"; Receptacles - 1'-6". C. Locations of surface or flush junction boxes where required shall be coordinated with Architect before wry rough-in. D. Outlet boxes shall be mounted true and straight in relation to surrounding building elements. ID ***END OF SECTION*** ow 16120 SEISMIC RETROFIT OF RENTION FIRE STATION 11 CONDUCTORS SECTION 16130 PAGE 1 111) PART 1 -GENERAL 1.1 DESCRIPTION A. Conductors shall be copper, 600 volt with type THHN/THWN insulation unless specifically indicated otherwise. If no size is shown, wire shall be No. 12. B. Unless otherwise approved, color code shall be as follows: Neutrals-white; Ground Wire-green; 120/208 Volt: Phase A- Black, Phase B- Red, Phase C- Blue. All switch legs and control and interlock wiring shall be color coded with colors other than those above. Indicate colors used on final as-built drawings. w.. PART 2—PRODUCTS 2.1 MATERIALS A. All taps and splices in No. 8 or smaller wire shall be fastened together by means of "solderless '"'"' twist-on type"connectors. All taps and splices in wire larger than No. 8 shall be made with solderless compression or indentor type lugs and taped to provide insulation equal to wire. B. Provide Code sized equipment grounding conductor in all conduit runs. Bond to boxes, devices and fixtures. PART 3—EXECUTION 3.1 INSTALLATION A. Protect all conductors from damage during installation and prior to installation of covers, devices or equipment. ***END OF SECTION*** +rw WV rr VW VW 16130 SEISMIC RETROFIT OF RENTON FIRE STATION 11 WIRING DEVICES AND COVER PLATES SECTION 16140 PAGE 1 410 PART 1 -GENERAL NIS 1.1 DESCRIPTION A. Provide all wiring devices. B. Provide all cover plates. est PART 2—PRODUCTS 2.1 MATERIALS .r. A. Receptacles and switches shall be heavy-duty specification grade. Receptacles shall be duplex grounding type,20 Amps. Switches shall be quiet type, 20 Amp. vie B. Provide ground fault interrupter receptacles with test switch where indicated. C. Receptacles and switches shall be ivory color. r D. Cover plates shall be smooth, plastic ivory color. P&S- Sierra'P-Line.' E. Manufacturer for Receptacles and Switches: P&S, Hubbell, Leviton. PART 3—EXECUTION 3.1 INSTALLATION A. Install all devices straight and plumb. Cover plates shall fit securely and tightly against wall and devices. air Cover plates shall not support devices. B. Two or more switches or receptacles shown in same location shall be mounted in multigang boxes with one-piece cover plates. wr ***END OF SECTION*** w NOe 16140 SEISMIC RETROFIT OF RENTON FIRE STATION 11 Imo ELECTRICAL SUPPORTING DEVICES SECTION 16190 411111 PAGE 1 PART 1 - GENERAL r. 1.1 DESCRIPTION A. Furnish and install all supports, hangers and inserts, etc. required to mount fixtures, conduit, cables, pull a++ boxes and other equipment furnished under this Division. B. Supports and hangers shall be code-approved for the type of application. ser PART 2—PRODUCTS ■rr 2.1 MATERIALS A. Supports, hangers, etc. shall be designed for the specific application. B. Supports, hangers, etc. shall be structurally sized for the type of load being supported. C. Unistrut, Kindorf, or Super Strut are approved manufacturers. ow PART 3—EXECUTION 3.1 INSTALLATION A. All items shall be supported from the structural portion of the building. B. Supports, hangers, etc. shall be installed in an approved manner. rr ***END OF SECTION*** rr wr vast 16190 SEISMIC RETROFIT OF RENTON FIRE STATION 11 `r GROUNDING SYSTEM SECTION 16450 PAGE 1 PART 1 - GENERAL OW 1.1 DESCRIPTION A. All electrical equipment, metallic conduit, motor frames, etc. shall have equipment grounding system per al Code requirements. Equipment grounding conductor shall run from the main switch ground to all panels and from grounding lugs on each panel to each branch circuit outlet box and device in accordance with the NEC requirements. rrr PART 2—PRODUCTS 2.1 MATERIALS to A. Metallic conduit may be used for equipment grounding conductor for lighting circuits. B. All receptacle and power circuits shall be equipped with an equipment ground conductor. eir C. All flexible metallic conduit used for power and lighting shall be equipped with equipment grounding conductor. meD. Equipment grounding conductors shall be green insulated copper, code sized. Bond to boxes and equipment or device at each box. ill PART 3—EXECUTION M„ 3.1 TESTING A. Test entire grounding system for continuity and correct any discontinuities or high resistance circuits 400 ***END OF SECTION*** me ow am um 16450 SEISMIC RETROFIT OF RENTON FIRE STATION 11 NINO LIGHT FIXTURES SECTION 16510 PAGE 1 PART 1 - GENERAL 1.1 DESCRIPTION A. Fixtures furnished under this Division shall be complete with lamps and all necessary trim and mounting �". hardware, and installed as indicated. B. Fixtures shall be as specified in "Lighting Fixture Schedule"on drawings. PART 2—PRODUCTS 2.1 MATERIALS A. Fluorescent ballasts shall be electronic type, rapid start, high frequency maximum THD of 10%and minimum ballast factor of 90%. Manufacturer: Advance, Motorola or Magnetek. B. Fluorescent lamps shall be as indicated in"Lighting Fixture Schedule." C. Fixtures shall be furnished complete with all necessary mounting hardware and lamps. "" PART 3—EXECUTION 3.1 TESTING A. Fixtures shall be neatly and firmly mounted, using standard supports for outlets and fixtures. Provide seismic restraint for fixtures where required. B. Provide extra blocking or bracing for special fixtures or locations as required. C. Install fixtures in accordance with manufacturer's instructions. rio ***END OF SECTION*** urn r 16510 SEISMIC RETROFIT OF RENTON FIRE STATION 11 WIRING DEVICES AND COVER PLATES SECTION 16850 PAGE 1 PART 1 GENERAL 1.1 DESCRIPTION MIN A. Provide electric fan-forced wall heaters and mounting hardware. B. Provide integral mount thermostats. PART 2 PRODUCTS rrr 2.1 MATERIALS A. Heaters shall be fan forced, flush wall mounted, 120 volt, 1 phase, extra quiet blower, metal sheath, heavy duty element with 5-year warranty, galvanized steel housing. Color shall be white. rr B. Thermal safety cutouts shall be factory installed to automatically shut off heater in event of overheating due to any cause whatsoever. C. Thermostats shall be integral mount, tamperproof, line voltage type — 5,000 watt, 1 pole, white color. Manufacturer: Honeywell#T4398A. D. Heater Manufacturer: King#Pic-A-Watt, 120 volt. PART 3 EXECUTION 3.1 INSTALLATION A. Verify exact locations of heaters with Architect prior to rough-in. .r. B. Fan forced heater wattages shall be as indicated.15. C. Install all heating equipment in accordance with manufacturer's written instructions. in ***END OF SECTION*** wr rr • +�. 16850 SEISMIC RETROFIT OF RENTON FIRE STATION 11 i. APPENDIX A ASBESTOS REPORT 410 APPENDIX A ion ASBESTOS REPORT .r. 1110 "' TRIANGLE ENVIRONMENTAL SERVICE CENTER, INC. 15549 Fox Cove Circle•Moseley,VA 23120-1608 ta 804-739-1751•fax:804-739-1753 BULK ASBESTOS SAMPLE ANALYSIS SUMMARY 'w' CLIENT: AAA Faith Services TESC LOGIN#: 090202I 2328 Tacoma Ave. S Tacoma,WA 98402 DATE OF RECEIPT: 2/2/2009 ,,,, DATE OF ANALYSIS: 2/2/2009 CLIENT JOB/#: 09-003 DATE OF REPORT: 2/2/2009 JOB SITE: 211 Mill Ave S.Renton WA ANALYST: F.Jiang op I TESC CLIENT SAMPLE ID SAMPLE#I ON FIBROUS &GRO S DESCRIPTION I %ASBSTIMATED TOS I NON F BERSOS I %o MATERIALS aa" 1 003-1 /Black lino.,dark gray fibers NAD 25%Synthetic 75% 2 003-2/Beige formica NAD 10%Cellulose 90% No 3 003-3/Gray lino.,gray fibers NAD 20%Cellulose 80% am 4 003-4/Brown fibers NAD 85%Cellulose 15% an 5 003-5/Gray powder,brown fibers NAD 25%Cellulose 75% 6 003-6/Dark brown adhesive NAD 100% 7 003-7/Dark blue rubbery NAD 100% ri r 8 003-8/White powder,brown fibers NAD 25%Cellulose 75% oar 9 003-9/White powder,brown fibers NAD 25%Cellulose 75% tor 10 003-10/Black tar-like NAD 100% ow Samples are analyzed in accordance with"Interim Method for the Determination of Asbestos in Bulk Insulation Samples",EPA/600/R-93-116,July 1993 (EPA-600/M4-82-020,Dec 1982),or the current US EPA method for the analysis of asbestos in building material.None Detected:not detected at/or below the detected limit of method(Reporting limit: I%Asbestos). Glass fiber is analyzed for quality control blank. TESC recommends by point count or Transmission Electron Microscopy(TEM),for materials regulated by the EPA NESHAP(National Emission Standards for Hazardous Air Pollutants)and ror found to contain less than ten percent(<10%)asbestos by Polarized Light Microscopy(PLM).Both services are available for an additional fee.This report must not be reproduced except in full with approval of Triangle Environmental Service Center,Inc.This test report relates only to the item(s)tested. aw NVLAP Lab Code:200794-0 [LEGEND NAD=No Asbestos Detected,Lino=Linoleum,JC=Joint Compound] 4P7'4419T_ Vb'ailigid ID Reviewed By Authorized Signatory: Feng Jiang,MS Senior Geologist,Laboratory Director air Yuedong Fang,Senior Geologist Monday,February 02,2009 Page 1 of 2 arm TRIANGLE ENVIRONMENTAL SERVICE CENTER, INC. 15549 Fox Cove Circle•Moseley,VA 23120-1608 804-739-1751•fax:804-739-1753 BULK ASBESTOS SAMPLE ANALYSIS SUMMARY CLIENT: AAA Faith Services TESC LOGIN#: 090202I 2328 Tacoma Ave. S Tacoma,WA 98402 DATE OF RECEIPT: 2/2/2009 DATE OF ANALYSIS: 2/2/2009 CLIENT JOB/#: 09-003 DATE OF REPORT: 2/2/2009 JOB SITE: 211 Mill Ave S.Renton WA ANALYST: F.Jiang rrr CLIENT SAMPLE ID STIMATED I SAMPLE#I &GRO S D SCRIP ION I °E ASBTOS I I NOVo N FIBERS I NON°MATERIALS - 11 003-11 /Black tar-like NAD 15%Synthetic 85% 12 003-12/Brown fibers NAD 95%Cellulose 5% 6 13 003-13/Black tar-like NAD 20%Fiberglass 80% "r• 14 003-14/Black fibers,yellow foam NAD 25%Cellulose 75% rry 15 003-15/Black fibers NAD 95%Cellulose 5% 16 003-16/Orange formica NAD 10%Cellulose 90% dor Total Samples/Layers Analyzed: 16 ww Samples are analyzed in accordance with"Interim Method for the Determination of Asbestos in Bulk Insulation Samples",EPA/600/R-93-116,July 1993 (EPA-600/M4-82-020,Dec 1982),or the current US EPA method for the analysis of asbestos in building material.None Detected:not detected at/or below the detected limit of method(Reporting limit: 1%Asbestos).Glass fiber is analyzed for quality control blank. TESC recommends by point count or Transmission Electron Microscopy(TEM),for materials regulated by the EPA NESHAP(National Emission Standards for Hazardous Air Pollutants)and found to contain less than ten percent(<10%)asbestos by Polarized Light Microscopy(PLM).Both services are available for an additional fee.This report must not be reproduced except in full with approval of Triangle Environmental Service Center,Inc.This test report relates only to the item(s)tested. NVLAP Lab Code:200794-0 [LEGEND NAD=No Asbestos Detected,Lino.Linoleum,JC=Joint Compound] Reviewed By Authorized Signatory: Feng Jiang,MS Senior Geologist,Laboratory Director our Yuedong Fang,Senior Geologist Monday,February 02,2009 Page 2 of 2 rr" 41) CHAIN OF CUSTODY BULK ASBESTOS TEST O N "-) I w MA Faith Services 2328 Tacoma Ave S.,Tacoma,WA 98402 Phone:253-779-9872 Fax:253-274-5040 Email:aaafaithservices r@yahoo.com kw Project Location: 4'2// /vt///44/e- S 3(.4710 / I.JA-. 9YvS.5 - Project Manager:Roxanne Bradshaw,ruaa /' Tum Around Time: S—i'"Isumber of Samples: t(0 Client Job Number: 0 7-Doi tun Sample Condition:Good )C Damaged Severe Damage(Spillage) SEQ# Client Sample# Sample Description r. 1 00 3 1 e >r Lr /j- Cq - 2 -- 2_ .7--v?-ret,c.". LI s,.A.i+e 4.----T'a p -1 lei- 3 � 3 - 3 574 -G; � -- 6 — �. ._d4 r-,�- ' • a1 't- �7zw (tea 61,4314:E),44 `--- _ <_..t._. , ._:� L Srz, , Co arr 7 C r/-G.-brx e.-- e--if 63 rt 7, 8 —3 6.e..)4. — �r•v . � 0 -'-.1, , 12 0 Ss ries Ayr', D. / ricyri7o�., 13 --// /,Gay 14 .-/2— 4 p1Q iSio,.<Autda Cn ly-- 15 --/3 _ 3,4 . o r--173.44-r--173.44r--173.44-..r !�i " 16 _ / 4- St'e bfr.-�/ /0 `"' LAht.e.g) 17 — 1 _ Pell 16 Ol r r1.—,,.. -- - 6%) _1 Oar 19 20 • r. /fan/09 Print Name Signature Company Name pate Time rr 1--- Sampled ' sy,�,W+cr�'0f►1�S�itr*� �!l'7f'��er✓1c,.w l lQ? $mo.w-►r, Relingulshed L+ r i t „ Delivered " Received Fitt J,UN ,�."-- sC __ Analyzed J i� 4/1 °� r`,, Reported r , Result Reporting Method: Phone: Fax: Email: Pick-Up Reoport 4111) r. mar ce";�,,w`c; � � E r 8 c u - I - i – I- II! us am ,, m L O Cn w z W 38 V o ry ° c C Q o W w w O 00 > o Y s�€ Z F--Z' . ,__ `dc-'' .-/Pl... C � � m Q �� Q (n . fi� Vw v < Qa. °' ,-, w o o 133N1S OW 'S 3NIl N11N30 /4 10 Z .o — --------.610 ---- ---- 1 _ \ SI Sl 13N,"LLN3dONd ifr, a(,,,,,.. , I 1 IIK 110 �A SJV III `_'_I R • �, / /- >d� / / ,i ,, c0 I / / / / ' / A / / IC / / V / / / / i S 3AV NMI ' / / / // / / / / / // ri/ / :! /� / // /\\ ( // / � / / / Crl � / / / / . / ./././ /; / P. � � // � � � / / � / //� / ///// //// /////////,,, V�� \ / // // / � S 3AV SIlM / / / / Il \ I I //// ;1 :: // i // / /// /,// // // //�// II \ a ` ' I // / / //// // / //// / /> ///// C CL 10 \ H / / ' / /// ///\. //�/ 1.— W , /;// / //z.// / // /// // IC // // . // /// / � I , I /�/ // / / /'/ 0 \ zl // / / / / //,j // vV\ e // / //j/ /, II /// / /. / / / � zitfir , ' / i I / ' /// II / �/ '/ II i %%// /�,/ i a�o L¢i 3 00 SII I /' " %// / // / ( <l 84'-- -- --wac 3m I 1 / / //> / // i / -,V 3� z o'33 d� / / //.'//// /// `.\/ / I �- �wp� ozm < I I ✓ // // / // //// / / A ` /i 2'� r o c ; / / / / / ` / o -02Irn ,_ � o N e— o� w w o ,r- 'I-_p l m g _._T — I 0 ;_ ,oar FS I .� � ��TT- I � Z �w y_ DQ 0-o= �t '� T vv _ � s ,L 6 v 0 y a I ac W� x N. o =.os Ic, Zama 2,m ffs�X ag,62' E 3�.2� li 1 v , v ��1 I r h_, ; I w a I ;� \ i\ ; I I 1 12\\ \ le I I � "I w ¢,a> _ o — �w� ,n,rn co L.. Q N S2 0 FU: O C>lel O z p W Y N Q a J Q W W F- 6 w 4 Cr` r- 3 N N 3 p o ,...,cc ,-,.. 7:3._)-:_) 1---, Locc,4, w I w w w x o I Q 6-, N a z co 4 -- o z ~ r - a WW ! W c, N a yr CeO m a Oa5 z> Z . zz O a w -2 N N o. Q W 4 I LL w w w a 3 3 0 s L„--,' u O 4 J X 0 aO a a a a c a a s Y 3 m 3 w N O .- 0 i V t 1 0 % o C, 0-¢ 0< 0 ow O �-m N 55 U 4 Y iD io O 3z o 4 z - I-- d cv Q ON O Z 2. 3 O w p O 5 - 1 U c0 �> a z n h+ o o w 3 4 Q 4 0,W w 11Q 3 0 x m o w �i z m 4 ¢3 oZ w cc p CV> J j w m p wO N Q W O o 3 w 3 V o`z Y. Z Q < ¢ aw iil O Z m N U L E Q w. 3-uc O w 4 _ a n Q J Lc) O N O Jr, 3 i. Q P 3 a, `02,-,> •, '2- ,-1,.-' 5 z a mo. `_"' Q fA w o o _ 3 n. m w 9awo o g ' w w 1— z c5-7 o0 o O a W x o, - w I- E 3 m o.... p 0 U.� x - 1 � N 0 > O " w o o J j _ ' Z 5 �CD Q¢� ,,, ,o. a. � a k,-.' 3 5 G W O on '„ W - V' w ,1 l7 U o z H J ,---,,T_. _ '- a'. o �. C' w D o i v, j o z o Z p r: z z o w Q '- ti GI w N N W 3. g:', o 2 w W p N o ZQ z in N j _ 2. cxi o Z u5 '' 3 _ o z ¢I £/ v x 0 o o2 a z w a, a o o J 'o- `a g " ,., a m m m cn CD o Lf, w a U c~n 1�z FA L ..___- __ - -_ _-- -_s-_____--__ ,13N-X :f4 1,C0.13dC1 '�. i 31N 0001 0 'I -)WI 3WYN 3l�+ ce V1 V1 w m a a z wUorvm a �" - u) Z LI- s W 6 co u,_ w 1 O` Q . 0 x ZWZ < . �Y D C 2. O ¢ 1.0 0 — Oce ! y 1 < 1...."1 - LL, m - C N y c_ c o c> --& Q Safi V` VZZ ._ a v g �'F 1 o E , C C N - fn �� g 0 o " t .. ( AJ183n JC Sfll_d NOISIn3a l3fliiS JO HIOFM t z o a I D-.ZZ - - a ti o '1'6s �Lfla3n NOISIn3a IOflaIS JO Ail OJY nSStl o 0 OZ :/49 • o O r t 1 F w 1 { M� I c, � t 11 N ; tI I J N L - 3d�S _. a �fI7 I1 a I Q) _ I A � � oa t 1 Nol o I • (ID (-3, . .0. o Q. it f 1 � r1 LL z I � aCL k I I a 0 1afdN,� - s I I © ' _ Io ,,,,,„ O` _ \ 40 _ 4�sam c I 1 a - aa \ _ y '= LLi — ' z,." a ,s awe w s � f <4. 7 ,Y .x\I n' ' '-'-' 4. \ 7--\--\'-..i :4.:„..i_ ..t.,4,1, ! , as tf- r.,X IL] ph Kr___TH-o,,, 7.--\ 4,\ -"".9?,\<> / 0 .\V er.,•--E,9, i_ o Td < I a 21 ` - • ® W 8-,m -...---. - NV/. g2 .31H g= L o ® �I xI It 0 2x a Mil t --o ce 111411 CL i fEj 1 9 r IIII. / '-- - ro�r� �I nom ` K O w I z w3 o%z z 6 V6 l - F, 0 Ng ;. K3=was 5 oI _+.oun �a<�. a IP z 3dois <= r a ff, f r im , �ws- it, Iit '^wV1 O.'- a 0 ' °° n- w� 3 J u c�¢a ,3 -I.y T = a s4irtti 11 K F— 1 0 o� m � I ~ w o 3a 6Y cn o z 8 6 � g o `� W.- .i W�. 0 W Nw r il � � a f©'1 I 1 J U �4 ! =cn Z NK a n_ H O oa 3'a w "om 0;4.1.4 It/ ,, V 'oi a z G aESoIEi rig Ls z� NZ oceQ3 ¢ z =¢z I q9 '-� ,i --1 W ~w z3v'J '- v N �! zo Li.1 0-=w Zr=m "'co o z vi�wW Cl- i CL wO d0 z Q~m 0I- o W z0 Z - -� ,.I __ • O __. .., In o Q z cam.' o z o�� 1 , ,� x,K.1W11 U o I I 7k J,/r >< \,'' i U o ci 30o w a ce¢z '� � Q a QZ 0-^'' 1. o M I- V) o owoz n 0 W w m Q v'.0 il �'w ce¢w '' -l,p, - •'� w • -X .2 w= 1-�x I y I Ik_rr Za zw. ogzo=w. flt I I' j _ -1 jl �i S. z �Z 0 L,00 �m 30 3w=wX x 1n. I I � y x� 1n kr,„-- XX p NBwo� o` W� t,N wzj ( I '1\„A.,-y-kYy `x I \XX ce W W 0 Q Z I-V7 LAJi W J .�` ;x\�,�hx'�`� .x .'</'<21\ _ illikk pO__ (;) <w Zo z - L I s3lavn s3idw, y I l 314A'OIk+I-F i " ✓tYl 'I ! ce�%,, w--c0a I WV `c° � 1 0 1 Zw I I- � � O .- rII 1•-Z w3 w N N CO Q i `_" s� w V O co CC co = o , U $ c o �QI—S Q 3 �Q.J '�F~- pox °i I � �, - 0ff � � � crn - QMW� jePI w a �� to p N .- N F- I F--W Z t m N t 9 LL € y x sT, I � th� 1 I I I II - _ I�TJ 1 1 5 ( 1 _1 ,j, I,n- ,) d' I ° ° ° I , 1 ,I I 1 I --i ,r zfli-I �li � I T 1 V N m 1 I II o Q li w r i osY w .� 11 I (� �' CD t II a 6 I C7 a� a w l I -,--,-----, � l i t I , ! ►� ' , yI 4 ._ w II --J D-,9 I I f f-i 1.1 Ce 1 . o�w fj U w ns I_ � � z Y a 1 II w A 7 n 0 l �' r • lit�r�-i� YI LLI 160 f I LII 1 I ®I_ I a [I• , `Y �I II If cet I05 I0 -1-r ' r , I�.� I I 4 ,, , i ,. ,,, 1 . I J Lj .4,H11 \ ._- 3 �id F\ \_ \ ' \ \ mil=� �iQ VIII A v 1 I oor ;f h,__ d � (tl 1 O� \ pi " % -� f 1 _ � w ,-,,,: ,,, III 1-1 I\,6 4 I E4 u 1 ,, , j , 1 .......... , •,„ 1.>".„‘ .1410.r.. i: e'' \., 6, = . ‘ //' Illi'''I f — — ` o / mho o I i � i.'' km �� ' co 3 ° q� 7�XC , T-i-. , ._, ;. '77. - '-\.--.:...\_24 '/ ' -/ 1• �y 1 q \ ‘,,''K'-1, 0 ', '2' '''' /' V 13‘.\•\, * _0-‘tk ; , , , ,,,‘, \ , >:;,... i \ U w I } .--,7-7.--_,______—•—._,==j_i\/\ \ --_-",,c4.•/,,,; ' j I ..-4 / 4, i Est.CD 1 Z VI I l'i h\13 . 'El'' \)<;'''''\\\ '''s /1 1 11 1 El- 1 ' L\ --,..— .,....—_______.H, a I o a cn I I A I � i IoZ 1 I 0I\ �' - �� IW I 1 .I� I Q� o (J I _7 1 w O] U I \,a x -) ' '�, •. 1 r• _-, ,� _ ._11Ili I �, o d, I - i . rLL__,L •�i I (.9 o r II III y� - - - ---� I 1 1 ,'-,, 11wk- 1 w -1__'--: ',. ,___ ITL '2'',1: :I -Jujb Fain*''' '. lir ') LU I U w Ce c O I1-__ 4 =c_,,...Lx Z L,_, N II I - 1- Z W II O �p oUm Q oCD *- _� w Q c::)Z W=Q Cr O=N N ZOO � 1 O ix zd� �p W mUp.=�J mOZ¢ LJ� 1 - I• m CL CL N U m Z Z=p C.7 Z=m m 0= e V r I -- - 1.11 11111 i n NW a... L..., dQZH Jw QW > d NW - _I - 1- 1 C) J Z>- Q •. CJ_a O W (.55 t,7 F-- N Z p 1 - _II��I W N pZO.Q w�W¢I=-R'?Z= N C.)OO J U U F.JU Li U Ump OQ¢.O CJ ¢Z-C--t O O 43. W -,_ -- • WC.fi Z =O D Z LJ W"w Z 2 3 J p N: {. W _ J Es a,O WZ=J JJ NO. J I- 1.: t--c5 Z. _-] 8a, 11 0 z¢> I"-O 3 m !L N ¢VI �6 Q O J W \ i • N _Z t li cc J I'-J. J J OZ=CO Z Z W_D-I CO 3 O 0 C, -3.- ! 01 W 3U(2 L"QN2W4 Q ~m J awQ w�¢ zUJ o 4w%� cc z m QZz0 3m3wwz3.<�. . arrow 0,c, a��-x�. r�i2W W JJJ ,,C n._I V(�� N p-Qs{p c,J.O¢O S W d' p.,a. J�1-� O O N C� QO wNUQ =(��CO4�U q Z O. \d C.? xNx �W ¢ .w Ow OU.W W d N N Q N Q N Cl_. N a __-____- __ ___ --______- ee- I ti . !-H.E NFkE i_mc--1ori�a•t�ng-�YLO�i.�'yglF • r ...'%KA C0 HJr / N 41, i i 1 '9 c4litiii: I it 111 r ir --"lur \tit', . .. N \* I J ,, 1 lik \ , ,iiii- 1 0 1, I'- lir ' I D to ,. W o I „ e 43s ;} x Y9:I pp co 70 C X ,, Ail f4 wF ,, ' <• 0 ,,,';" ,,,;'-<' ,'-'->J-' fe '" I i -t�V I sem, r PRax. F ....., i, ill ,,, n }� iiilli..... lii l A\ _\ Ai Ai- i) I , '',e • i ''," ''''-74, , l'' :_;!III .._,, '_41,1 N'Ir'I-"3-3-b-II'''''.,,,,, , z III I' © U _ �✓ z rn a ' �{ r m u m —I D 0 -7' ; n zo '� n 'II, o n rn r„ n At l D 0 � � \ _ — Z \ ' �� D Z 311 q If,,,\`\\ __\ _ 0 /°% A D rn �\ \ \\ \ \ //// \\ \ `, \ \ II , -n om/ n >� ��� !Tl a Na -9 m 11 �mrn of uu T o �. G si y(1D ZTIfA x -I co - I s` CoCA — p Z m� co O N ��: 0oD - o c�'r,� p � '� o�ri � � ZmZ ' a r a w G l/1 v+X, • f • Fl.L NAME Inl°r,o,P°rkng-,I40A FE f f Oi,RAIOR X-Hc FS r --- — —. 0 — ---.<}..-.__ 4 mo m ,f, 1 F,-;8 7 i-EotrIJ r; -- I.:� ° `-7 ^poi�' rad n Amo -� I� ° 0 f IIm 0 __,- 0 om a LI o - i ZW mo - j rn _ - r D —�� �. _ 2 O o Z o Z I f IL i— g IL, or --= _ 4 j r..,. ,z, t:--,1.--: 4,- A o - r2,m o� - __ 1 z H . I ° o b ,4', °1 T I \ °! R I } i Ho 1 I o ,. x IA I71r 1 \ f _ i Q n - °1 , — s�0 A,I, z7:,=-=,=-=- = -- -----4-':'', - 1 , L� fl °I it a L_; h 9Q" rlul 2 _II IbE o r `- L 1l L --- � CD o 1,1 cf)m T — III �C) IL O N Z III n — 5- I,I i o �''- I° , LI I r--, --71r - M I 2p2 CO x ' o r o D� SDS �� D F CD? — �. m - m nm Zen 1 D mZ '-1 O CJ1 p N 1•. v CC fD m P D yet 0 — Z ..� $z 1 Or r7I� D p _ ,.^ con M I A)11 ci) Z -mi01 ° m T7 a ' N 3 n m In t"ice+ I • Y ' ) • FILE NAME inlenorPork n9 I-H OP.AVE 01'CRA FOR RUT %-REFS 1 I ., III v� �v mfrvT v� m - m_ tom tom oW '1"�m ra"o II L1 ii 1 NI z _ - L 1 ° ° 0 0 .---1_, C H 0- n II Z 1••••••4II � ,1-- �. 0 0 ro (!) y O 1 rn z [ 1 1 3FI _ T I %r� ,,,,,,,-..4j ° A£ _ _ , ', /1-.--r 1 rm i__._,0 � o I 0 I I � °°°° , f A :0 ___- .. ARES-1 RES III 1 = illI II z i 11' I I J1I I - z,.. ±----,• :-,-- I I II 1 III I 0 III' TI 1 `,2 -Ti C/) )11'8 1 x N > o r li rn :t1 1 w oT. , -' m 1 P �P D1D I— rn CD m o vi < �.-�: a ° > pm Z _ 1;— � 'm Zmz III 'I —1 o cn O cro1 t- a a o m 2Z V'/ —1 r-' m TT �= I 3 n a V1 V1 77 ial I N s j e o + File:188—s10.0.9 00tie6 1,1 01/30/2009 1.08 am P N 0 4, (F (� - O' ti,W D OO 41DD t7Ap(yTp A3 ��7y. "Q¶ 7Dp CI r�(, O =Tm� -0(� AOOD rNti yrn yrn and y0 0 Z Z T "il Jp A W ftf �i OZ OW O Z D O3�Z A(,Z rn i0 i t N x3 � tl A r rn zFZ_ z (Zjl UO _0 3 -{ T 36, q '061'00 N� 1MO-. ON -n-� 1t�rtON r`fi � rn21Irn1 Afn z-� O1 0 ' oZ AZN : uA – TA6 AA h-273A. �' �AN ` aa sA f,- A _ _ �yy. y A r N Z N A = T=-1W-.°y°, A RTn Dz rmi -TIQ Z %Z >6T ODJ� _' 1/4, o, 4,i v °z v O - §"1-"x4 }$t� D-pU Fzs-rn AT nD 1 n r`It �D NDD tl rn x0 DR. N_N0 0.6_4g-m1.M AT i, rn 1A gr A 0 ap - �Fp NAA oAD j 0 SI A °ozgo -- -_1 1701 Ti 11Q ml AN f ON (Z-�i- < z60M r-A 1{1 rtl 22 `" J A_ tly p 02- -0 3 rn1 N -43NDw0 N.. rn 270033 ci rn� gr 6, i— 7c1 N A %,74 zP 1 T V N N (p612T' a—A_trn Dcn 15 ,.. O gl -Z.l.0 (\ -a rrn N i 11 _ Pr°S rr(—p $ � t�r1 1�1 �Z f„`" p.N r-'° -I�( oN© =,Am— r00 D r�°'o mt rnrn , N D(l I-"__ 1G D R1T AA O rn (�[�Q1 ArflN 33- ', O N 1 3 O rn -n mDO ›FD 1--;6 T 1 D 2Z=1 -< ( A tl 3 v D sN N n D 6 7010 •ON 'il �40 tl �2 �1 uj 1 "D A N i 1�1 1� m A �° "rnkP 270 >gA6 rn6W6R !!_�T � ,1�-' (A-,rn tn'A*,; ,A! N- ,Zv Ax � L- - c ew -,,6-Km c, r l v ng-'46A A�nrn t�i� °rl D 0 _R� aw 1N D OVn�� AO �-Z G. 1vttlz wZ (6rAi r3it �i _ r (n z 3 O -(-1 r T y r D O T NN O T zA3 �rN OZ N �(,1X PAltl GNz1N vN ,1 R ND Z3 Af(40R y m- r�i.(6 00 U00m m .�O H ,T x1 v tl A=1 6R 6.0 N, 8"R,5-4-0A� OA �i(�+` `' -c-1R 0 -,_ T. Ax- n"OA rnrn r.,;� Drn p D A ° rmt N 7p� D cn$� a _ A (n I �3 � � O z Z z ybc W O T214%2 rm°'tl jurn-+rnr i rmt R06 rdi .D2 6% W, t7f H 1 , r r�1 2 -1 Oo NgrnZZNN "h rn 10? mrn=sOZ yA D A . (� rx A N �, 1 i N FdzDd. 6 DNo6rd `C(A", a m3 6N � AA hG1 w O T � Nrti O- O?rn -` 2 p _ 70 m zo F� �Or1zn rn�'rr1t N ° a °66 tl z 10�u n tl y N A lirutm Z ° 2 N Gs N m A D _ Za - O �w O(T m0 °A O A§ ii 2pA pi?p rn OO7Tp Drn-i 4,N sD (FWD N Dray ((77=D 10 �� � .30 o 4 6_5--1t 0-tt,,m+. 7Ocp : 3 -Ni 113 .rTD Z�j-'6(6 2 T (P vg N W A r D D D til N: N N r 1 A 1177 - (`° Od r p N N D O (.70(.1 v ' PO >A N 11 b o ° fn 1 IT a T fii ((,,s F"n- A ( O v- 1 - N c D O tt7�l rUr�ii 'a 8D go+ tl 2� ^� 1�t77l1Dysy3a D= y Doi N w EA 6' AoaEi 3 NON O = A N =s'. tl D0i 7oD A- zz / ,,. �_ x �A z z �''tlrAt 3-1nO p J.4 rti g 6� "'=t,zoD3 ° A� 1om" (� $ O Q`�' �� ((DD��rn � >Af G (nz a,O(v OT 3�rn z'D 3_ z 2 $ r� tl 3 N-1 _r`i;ibA Orn oZ AN ml N CL a� _r �A � c, tl t?iI1 zr ' `� Cn x =-r row �oNy(6, WA y op �i 3. _ AO (, I' r8 Irn RrtiN 1'0-6- r z v r�i t� A p@1-{1 ,�5+{r� z fn 1= Cl TMr r cD t° A S A F 70 0 4, V• D Tl gig tl N NN 0 � v � wr1 , N Orifi y y -AimArn ZAj O NC�T m rn °-ri 73 4 AT,"-±- r v O R O D A1r O(� >N M Ai Twy IhTt A _ gCv-1yzy 7( zA 1�+ z 2 2Z �-p�rn�i z-i wr O p�1 (iA o A Ag Q° Ac� r5O m. 0,§(, ti 0D Ay WI 4, O - (ABTA N� O AO(z,°) r0� A S OD O 01-Tl 000 D r(�,i drn -prn rn-<1 V-P' rxTitl,, x Ji(�yaa' -- A8 ,p01,120 0 O . • `'a dy r3 $�.`-"- r fn 0�3tzi+ AA p_i= r Dr- IA A � 1 �Dr A A NAA 1 rZ �� tl w D g>� � (, �' 2j rs �b cA, A/3D D6 T M2 � 't lill 2 1 N D D , r 1 NP9 DTi za Z_ w 2 206" r O �(, ri O g rnz� A CT z ' �_� A C,i� Nm p(T'Am A F Dmrn o Wr OMz rtrtAtt O <` N 1 m XI NL C7.n .-,w o OW% ° RtlA ADT a'a 3 �zD Av D o `V m Orli � zVmV � 1Arn 2 7zcrnr�i =D1 zxz �n a r33ri �liv � R r==D a� c1u. 0 A Z s \• ,-D NA -n N ,J,I,)r,) zb A r;2 <D(, 4,rA r,rr N' Rot w TP <(,z� rn2 O0 (Tit d o p< A 1 _- _ w Nry(S�j rri,QpN AAN mA3 -Awl A t,vO WP A �'6 dip tl R1 D go twin z p r 0 x°\A D N(Oi 0 T n Ian,Dn a�At1 A; rz�'f �i O rtt n D(,y p ryDlt D T rn to r m Ga w „ 1< _ 1 � � rn� 2oT OA 1r� kt,12 ,6. T at m N -Di A = w v Rwl c "1 � T yew ," 0 R„ .,_070 10 m a d w r AF �o D O <� S T 2NAIr _) Ox lIR q �' Z �n T 2 A 24t-{, �G� 6 r mNV n A O wrn< b z 0 a go z2X F 0 r 1 Ug t>9,.nTmgrn 1 uN y 4 1p N 70 z (�i rn� d '� (1_p� ���� (D(J� ` off," Z T_ o. o �o oDD _ 1 (ZP= n 70°< -( w O �it 1(T� ( N j A A N d A N 2yv-}� 8% c'• TO N 8R 171 AAA 0 -6)- `4'h.....i 1 T 0 r r 1 a' z �' A R O to (, 1 N N N N N N D,�m 3 Z �2 1 N 1 N N x 0. O ic�wN- d �i D z�zr � r� C, ii1�31� (idP�O ��=r� 1 � - _ � (, aF y NZNC "IPP ''(� RdRff_ NN m (fitARV,0Atl= rn 1 P2 1rn O z -(-10A9 0tp A 9,V6 7-1 Otl�;UA z jAotlo ru(-�+ (,y N' E'hlb � 'oh4ii'7 !I1_li ° +3, DD P (170(, w 2YXx tAi$r(Ri°z,N 1Z-Zi(1�j .f Z (1� fppfPP MP-1- -i_N(3(,,F�A111DZN� N-itD q�l t=3oN ,t�'-t-t _ z D1�;(1� i �T ZZr�y2a "' am �y 1N 3 670 N =Ng sIllo 1 '�, -.7‹.--.0N -iJ Oji ,syn g� 1Y. q0, -.M 09(,rO ,°i 7�Qy�(]Y�% n DxN po fel>F0„,A� 6!."8-tdP A i iinm +� (atl1_ A P-P, 000 k, NJ.mrs . AOrn t°N,2 PAA> • QUA 0.< ) 0 ) O N N OAD< Dz0g71 a yIAPA- �9P0 Tr-Ail° ° 2to1�N6og y}lmD � (af� ZgQQQ1 rn A 1 P a � 7C1 (� (, porYi N --1 $ N� � 8°31�r- 817 6-84. t��s � 'as" Ar- c) 70 = A M1z< "'V`N Am 0 m ^ fimE ° p m� 11nm0 I I LI Z co >r/ y sp rn 5 q Z (� q c O� � z -I 1°' 0, _ pE l"-< EC d cn 0-.3 0 0r -i a z x 9 a . -n ,3 33 !! ®.. f CO C a r = W mA Ilc >m -1� -44'4 i 3 1Ni. t / r a w q >< a 0 N q 0� rn *ft' A N a g f 5 v q e °z O �Z " � ,°Dwomo� ['i1em Or O OC q i a v m cnloo, =_ � C�N 4:10) q 1"J. V'y ? ..AZ C g ONO cm m o j 3 0 O D. c >< 17 3 r Fue- 190-e20_dv9 Plotted.'Fr,01/30/2009 1.'09 pm. Q O 0 101.-s - 45-0 I3V-,9" I 2cr-4" I = __ -- - —.__ I 6ERR1 • • — — _ • • (6ERRY) 1 1 I l I 111 ;I i Ij N i II 1 . 1 I 1i I it 1 i CDA ,)1:3 I 1 \ ) I (JOHN) v -�� mTA - r _- / . 5,--/ / O n� / / / 70 -ii j V' . ' ,(/// A\Nk'''S'\‘‘ 1 e [-.> 4i- ...., 464,v<0 / , /,\ k ‘- z.51-0' ck` c9b, ,,,:l)/ \ fli CA(16 0 /1 I ' S;.' N' 4> N Ns s. f-DI 01 ' 13 X. zo \ ', \ \.N.P%-:. \ ---)-7 I a 4, i- CPN O N 1fo..... 1 . , . , ... „ .11 (i:ARRY \ A —_-- \ �• 1 „71�. -4, -( 6 - - -Am' ___� ME AN : --\\\'J ' 1 NI\1 ill -Co N U3 CD 03 o l� '— : \ '11N1 : .",„ t\NN I � I A Il I 3 \ Ni‘ l ,; g _, I1 --_- —.---.--_._---._--- ._- _ _-- -_ -_ -- �- 1.. I _: t Q� — f 0 \\'\ , 1 I11 \\\\,\N\I obw — 00. 1 0 i 1 \\\\:\s\1 . 1 f \\ % - \I I } K II ; a' \ IG m i _ -----; -- - � — ��. __ �@ �� w 1 1A _1 J � — TOM TOM -N- -- ; -- --- i;- 14'-lo" 14.-10"4-Ip 14'-I0' � I4'-10" � - � Is 38'-4i4 �, 0'_p e j.) )..,,, U) a v vvaps i MIN mnfA< c ! m m1 ; 8 $ m ; i ' r m mJ mo g Z O . f m a$ mi—I - ° 1 2 3 ~ 3 m a ar m� ()-i rr oII 2'mo sN �O a ty § a • — 4 f ► 'TI x a n T 70 3 v J j� 4 x. a ° 'a_ = Grn �� m'< m � NAA �t 3 W �� �o ....II 73 o l� . m N Z - vaIP1 W o a �NoZ1, _ m m ��w paa ° v Z 01 O Z..i � >> I"?0'CP ° m ° 5 G o NIlkto ifn, r $ > �Z \ 3Ca Oleo ym `Y C • �' m o J 3 y Z >1 1 \VVv 700 199-,30.Mg Plotted-fn,01/10/2009 522 pm pA yy 4' 1 1 � NN 0• t N_ k Cu z N ifi �" ®� Film O =� r 11.+^ft rri�` , i�n tll �3 x O titN,,(y� E i W 2' O N 2 ii g 6 Aj m -+b.RN� ti r A agx�it 000 x N '61'15'6 Nx i„ T 1- N _A Irn z r z3 . O_ in z m 1 r q. r rJ N —0 ( i' / i 11 ii II 11111.1111.11 I 1 oi. r i•" r' iu1 I li / I' i __,„..---H it r� rn IT! Z rn rn Zf [ll tD \x 3 0 ( :'! W ® F zZ 'Djj D Fmn ,3 Z rn y O�' O iris z 6q i t w Tr R 01 O-TI 71 j m _r w t'. D b A �t A % N I I b oo— o— N 6 i r r-'.---- i A f.._.t' ,...sw , .0 r?i rn r`?i` pi,: N 4,^ f N �e 4 0, a �`` t NN� r- A r- z � �t� rn x'� O z S Z p 'rtri A A - A O (p yl�{ a r 40, R'A 6 z 2 N ,R1 8 t� j -�Z N -P. O 'i�U"'4 w D -4a W tJ F F= IN J rnm 6 z� j Oo �) 2" 4" 4" 2" >. 13 . D I---( Nom. 0-Cil 3 "D try N i ._w.._ __. /..1 4U�f211 _ l`^'// s111111i / — -,----- 4 CEI t I ,. , 7 , I i ,v DN y Hi ttn in 1 0" eg;NI 3 Fri x r ® -o�. 8 o0 D A tl' . n [x�K k3 1 i=i r T Fn A rn O , �` r D u x z rn ipn i...._... ..._.___ 7 A .0 7 ! A ii i; .._ D r Y 0 \ cnA d br� b �_ 0 , A — m ,' 'N 4! -i z i I t, rn m F x•�-e F Q .. j A -> z 1 7 III I N ii I A.YT_ �! II O 1 6 x � A� Er �I :a / _ ..,,, , ri91- 'l r I, I i a D D ti,) N r 0 torr-- _.... _." D N 2 I 110 ttli��i ARI h in 3N -1A O .m Z r rn y y / " 0 D z i O -A b -' rn x x 6 "X",FIELD VERIFY A -4 U) .„...."---- -1,---1- , --..�-- " �{ N. A 3 N p. '__1,---t_.. tC111 x N zc - .7_..k—,—. N T aY° D� -,T.4 \ �x m� rn / r- 0 Q N A / 0 ( rt ion z a I 1 1 / it ';�iv �7 os N P / y ._7 / 1, os __ D 2'-0" k uAAA 4'-0" j x / IIx zp ggN -03= -Oto O r N ® n ` Fn r�i DD d tO ttn D �t to ,1, ,1, - p xA s: s=� .D f_6__tr A`3 I!D ? oxr"I- v "�" w m b ? 60 b O �� A b_ 5° ,p O> i 2" 8 8• 8" 2" 11 414 z CP ti A m t X In X 1 D m� �_C7 mo O r 1 m , m 3 w P . z 70.4 yr E r -� _ 03 m.< 3z s a !" _ m Zr N (7—1 0®o out XI -r44'MI W ro N y S !i P M • i MI f 1�1 W m m3 O a0 C Q "t ®m (Ail it i t_' 0 0 Z� .� S3 Coo o C °° 1 s z �' ,O ova m" ✓ z m o JZ acn ro oNpo Cm m o J V o N. U \1 o s F.k:1B6-040.dwg PlottedFn;01/30/2009 1:09 pm � g 1 l L ATL . 1 r ;� ' 0 f N � o { Ii 11)!E' �zz _ + � �, 0/53 "� M' r 1i Att 55A/55 ; \ ,\ N•Ns•\.\, %\...‘;‘..\, ..\‘ �" i p 9 v,N P ! fliEOIP >N \ \ ,:'‘,\_, \, ' ',1 pM 0X \ \- �\ ��\ b a_ 0 _.y^. .F - Pug N r N x Akoc. \\\„, \ ! \ 'N.\\ ,\\\ x n N \\\ , \\„.\\; \„Ni, ; A _ ...\ \ ` ��.. Nva NI ;\\,, , x�" r ri _ . .:‘,\Xv‘NAX N 1 x 1; I I N.\\N. i -> D.. 1/53 A3 _ _e,���� �VN►���a\ a��\\ �.1�� y s ��‘ Tal 3 v i. V v\ 1 I 1 --0 _. , \\\,i 1 k, 0 z , r- c 0 4, '' , \-\\,NN' \\\ ; : x \ � w A tiQX O z O o ''\ ;\,- \\„\N,\ '\' '' V 11.3 \\ \� � � y F ,\,‘„ \s,\ \\ \ , .\\, \\. , , ....„ , , 56/53 10/53 1 \ „, \ , , . - V - - A'�: S-v.L . , �� { 0-0” 10,-0" 0 01 3 D A A i r in Fn n d b W 4 ,..-0 r-3 D F 1rS. A , • rnap "9. c'• r-- iNz � ys $ m p mj - — mo oEl • • 1:7 ti z m m ia -4z "1 f!1 r 0 a/ .• A/ N 1 ' _ g -I3 m-< 3c ~ m o"' g O- rI. v,O D ' . Oxo 8 LI-4 m x173 fit 4O N D< rn� W@ NAA A tt. m —I 70 ao m 3 $0 a 1 IG RIO `��'' ayAidEN i L3 CO QZ �b mm �°0°� m� i ' tg p a C 5 Z� illi= = 3 �o 0 ,, al b s o JZ \ 3m ONO cm �4IG z m o .\C.\ D' J w o • FILA NAME ,Inter�orParking-AR OE�gi'E I • • OPErcA7OR Rd' %-P.EES .q -e- p _ -_._ - _ --___T ni � v _ g m fP oZa F), O g-0 gz r ,',-,,,,:28 _ LZ`1I -- - --- r O _ ___ - _ ? W N. Z L,,-' O0 f_ CD 3 , 0 1 TTk r nm lrn � 1 _..._ _� -� ro MI -aa-on gym- I it (I OS D N OO OOZ X01, 1 I Filo' ,__ A -t...A-�� -•J __ _ �o O .T1 �y0 m co m -1 Z m V1 M m —1< n rri m R'O� Z �� I r co �rnk Dpm� ._i d : —1 r ,-,,,--006,,,, 8 <m r m�i T�7 m N� - / V Lc, p o mON � - r otm II • co Go , o i : ^ NmNOAmdnm ; o 11 _ AA Azo ,Iy� '� -,:i r;-6; _ ; CD\ N L. n \ , or .T \( / / -:1 o i � �, — h/ sP��F o, III Kit cF r)9AP2c `/ \ ,///j/f \ (i / j , rz I \ / BA II/ .0 \ // 111 ,,, K z _ ge,11o o I nmi L _ n, t/ g i - zi`/ 2 siz oN �" III.ks'st IU I 'i— 16 7 II ri 1 r--- - < „.., ,r ,r_, II 0 F.-,b om i 17/4,- ___ _ 0 . : 0 , O OLF--------- o o_ o_ rn3 , \I\HI' m (� Z m o ( ' II , z 11 N - , , , ,!, / I I , I 9 DP' x -T! �� DS Z [� '�,' > p ..- _ �coo :1 co 20mrn .k o 3 a Q I a� ozXn t � Z' sar — — IP � mDj D o p m o �D 21 m I' zZ-i z , n _ `.1.01. k. c O — ' � D% Z m , —' s mmin �ntn�SIZ9 11 I 2 1 FIL NAMk Int ,`orkulg-N'l(IDAWE OPERATOR RJf X-HEES • • 1 1 om m \ .1 _, _ ______ 11 mjttLTLi/ 1 ��f� o 0 0 _.ISL n oa , 10/ , \ _ -4,- - / 1 .,., -'''.-1 I 1 1 I PANTRY 1_ / //// \ frliA 0 e , , e, . ,,,,,, , I L__ 97 _ e 12,,y 1 / :Ci - 10 1 _p_,,,,_,,,. , .., „, \ ,.,,,_,,, ,, n ..... 2 0 __L_ �_ 1_J I A :c i a , a d g I ``\. '� 1 '.'' o ill CD CD S°.. I ; `� ► CDS �' 'J 4r �� k� I � \ , .„ \ \ 2,7',/,„_ ,-‘,. \ -4), :,..„ <,-,,,,, ,\ \ iio , I e �. ' o CD\.`N > , \/2 / 0 „01ffl I \ / \Z J oN p^ c:,T_-:; �FJ K Ao \ c'jr, p C 1 ilik ( J N \ ILI Y N A� 1 Q'om o 0 1.41 eD "Z -N, ,_ ____, , L ,,„.., om' I c m +te ,1 a= Am� n A—I! m z1-1 CD CIO II 0 V, , .,._ i io, rs�0 11-2 !111 O1 � s , II :— El v) -n O ! a � ' t7CI 1, -. 10 �I "sem � u mz1 11 m o _71 1 — _ A Z n \ ri i Awl I { Ymxo0 neon n Z r y XI Fri rnc,, N N Z .'C O / m R',a3 Tl r o noD r a3 -Ti :[7 0 — N"TI l P --Ii° ('1 j M N m PIL DD CIo •i ii o NDm Y ' am �m —I s vv /D • Fl'[NAE• Inrr.cr,%erkng-FPI Ulf diATE. OI tNAFON kJI N-1:``S • m CC)PZ)Z 3JrJmo K>'z m oZ �_-< D C7 M> 0 liriiiire'llibilifitar -gi ;_-.,-— AD D___I rn r 1 [ m D> z m \ 2 i 1.J/ ti y. D N m o 0 _\ 1 m o m_ Z .mak rr z\_ �■ ■ IN- , S;■ I I `' fir" \ A 1- ITTr a 1 _ A D D Imo_ / li II [jL'IJ al Z5- -Z5 'IZ- -4 k rn / ,4114 1[1 0 s m - sr- , /\ / ,0, - ,,,s, b — / . , y rn .712 1 (7 J A 1 -,1\*Ilk\ / , , \ \ :) 1 I ,=n rp o� 1, 5-2' =ft z0 —,r ' i 1 1 1,1 l rn' OIIll00 ,, A _ - zz N oA w Nn w ril Iii o r1 A 11 �,w 0p y� II DN L .m............./� / 0. atim � �D ja '1 o n� ./g xP a r- 1 c Tg7 I ? �i • - DnDi_i ! C) m m m o () $g Apm =pm t.- w — > ^o 01 o o m d m ormnia3A z�0-I ZAp D m 4�g 1 ' 1p Z m cn o co, tiom -I' , 1 FII E NAME. FIRE STATION ,IPIME STEGdgwg , .. OPERATOR RJ` A-REFS _—_ qg' 32" X -1 0 O nMI 11 ,. = 36" 16" 16' 16" _ � _,7, 0 m *� ,, � �� T�� 2. 0" • o D. nIti I � a D u ''mm7Cv Ro = m ZZ"' 11 o3 rw o Io m _, I Z L rn ttIZ3 `,-$63I''' i '' L '' k o a O Ism enc • 1 r '� 1 c-10.RD. (7 Z. n H I 0 If V) 0 Imzu of ~I - X ( 11 � � I-. ,k I .m O O N m _� A 0 Z o -r '„ 0 > e 0 i 9. rrn /� m� zor4, , 1 rn z jv r_ i F —I 'I ] [ - 1 b Z o D =! ] rn rn m r rnL_ 1 O Z I O Z A I�1 /\ th An O . I 0 f---- -- -I' 0 " 18" 36"39 CD m_ Z 111 k - 2-c±-,ie t°,,,,_;.,,;7.-',' sz z i� j -� -D � m 1D ii 1 0 T o p � n " 1— 7-1 — _ mow f aO D I m m b — I 1z m QO P times z CO .;?,•,' 1,,,,,_-1-...-t II a -1 I IIo AA Io J o -- _ D N -1 f m y I I rn rn itI i A@ o o>- t� i r I m rn k 1 C F /I` SII -� ! „„ 1 c) �� _ \\\ 11- go rr, ly v P ,1 P�j L----__ -._\ Z— o o T.,-k.,,1 10, i--1. 1 >r /rr`JJ �� 1 00; LL411 J A _ 3 m L I " n ✓� X20 ® I ! A.f m ---4-h � z n z °_ Z �g 1 n z u o� _ � _— � 173" 0 oA • S , 1, 1 Ag I I O a III II3 0 z— II1 _° A,_ ' miiI Z m a 1 ' '' mvn � - 11 8r= 1 o- Z XJ o I O - -Ti 0, , g I m x o -i p. _ 4 m C co 0 C �'� o ; A A _n gz r z 01 * < p CD m zrir m D o o " fin �-�r^ 1 FILE NAME FIRE 3EAt10N ,1POOSIEWilwg GPERADF RJi X-REFS • I 0 0 _ 1___� bn rn ,- - 1 rn CO `F - F"` 4 N N E_____ T ). 9 4 li I--1 �� Ill �� EKSTING CEILING H�G4i BEYOND / �� NJ j c 4 II 1 c m !� V �L/' ,- rn m I 4,11 3 3 - - - 3 o m rn rn Z z z j - '� �® z 1 , ® 411 ,., _ , , b 0 - < E.Fd ,, 1 - < r to f• ^ I 1, ^ o NJ _ P' .. n `Z I - , c*' r- 3 111 1-' 3\ _ )S D M rn� J zm o C) , V sa° < tiz C) m rn 0 O 9 4. . AJC m o m ri II 3 - Ib, p I o \ ir'I z '� d n rn V I f - m IA N r �f D o N A 0 CD , 11 rr, 4:110 o rn / %% O - 11 I 'ir 4_,E,rj . elk 1 40 - ! ,,,,03 0 0 •\ i,-,) / p "\--) /* ' N a ,,:-,4, _i , ,___7: 17-- 3 • (1) � �„ _ C00000000 , z '3 Nm hv' RI O o'q N ol1 N x n =i g om z s$ , g b-- x Ns AN o F,zo .I Ii 'INp1 N 6.DA 1 OO / ' X1 m I . f wav1 , m w cI nO A �4( - o / / \ ►O A � r_1:1 � >• rn2. - I ii ' T - i.--,n rn O o I1 Jr5 ,D CO CJ r- < `:' P-I-1 i (f) .\\ I-4 44 1 N ----, rs,- • _i -/ ------a' 4, _--. DniO x U Z � o O te \\\,\\ mp_> m z m y ` S, - .« ; o xa -1 P: n o _ �7 tnrncn ' CD m O < ��� _ . . , >n> < N � Z_n ti�T gcm z "' O °' mZ m 3 A m V1 V1 70 A , FII.E NAW FIRE STATION iPl�,,c[p7gwg A f•AFRAnilf RJf K-REES - fs' o--------a _______________ ______ ___ -a ---------------- ---- -----___a_________ 1 5'-U. r ,r 1 0P.'41 1 1 '' N� �f m pr _,, gx ,6,,1,-, - �' ✓ �z o IP TIs j ; D 11 ERE NAME FIRE S1AR)N 11RATISTIMERN OPERATOR PAt A-REF$ 0 F = D O z 0'-'1 I I -- m 3 D >,_,, D _ II l' -"I IO �T O I zi� � OZ 1 O 3 m 1 I© 1I, A O ; 0 OI X - 2C1 I7I , 3 O 3 3 * 1-4 H >� O I i A I I -- m I m 0 , \ 1 -1 1 _.__ II I 0 ,, ,, '''''\ 1 g O z N rn (� I !� _ � ! �� A 0 r-ij1-4 � ZO S � -- r 1 p I s o Dtt A ....----3I I. 3 n O ; X I I opc O I rn xi ,,I l.fi � � I j I 1 41111 i ....---1 11 OCIO ,-, ' I .11 1,, , Q rn ✓ rn o r a m < ; < r r - 6 _ rn r r -1 � H . � � � � T �© Ih m II 6 9d 1-6 5_ J 1-s 8-10 h--1 1 1 6 -2'-s' ,tc n� Z Z i t ai 11 Z 1 II F (Jr' 7oI 0 •r Ao o It r1 1- _A 3 3i. 3 v I - -I 1_ ±-..J1 i f HIII q- O O ; O ) og m_ ®'� _ oz ,, ,, ,,„, _I '\\‘i,`'''..;.,-, \ ,\‘9,://...s. ‘.7,,t , Qm% z_ 4) /' . 03 il it --=-J O Trr ®® 1 ....----10 Ivim. 8. m m 3 -_ ,_----- —I O0 1 -sI 1 i I , n o D D ;ill o ' �.J§ 1 ynD Pal; o-0 M _ m o vi < P A m� 2 nl ag Ill W l'z1 Xo p cn � Dv� - 7 � � �a �l 7 � wy 7:7—I o n w a 1, • ♦ r Fll.tOPER.ANAMFOH RJ1' k-R, IntariorPariong-VW_UFF.dfSYgiE ` ....-0 -.__._ - —_- - __ .-'a-- 4 i 0 rn f--- --3'-0" ----f m 1-41. 0° y i r— +. H �' VARIE .2.. __. Z -- G 7 4 _ Ste Dialana MOM Wang UMW 1 " �_d".e .�.. ...5... .. - ..... 5....a... St • i (f) ITI IIt'g 'k----'\r— ri N S 0 1 0 m �q z 4:1X 1- , x 14—I Ailli I --- _- Ell _rill II z .•. fild i' r o 1 sem% ,.x o - Z A Cill ARES 7_4" - p' 0" APPROX.3 0-tYP. -r iAr- Z _.__-____. ._ ---_._ r- I I r rn FT' 1 ---, IIII Mil 11.1 II.Ell Ell IIII MEM Ell IIII KM 1111.11111.1111111111 ' ,1 C.iVErix:-imii rsm C7 i CG ' mx =�sP3�'a�m" � 4 iC'°iiCCC gal . mix xii auT irj 3 II e . "rrci. g - i - -' I .__. I a 51iix6t; 19. 1� �i ? � IHE _ oA y x ® 4 0 oT E m � * _oc ono ®r G9 o� 7, ' Lm ' Z .,--1- 1 0 —N.__ rz f rn m. VARIES g_4^ APPRPR OX ° P013 , J ;���9WM MenaI�ROM � I w r it itFS_ •i0_ i 'e?-r in.—z5 maw '�..-- - $ e P ___ �_r — _-- - -c-A1•34 s l'° _ '� X o )7-:::: M; ini Cf) £ 52 D• b A - o' -_ Z Z C q Z R, OVARIES g'-4' APPRCX 3'-0"IYP. _ , f -1- __— _—_ ` Z o c .- _ 3 0 'K __ 6 - 3 0 c ,, , 1111111111111.1111111 11111111i, A , .e.f`ee' ?-xsE_3i�r.�' x! e — .���A. 9 •.g_- '� _ C i.i i�x11ti�tiii„ V••..... :n .',1".7.1,_ .�,.' ei.'m�'_ ° - r- o ax11 0 'L lig M 6 ar' ,. ., " 1 i 1 r .. � mf `•N _ :-,,-,, ,r''' ''' 1 N ij 0 F,'" l _ — I s I A . ti� o oA A o � g ® o F 9A 6` TD '/ 1 h A/ me 1.5 k co' 52 Baa > X 01 pa) $ DnD z m w w , — 3 o �„ w ' a Z=L1 z- cn CD = CO ill D cin �. = X ' " ZmZ i �iY I i'k 01 0 Z Cji •< m >_ > `• -'o m� �wy rnn�'11 AggR m ��1 (A o n T7 'a § Z Z -' �' 3 a co O m tr%So 7 F , • FILE NAME IntenorPorkmq-1A'L(ft 1 E ' OPERATOR 431 X-REFS q .__ ______-_.. ____-_- _.g. g 0 m0 I' VARIES 0. 6, 4" I' O I� c"1 a' ,,, ,', g,s -., e: i .. - .,_17.. _y :���.., r.,4 t:u: !mom snow anantmun.-_-- ! Q I 111 ox 8 x r— n i _� 1 _ �_ �. , r A 0 p PRI Z I 0 1 ARIES J 0 1` d-`' •r ' Z I I ROM MOM MOM NNW MOW RIM=MEW MNIE MOE MON WSW MEN CM=NOM WNW WM CA NAM WW)WWW=WM&WM rn ��EEEEE••_e__M ��F 41EIN�M -mum maw ems wow \ elms maw mug Mart MUM Mae MOM Man ,1 MUM Mae WCOMIN MOM i 1 -.:.. . .{ rr otip t> no=K V) m °--1 rill i Z + *_ 2"2"2" I 0 ; ARI_ 6' 10" [1'6" 2 0" APPR04 3'-0"P.'P. Q _ -__ UN- , 4 a N w 1 yyas •e N-e- peer a--.e:O e o I— ti rT1 p, pm I 1 x m A g - o ; X-1 p% I b ® N H o'�g A An -�_n ' I' 1 0 ' Z z = I I - oO 1 I 0 I -0 `— m X - w t n' H p.y re `). Z z r z a S - ® ----- ---- o 0 z " A n $ s z r 0 rn z „,,,__. 1./1 (r) N ��� I I1 - w Qcn Q 1 II- C( I III ; II!;uIiI.1 0 90 r (n T z i I TOP OF ILL TO MATCH HEIGHT OF EXISTING VINYLD 0 m Q -y___ .--- r II' rn xyn' _- 6 i r..,,j,, MIN m m _ mil' r A o n _ _i__ , ..: / J rn Q Z I 1 D 0� I m w cn m m ' m o u' < �._ff > A �� (/) c co o u mF z= € n —I o cn pc.Mzi C) m Z � Nx N > > •�'�� "- "O r- PT1� 1 FILE NAME InfenarPorking-H4-NEES4iE OPERATOR RE, %-HEFS 1 1 0 0 0 1-----i— g Ill z , 1, [016 r...,/ ,,, / r i 1- , nit "' , ji r-r,iz.>. z rcl, ..z.r., c: ri N p 0 F�y � f x A C7 -� ZTI -..'-;'''L, m 1--1 _IA' y A ° • p z p m zm C) _ mx Z o£ A ' I Z m x - - - x - `z' C s� `a i D £03 - o DO C'� n - 0 z o N �' 9 A£ C vi£ o Z C C _ c'zi o f c i m L. �"� A g o o F ® � 8 Z p z * !_47,, G m m Z Z G)celz S , z p ).- r r I zmD 0 _ 0 0 O m z) rmiW g Z rii v, Z ''e ill/ `) Z MI IIS 2 11 — 11 L-H--` �.. 1 o1w,.,,-,�.•a0oom # Z 0 , I 0 m v rncn mn owl o _ i-_-II- -1__.- 1- -I �_. lir � 0 FIF olo 2I*310=2 2?I7 F,Z dl m i O OC , 1 OCS I I I 2'2 I^e' ,I,, vin "s.� �"o2d,cl2ql 3y * G fv, 0ei W ` gf1 F z n sz313=, d! 'Il' .I' - mM- D m V ,>5 i' x � o � I '28'- f'III '' =A I S; 31 I �I s,1 0 03 -••x c o A£ b rn a m m m 3m�gm m m m g1.3m-3._.._Tm W 's c., - 'p r n£ F 9 k 0 I r ° 1l o o I3 QIo_11 p s . o o 0 '3 3 = 313 ,., EV • Inim r n In DIn 11 n In Io ojo I -f -I — I AA,A AIA A AA AA AjvA SAmA AIp �Ln I `vi + D o mm I mI1 ..I. mi= i'I "0,IIIZIT, � n � 1 25< >I 2 j 1N I_, r m c X D D DI D 0 DI a D EE g g g gI N s N w N A 1. I nln 2< 5< C.7:.' Z 0 1 C' <.o_- _ _z o_._y._.. o v y o o �I if_ o'i=8s1 x m'. m m-mm DS 4 0 { ms IS II I ti_ :tl Z -1 S ii ' too ,4===,-,, `I J 4, O A m Z I ° I 3 z* p 0100,00'G1411.0000000I001y A DZ 1 j I NI $OWImmWWImmWImmm*1 r CI Wlm mlm co co co,co m com co waw co co co, �x I- - II it j H ml I ( m �� -II —M mI T i"la i Dnp -�-�-�I1-�-�Oi I-��-moi-a��'���-a 1 ..: m O m Ci 010 xI xI2 II k'v4° Ax N N y 11 I 1� � I 000= 1 o 3m o 11 ,- .. ,, 6co 00041 010000 0100'0 0 y y i_ a A a�'N05- 1 N *I*9033'03*1 5x5039 W • 1.1 Wim olm 0,m 01...W WIIW I II I II !e o o o O on_ '0 9'VI V W '.a -o V UI'O I I -I H , 1 III 11 1 1! 8°°',88.3i83T ml T n ( DID D D D D1 XII y ><"i - �ilm 1 _.f II 3 3 3 3 3 3 3 Tl �oz�s"��" zs00i00001 o I I 0 m ; -- - 3r II __... " - Id r ._ IWco ',J,,' �T , � O a+ N cola,co co m W n n n � � -T 03 T -,-� CO�I t T ZrI 'z 1 I (n= [i4'••W•=• vin Iv ro v v v v v vI j 4...<9.6..s9_,.< r H m x0 I xl _ .1 I m Q 4110000 010000-01,._..0000 N o _ - _-_I I. 2a_-�' o Cx WWWm col*cooccrcol *`oco, -� 1 , IL---- ma 9{ mmWv v"vZ I' m I73 110 m W WWW I -y- L_. i- 1 D XIX x X IIx x y _ I . z I • ] AID Gll LSA AID g? D D -'.a-', D DID RI'al �I ,1 II 0_4 w m,Iti m1m<1',1,H,0!i-n+ml Z „ 1: _. IIS �I �o o I Im "z W II 11 .a< a... Dn nn9 nnnnnnnm +--- -----k } 0 o n��ti n o 11 o 0 o No n n"i II I I 1. I it m blit,olm e e ,° i� m m ea m En m I.D >1 b a • _ ->A 414'.1 1:I b S CO F i',1 <z ,0°z A ! ,n v.Ncn u. N z F Iy D II N r- 1 R-I i2 8:1 3N x 1 g°Ag'o o m -D :92122.1"4 E u 3 3 3 D I xi nv n T 1 I" �I 8$ 8 y I 1 ' I 1-1_ i ,_ ! i T I aiCO ° �� �� �>� oo m Cop � � =s 44 I � s � � A � DnDI 1 E4, 1-o CO to = K cn _ 3 ° ;. < < m- z=C1 �I mm 0 1 � � � � � � g o N �n mnM Non _ I� 3 m • ^ V1 t/ T I Cl) , I FILE NAME IntePorPorking-H401E A F OPERA FOR RJ II %-NFF I I 1 O D Z 141_ i 0 0 II O r C rn m 1rH 1 -i, e o 7Z1 '11.111111111[Mir ‹. P ! i !pit, I 1 JBmonliMENI r� N z r +j _ �� ii a�nrtII D p p Jr__ op 1 9Z 1 .. O oo I �' � o zoo s U p =22 1 I 1 11 xi 0 ASc -�� O2p, v � 000n N' - 6s � I I ®�� m oo psi W A A A 1 I 111 ?,.,2 ms CI 2,- ---'4, _,I1LZ00 :-;',-,1 ' -'' 4:0 0 r a?, .r'r:, tl rl`g 0 I 1 8 2 VARIES * rn .� _ y,____ ", 46 r' O m Z rn ®=m n _ n j11, I, r r°-, / 1I 11 ` II �. :h II� x m s Al s � oW m Ao> Z x zw ii! Ill H �A I o n 3 0 O rn I-' 1 z o Z !m a' i ill 1i� -1I 1 Z g'� Z � Tim I ° rn- "� Z IA o = m rn A A A O 1 610"R.O. m o`n 2>o nmo T -E,' A i /r �7Ir I� nAz z I 00 i-r _ Z O 1— Z 1 t1 d i 1 3' v o a,ul>000 ° I0z 1 iIog ill rrmO -mrE . $z 1 (. -7-1 A� mob 0 M I c v z1 Z 4 6 _*.1,, A , i.,___ ____ 3 1 ll (I) (�1. } Irnd-n Il.' .o.rWo ''''',-t. ,=n7o m I ON mIn 1 Zc o 0 0 0 0 0 411 m 1 "12[6 �. 1z I �1 I# I ➢ 1 w 1 n C DI, I '' (➢t Z _._ 7 11 o3d! rn Z 1 1 o N -I 'z 1 111331 -' rn 2 I II rn s „13 III 117-12111 -.Elm 1 — o S IM -- - + F v _ ,; 53 0 I 11 ; PP,' x x g l D Z a. ki A P> 1. m s f / z k pPpgJE FILM ' REFE3CME FILM' 1 11 O Z X - Z I ^ a QI A'-' i G 1 u 00 1 - � } m p m [ i 1= pim N mm m "lr A " m I It: _.I —__rrl 1 m r II ^IZ A A z A z 11 ' aivi; o-,"?.:,2,2, 7,2 v c 29 a m d O - m 3 3 =z,m '4c o L9_a -%3 ,off ,3)4,- N m l � PER SCHEDULE I I 31 ""Ti m I aom,p 1 a ll �� u) IDw = � � 3 o 1 0 0 _ Z= wa- -min D o o= _ v m 3 *ri A ' -t. m m _{n s,a D=i=rn o c�ii D O N -' D ZmZ O 0 0 0 O - . . i L . , if 0 €3 11' 1411 4 4 i' '1 'j f..,, ,fe CD al ! H ti IIII T 410 z 0 XI G> O N p rn > Z b < \ O <G 0 O O D W V X X V) ) X X -0 -I m 0 O W p X D r K91 <0 ➢-9D OOCm ®S 0 C Z q 2- . o 0 D nr Z > CD m m X= O x n O 0 Tm C r O D m 0Zx D OrZ5 5 n = n n 5 D 5 mC O CD Xmmm GW Z Vp -I O Z K as m 5 m S m5 Pi- KM K m V) C ,a..-- m m m O V) r D mV) -I m V) --+ < D D-r ➢ pO O Z Z = m < , m W C C m X Z T -D W D O O C r O N) r - V= AZ n VC - 0p u) m II' < Z Z Nm m0 Z O Cp A V) m m * OO zC COZD O ri D C) mOnO - ZO). Z OZO -Z Tm Nm mC Z O rn0 ➢ m -DDO NC) - z TO 5 < 0r Cx n N) - mC5 Om mmW n Z A -1 OO 0 fO 0 T `Z O ➢ D O m < z -� m m 0 • GN p ZW m Z mTX m m 0 D O O 0 ➢b X A C - < z OOmn y n n , z m CO p m - X tn CD co M OO XDO D n CA -1 O 2. m Z m mOZ m ,, m0 CO N m = Gm m m -IO O p A . m Z m v ZNm + Xm OS X X N ➢ N D m C < O A MZ0-I = m yy z 0 m Cm Cm7 n m N =Oz - N Tm O 2) 0 - m < C 7 m W m m O R. m '-pO -1 O -f mOZ C Fro' r z C C m p Z Z C 5 'U 5 O 1=-- 2 0O N N N 5m < o p m m C mmC 0 mT7 -i - \ 1 b m * m m Z m 0 m 01 -0 u ^ z W z5 m{T ! Lo O momNzmz yog z k p o D c o < o z o m o C0 C o � � cO ➢ x Zin = Z < mD yn � rn � Cm � .n � Ban � oO' I Z m zrjmOmyho N r VOOr T , Z 5 5 C m n p mp N > x A 'y$I2 -1 yy _ 0 = nmO ZVtzZr" mZ zm ; 91 * 0 m0n m�) rZ r r - m m Ni n -, r n CD z tri la -I Z Z O m m Po s ➢ _ X n iTO ( m nn C ? n0DVz0Go - m,..4 N � Mm rn A < X .-4._ T -11 T-7) W C -, -, * (i) � 2 5c WD DZ mmA Dr = 0 - DF_ zNp O VC NZC DOn O▪ N mCrx rm A n 6 Ol O 3• m Am TC W O n v Nn ZvA. mNo o (m nW O m) v m -<W 5 -<mOZ ; G Z O m 0 n 0 nm p l O Om \ m Z Vv O m 1C CCON = G < -i m < rt b V) C� 2m <n ! Ct- - _________i V 0 COZ O@ TO zp GZ W cZrO D =1y 0 z in . z oO z m0 5 WZ O m N A N) o TN< mCm Xy0CO ` N O = Co2D ) 0 - ' _ n Z 10 m. _2_ } S V6 D 3 ) m o 0 O r m Z 0 IIC- D nNm , Ln N) 5 0▪ R ._-_---, _r;,, D m Z S m m N Z3yOQ { � mr- m - VOi O m N Z -1 N p D A ZO m OZ zN -10, 0 , n C DmO G7 p Z O CO CO A 5 m OO O 1 Ci � O 0 N O C O O ➢z m D Z D n N N R. Nm Sb ➢ ZoO m or No orD v n O Z onN -�R x 1 mz ZN . D m m y8ZVCOD C rm Yj m 3 0 vV) mOCD = NO 00 et - O p-iC-') � y N mVC 3m! TT 9 I.-+ 0O D OC 0z 00 N W N ➢ rnn 8 o c' Ztf/ b YJ N Z 0", CD m-� mo { m y _ ? ND O mNC op o m O b V) NVM r OWGA OC➢ O c o U ➢ C ) 0 'IC mm O u) Am V) = N pCp N cf)° O Czrn n�[ z mDAmNm � m D coW � � � � �I' 0 1A N -H �� � p ~ •mD 7 - Z W *Cy {{` = co mO b Z = Z < mC m rn mm \ O �(i) N Z m p mVO = 07 p20s) U O nO Dm A O 'i HT,' 7= O mOmN � DT. Or- � m � �5 5 5 Nv, � zG rn P $ Tyl � zr O p N m~ im o O D m b n9 U' > bcn o o)" a i- IQ I Vm < - Sa o z - - c' m ( Cmm Z 0 ohDO n zvzc0Cb 0vov K < m m A � r64f 61—I4 - Im y 0% . . o �� N 3 r r O IIIIi! _ Z3 m ) v : CCly ! F _ A 73 iy -C n f N G rCCN'Nl) 9 Y T p ZI� ` O O' m m O7 ➢O --f--1 O6 . 155DDOm8SoOo = Oti n7O= mm ooD ZCV n➢OS m -mMCW �➢ 01ZJO m=C 071 .O Nn0ZLrn Zrz00N `9 I9 C' C m =1 7O ` C co <W -I NZn g rN) O Op Qu 3 m OgTzO77- OCrz xKZZ0 O00DrC[n D OI V -1inmm0- 07 oD 2 ➢ () Sn S mm z A - mflm -1m;;,,jzDb➢m O p cC ➢VC W ny , C D N. Z25O oZ _ O O -1 o COm-, N Z 5mm m 2 ym i yz 0 m O m-+ N m -1 S D o z VpmC �=aiyO 2G= pmm 0 rTZD m5O Z DO• �v !* A ' D]SmNm< m---,r1 p • ) O mnm � , M (:rrj rZO N m O N C V)mpSC m - =(OZ ` Vn O r S m o 0 n '•-._, O�ay ,,9 P >,-1OCOjOQ NzmnOrZmO.ay ti, m A ' Z mm0<= OVZI z > , WD cn SO� TN Z SOZDOmD INZZO m 0 O Zf p- Gn y p ri o n0 ODOG D OZZm Z j Z A Z m O i OrN m - pm' O I r mN Omo = �SD m m N oma z + - ce _ _a7 _---F__ m W Kmz -1O0CC0 mOS0m 7 Z - Z m V)Z O n C5ZDyz� ON zCD-mScnD O VO n m D CD D D W C�O Z Z • m Oz Z p Z V)-i m OCC7 -mm m ya FM- XOO5oCmZ IITI m - Zro IIrD D y zA m Z4O mZ yZO Z < p L 0 Z 7p m Vm g m vCW O mZ o m Z D,pm N3 mrn m CO Z )W Z v m n zDn yZDND ,, nn00_., ._ _ m S=-0 Z mN m z 5 co * z C) rn OCm m n0mOti Z , < D VO K0y = r zm mO OO z OW` 0 vOQ NCI1 -- m O m' N - Z C co co r A p T n - m o r Z O VmmZz)m - - mmm r 0 0 0 in m y p O m mO N O rnm m p mz33 = m O O O m m mz r zDN 0 E Z m _ < _ Cl) O n rprnr pO ti�- ZO m ooOO m D XI >,. c OmD C 0 O D COm m3 mmo m _ z ° omm • c� p � 5Zc o o o r b -im' D M^ - TmU C 'A = Z cNm * Zn-iD HZ K = l . AO _ �_ti. r --zm<tiOp z Z O Zp• ANmzO � OOb C CD r,_,_ Opm C ➢ m O PI zr T _ y p V) CO D 0 O S 0< - mVD 6 O zZ _ OZ Or cO ➢ Orn r z n p TmD DO 'y Z = O m < Cm O 7 O O O W 5 D _D M _ N5 5 C7 coQ O ti mmOz <Zm 50m CD T 0 Z D➢5 m= o N) O m 0 o• ➢ Z m X r�iDv)m j z n 00 0 o t gN NM 0 V -II lii ' m �I�� y I L. `i < S __._. ..----'-'-- -. -- 0--_T ._....----_ ' o, N r �}, m - Z /� x A A .201 O Y • i Y <I KI . m K D m L J v D D C m D ,cc,?, 7. = __ m o+0 m O ➢ O O n 2 2 y i y z C Z I' l ct z P m- C O y p p r 2 I < C N m r 0 -1 T m n Z Z D • A-}4 m = o m O a m-- --_- ;- --n--- _ —5 13 z '_0 0 o r Ip F yy Z p (r> Y cl D A D (n Y Co D A Y f 2 A D 3 r m l /� Z V) C V) S A — N3aR v I1I O{j{II ➢C➢ A _ Iii cc,_ rZ rN _ -' o ' corr;; C ZD DriA b O I0Zm < 2) CO 0 0M - m r z _ o � yy - A > w+ 4aoiCco n SFA m@ A T nO mx A' M N v D O iO Ln' sm ® op ^' A CP m o X tii ovi x wy n a s " m x Q c x ;'• m 2I tiOmc T c� m C *O Z co 'i 6, mAb Z R mm pG +t D yIo mg O m . y 2 . i T co m RAO9. y - O '33 O Z r O O On rn w Ofn y Z y -) z 2qA( y Om ' C A n pm Af c IA k O K O n j y ' $ O WH nhi nG. O Z O mO --f 0 Z OD 0> Aomm m O yZG v. Cz A mp lti6 O r-'', 9C. D r Om m sZxz O m Tl y mX O U y o m ()I m AO ({ A O 0 O O O rwm� SDG • • • , . . . .o . . . m. . . , . . > n x _,.. :.:...4; : pp — _ _ ° m•V vem ■ I r ' N So q a <)> D m aIl' nye >c". - mm : :: :f �. , : : 0 D mm opo �rl1 V i F ° 0 ° 0 o �u�cs� -.0 <n 22 -i mm m 5 r=0 mem <R -,me Z m< r z m m n m 73 X O m O O m A `. m Cm D vm vOi T O.X m�< TJ N m L7 „...„. 4,/ , \ O �\�. cn goc 0rno� -ZG n o� cnn 73 m m r I. \ 0m wu , 'moo z 0 . _ ,ZN oA, 73 o= ,, / � n Nr ry0 1:1 l'� � v AD -4m W0 O Zm z rn C)m O r D b Z I -,c) co, p O 7 O X X r-�N IN ^m -'o p l_ O Z N X rp*l C07 C Z x z r t l J zv0 n-�i Ozn� �Cmi I r �E,! _ p Z 2 2 m z�0 v-, I iDpy Oo D o I D oZ � A 5 � I. z 0-. ro yy c ' m z, '- zoo x -,',_ I o 2 (A-d-i gmC"J -Ib OOHS q] ZD.TI Lm -. VJ ��1- - . '..I � p O COO =r 0 O K r D D m O Z m r _ m Z__ �D D �nCD 73 CZ mcn� Ooh �� 1�, 0 rrr m O pCmbmp CD C) Mil ...._ - < T-- 5 ZN Z< Z z 3:CD z n Z o-,OD m Nrn p -1 O 1 7' O r m�m O Z r- N j SO X f X O CO Vim* -ZDrn, :D ;Z� of -- V) z:.---j. / \ O o f A N - _ X 0 0 TJ n= -Z:.=X Z n G 7 / /" O p C CD z _ / m O O O-0= 0C7 0 -1 m m C� N O ID rnZ OOmr-I ZpGp -n / -n m0'3 O Oxx n =omO 0 Z -nZmU Z N `s O m Z 50m , <Op ��-p D0 ,-- / O rl � _ m vO mm o < xo >mm rn C p E z = n _ OX oOpc Om O D O = Z"� < X z OOomD - z7x r c cpC < OD /i O //I'.� z m n m n m D-1 ` -imx, 0-1 pm 00 DO m - ZVJmzm A- p Z cn Z ,r,C.a�iZrzm � A ip R. mS D z<m0P ,Z � C <m ,5,--5 mom, 2z mN Z b-CP m /.. _._ ' _ n 0 z z -1 o CO <_.4 O_ Z m m D CD �� CD o m „— a / C O x m C p C r C �• mCD'�rip m '... m ZX - ) / mC2 H _. Z Z 2. 26X1$O11111 :NN„,......:.- ,/,":, 8-8 dilkj , / co 0 Z z 0o m X n m --1 a y O <-,/\''‘-/ z: m X f N C „. , . . ,,,3 _0 / .,..:. 7 /./ .. 0- D �� 1 x x or W co co z 0— 0 ``/' m Z -g PM oil o” poo ��'> n n OD Z r-p O VI D EX. 26X12 11111111L IR D ,, Z -10 �, O z D m0, r (0),'<7) m c 01-O �2'2.n.'m N� N .., xpz xZ... : C 0 m b o, A- o N rZi ND O._. m m o n -i-� _a O O 0 f 2R GENERATOR / „ x A O DI f I I o / D r 0 orb� , 1 I i X o n 0 D Z m O z Z m; Ni o m n - , - .§, Z ._ , 1 o O z O -13 1cm C) 8f8Tl i 0X 071 D D�I Z i s ��, 0 0 0 0 0 m'_--> 1 I (1)n 1tim.o -0D - o K , 1 Nom, �_ • �� _n , V w "c 1 cin? ! P -' ■ Cn a s.�' ° z D 0'> I fI �� �� �� z O 0 0 0 0 ' 0 . . <r/' . m ✓_. '' �e. ,/ �. /73 . m o r < O / Z 01 --- /�; 'l mX 2S8II rm3. mK� O O Y-1mU,0 OX � O ZJN Om _ ` O N - 2 W r ➢ W Fl D. <n cn 73 =cn A b O , ➢ Z zN o O Am m 1 mzz - zz ,m -I m 0 x rn a C) I .. D z r me m m O T�T m V W O n ] i cn➢rn m 0 c 0743 : 0 0 0 m m O mcc Z O T , i tm 4, 4ml+ r n� m� TI? �� ' O m ➢m Z 0cn➢ U) w rn g �- O TTN I izi Z } 1z I } I o<0czi 0, cm-)zz O �o� Co 0 CI, of o o m N x ]7 .Z1 XI x D Z1 .9 A SI m -''''2 .T~l r(-:";) ➢ X 0 I.,o o z 0,0 �z 0 0 0 0 G � 0z F,r(-7) ? T.u,10 0 m O;O O:m OT O 0 0T ; J44- b-, �-Z � mv t -i O -f p i I � I T —1 '� z < 1 '�I�Ig o olo, i� ��a ado �� ��m ��� � �`� ��ul � v T 'a m a i v v;m v -o v v Zh O z 4,➢ m°I O=0 Z W'1"- = Ti.: �J I 1 oI C m o 0101 o o 6I". h 1 1 i s zr" ] , 1 fo v Z T wi A n /'' v 1 = m 2 m 1 1 T m I T fr.":i [m I T r-7- m < , 4 X 61 1E o a o i o i o 0 o p� I �J S ( m. m m j m T m m rtl m �m , j� m ( y rn /,) 1 O C SKI i< < <i <,< <,< < .:<--i v / / ----1 0 S ; I i j /r fes✓ m !. % O ti mr' .` ma o ' c Cr ' co O A ➢ <, m m Z 41 m.< 4'4:111r I I Z m Z T_ A = 1D r' n ® >m �m O w'O �� v N T / b T / LI 0 I) . m m m x m 0 Z cm 3>m Z Nm Nm cn z -0➢ Z .Zl O r+01 Z T O O O /. I O 0 0 0 0 �� mmp ➢ � �� �Y� O' _ l V 9 - X P -i Q' K , ,...., • A r/vim NT 70 j T (11 yu� .Twp �o D 1 1 ■ 1 II, N CJI < < c::. o CD 03 `� �, v n'�. _ ti _ m rTh I n °o o I D co o �' 3.. m -1 ZZ t0 2 U U n �Q a n TT�� j _ 0 0„ -,m tflN70 O 0 0 0 0 CD M A N A m C mO m m o m , 0m0 n m >= O Om D= P cm")2InDoD CZ zO Z CD=D -_ _O z y o -4 I 0 0 Z <D *D ➢Dm. m O.Tip Dm ODr�� �O oZ O �l fT�A(n -i AO O m Z zJ �SAm Or 2SAr Arm C -ICS r m ZrOAADGZ -i 0 m -< 00 m 0 D CO x DOA rr mAr Aro A 2Am r� p OrmmZ O AA-I8COO m Z O r D O OZ Z 'i AOZ C Z mZC') 2 !°2-:,,rilji--;;J:7-'6-, AD OZZa W N Z D ON DZ CC)C7D= GAO mC p0 A mr AST. A1-7- D 00 -.j �GZ� ti 21 zJN N m NO X -+ o O O ZmpOD i C Z2XZ ZA z mC)Z * n z70^�: -Ti C) xc ON m pm aA (nzc� O m- DA DZDpZ z Om C �� ➢ Np AC) DA -1-{AA a mZ p AZ D !n KU)O -IZZOA '3 �c p Z Z O m 2 0 0 Z A ph G7 raO m O A (nom -rio C) cnZ.m CromCr OD DDcnCDZ�r <m m rn '-� D mm m0 G7 m'�2 ZZ'AL� m AZ (n Z Zp Z T An zo .TJ oc7 C, c p�� -10 A.LJ m ITl D➢�mN-pc D A c /V o C� G"� A z- O p t- cn O p o O m A D m O p O 0 .'iJ r n o0 0 13 o Z O rmT i Z p z S Z z S M T� Z Z Z p O m C A C (n m Q7 0©Z mA 0. O S >, Tl 2m O m m C)OZ Rl NC7 ADfT1 C) O-(n fn (n mi(c) A ZC)C)8mOO-Ap!'� �- C) D r-> O- C 7 m p 4 'D A A (n `2-p 2 Z -1 O A S p Z A D m -1Z C(n '1 mr z� Av D D mm DC p�Or DmD D D a. OD D !!!!!! arm �O2p z Z o m mNpD -AGrZT 1 mrm r r rA r C O m O D ?-{ tiN �. p O CZiAyZ �� C OCD p CZin A W O rnO AA�jr0 p SCW / . vmi z DZ _,OA rZ m D om iTi O AV1m.Zm7OmAAp , X00 .1 0> - Zr mrnr °, 0 viA AO Ap mZDDpO�OOm zE 3 11 ,_:'� Nj m.� �mg <ZO (n 0--II u > pDZ09ZO m 0 3 '.-�� / -m- C� p G- z0 O -� -< m r p m•O_-1 D O x D m„O Q O OG r I DZmm,,,ZW ZAp iii! 1111! F �Z DD �ZD mCo �-D AO pmG> A 2 AG O r- r r i -1 m C r O Z Z f Tom'I D m' D m 0 r Z M-A n p A Z p Z r -1-Vl-O NZ m Z -1CD -i r2(Ti z N Drn O�rO- pm z m0-Dips o(n ZA m>c C mOm p N°C0Z Z`Mo I: ui!IP . ui ! ] D A O ax `- OODrG-n = (nri<ii- AmAmoO •n-1ZO �OltmC'JAO> GTAN. ' c c Z O C A r-. .tel r p C) C) A OOO N mm ,m t J (m/7(nm AA xCo -i 7 GOFM Z Zmmm O '-O m z a o D <� LI. r 0o, 7 O-1D W z O Z 2 - -Zt 2> C)° O O z O D O -D Amt m 0 Z. m -i m Z m O m N A N-, O 0 D A x O >N o A Z N r- Z N O m m C N O m> OX Zi X m p 03'0, o-O O r A A m O 2u) X p mo mCDO -i mCz) m / Zm CJ-,m, T1 Z.-Om , , ' -'.------4-1 ����nz s 7xm K `--F—' j •- c 40 O D AO��D G� ACDm r % OZ DD 7 I v Om is mn /� Damm _ - �C 7 A D� m • I 0� 2� = 1,,'“,-, A8 Gz R-A 1N _ o� Drm^ a c, Z n �� 0 5)� pZx 27 D DD ma m CZm a�A O 09 -m ♦ om(nZ II 0 m m r0*iN Z��� Zn C �O co Lo C -0O A Z ' 0Z 0 C M O U S �ti,Z �I� Z -1m �� A K O (pito w =(n '411111 pm O � A � ; ONm �",'7 n Op 2 ; o m-i z r.�z J' �. m -� (r -1 X 1 - m O A AG` -1 -0 A O< m D \ m N alms NO �pm =X ® iti r mo� M� 90 • 0 T o0 CD h T C 0 0 mS :X X.-CmlmCD 77 O Gm � O M 03 -, m -Ni �' �Z '� O p ----`Z2 DN 0 0 D D m - - > -IO KO m , C r-< N-G Z • m m p Z M m m m D m C Z 2 X m '-I X m S Z (n r 'A W 2 r rn z m Z-„, �Z cnr U)p 0 0 Z 0 X U34, A A O 00 m m M0 C (11) CD 232 TT A- N O C ----1-> v nm o Ami_ A c A Z A op p r o zZu) GCZ v p G) coo p N 1=M -=,.z O r r= pA m 0 r n o M 411° r'r4\\ W \ Z \ OM m CJ o= Tim CD L co N p m r O = m Z I N Z N z m L, mp N m m -oz C -i : G � 1, p m C mD T Z -N m N ' p m A A .1_ Z D D 5i m .-O im- �Z�^/ 1t��„' VJ Z N m - `W m D 18” APPROX. ' 2 o r 9 '-101-I i•i!i-I P ' OUI (n CI 1,... D m c m f v n 1//i / • A O - M-9 O 0 m p N n Z m v)C O 2 Z 1 o> O x >z m A c N mm • C Z A _,,,E_, N m Z -{ C)O2 0m zO(n Zm• O OC 0 OC -1 O C • r mm - <m M p M o m I Tm r p A < Z m < Z A < C/1 D D m D -<m m D A N C < A < C D r A D m 0 A m 7:. S m u l - (n m OOD -I A C A A N 0 p m A m m co O A r C > K m U) m rO 77c m O D Z O -Z-C O m A CD c D D r Z N D CD A O O 0 0 O T r.i T d D ,p.,111.0 0 n . . 0. 1 1 __ , , ,.„ ,,,,,. , . . __, ›n> U C!ji pi N O vi < u x P s C- 0 ` ,„a = K , m m • $ = cn 3 0 �'.1�� m n cn5. o d CSD Ci 6 Of y °°" To 1. m Z_ _CA) IOr _ • �� cn D o gm m •y Nf�� z O O m W C) o `� >y m 'c n , U'_,� D + fl �D m fl� .- co m Let to 70 • <. FEE.NAGE PLOT.DATE OPERATOR X-REFS 1 • • • • -c't - �g >,o� :_,,,, ' � O Ii40 ,,,,," ...., r, r,,,,,„,-: 1 r I1\ ' 1 i 1x t42I z- 5 z it �4, xo i22 -i _ /i Av �/ V �� �® , , , ,.,,,, ,,,, , ,, , ... , , .,,,,„ , , .„.(I, 0..??,II -,:, I ,i' :.,''.;.:1 CD - \ •a/I �►• - I ' v �� " v A A P r— @ � m �' (�� �. r = • z 177 A �� w n\ � / v> 22,,,ii ra ti l' . / . / -.{ o z \<H 1 \ . / /.\ ✓ c a_ 11 I\ <11 -� , _- �„ • C7 - gym 73 .; mn y / p �� r a• D ' °\\ / /> / ` ,;‘,1 f cZ .� j Xi: .\ I � i� tgo r � oN F.-; 11\ n L. ti ..- I / � ,*' �\ is� � rl iii -. .1,� '�,-I � ��, +"' � �� �,I . ' -a I �EL� < �m S� l/ X n `v 5A. / ... , r•-,'"' N ��,` O O .n • r 1 h /,_ ' \\0 A ,N� X, a� o•/� }` I z m z c -0 , / �N n \ ' Z 2 410 _ V \✓ 1 , , 1 o -.4 ro O n 0 . \ \_ ', r : A rn 1k \ 41%11.i 3 k C f / �+ a x i t o 1 '- rl t I !, : }; �� m _ I � i�Wi� n I �� x �' '' h \ II ! TO I d1 Aj OOm j ��{ T�1 �o E xY, 1- np • • cIzo • I�zrJ zIf, I _ go 1i j �to, i 1,1 Axv 4 II l / z m o, �m t i „,-„,-„,-,„,,,,,,,,:,1 "o0 21Cr11 mpzx v1 I* mt,o 1L�; I1 n z --J "+ � I � O x 111 ` I cmz 7o�Ax /� � �i ----- o / ni J m�l Z~O / 'an 0 „,, i o �v11 mA - zc� ,,,r,- lilt TIT 1 I _- 1- ......., - 1 -- ® 4 g 71 o o p .„ op Ili ly -I: }I 'I--- ''', - 110 mn t �— „........... : I 1--_ IL �_ -� Zp Of, r f oti m -S ,I' -' 7, il cn re Fr" • IY) !I:!-I - .. I= ay.`•, m'=•� �••• ....{v� ` I / D o• '.. 9 en _. _-~. '-__�- r 1�i 1 :4_,:or__,,„ .,,,,.._, lc u f, a Ig0. � � ��1 `o'fto,� •�y ! _nA -4 i 1 ' i I i rI .pIIS, 1 w - �1 �-� - �Ir-o rail r�ii c�z .1 _ . 0 H -�- ft i n �+° N ,/ I' .a 1 1 col i I-_ o C r j 1: i t I I ! q o f 1 • q z ,,� 1 j as-,I,--76�_. r,� ” n I— n I�Jzy t o x x r ,, It I , + -� ; --'z � mom_.. I ' -\ F � I . Iv A r z "n "\_. ' / 1 m 1 - Icv' �° �oD ^ I f—• Z t I / Y /,/ Z m r I v. / ,�, , 1...„. ji t---j 1 - \ _ , ' NW 1 i j.,, Ld,„ tA e 4) k do A (-9, 7 7 \c„ xc,m____, x n. 00 R'-6 +�'�r S T ,t-- - 1 ,i. ' f, f s3 . '� 0 D T,,,, e m o ♦ • I f— • • • 1 Ni Pi Z � � � "� 01--__F- D O (Dca . -, 0 -w C �' 11; �Pp 'a o 9 .4. ,m'a 9 � 6 m + fl: y� mn o Am ati mh. g k.-...„,‘ ;-'. 4 6. 4 • • e FILE P411.1EPLOT DATE OPERATOR X-REF5 • • • • • - . - ,\/;.,„•, %ga1 ip i,,1 1„;', ,''7'©__'..77P i18 0 2g 4! ,- / / !il ti 0 „---j ,LI / I H. /- \l, .1,-F.QT,-1 .,,--- HA H; / , igi , ; t,- ' H --- J, •01 • 41„„., .1,,, ,,., . , ! . 0 t - Li - • - - - ‘•,..., ,>, 11, , \ , \ \ / - --, , •;:,,<,./ III 1 1 , 1 11 i 1`. ' - I i 4110 I ,:w ... ,„,,,_ , ,s.... 5 1 1 1 / '"','q''- s',. 4k'r- Ili i i z 1 I gg6ag 1,-- .,, -,L. . 0 . ` P < , ,,, ,, ' -‘ .,,,' , 1, 1 1 -?.-.5. `i ,,A, , ' i ( I - §'', 74--., fft m 4 \\ - ‘ - ., -' 1-io - ••./ \ , -;,t- F1[ ,[ 712. '‘,>\ 11 1 t111 ; r-,-- 1 ''' 8 \ /0„. _N - ,/,,--,_ 8 \\-,:y \4-• igil A ' ii kJ X . 1 1 • _ ' I : gro2 - /,,,, ,-:)•' \ ,,.\/,'.9.,- , CD . ,:, › '", i , •:--2. ! I.— .. 6s -T1 -t\q1 . \/ ....... c r- / -, H 4 i 7sLlicA IL 0 $ 4, ,/ 1 [ , . 0 7 1[-I=1• •[1-7 t- a.: i'> 8,---i[I --- ------=:=,"------1 ,I gm- -', 1-- •<-`, i 1 '71 .,„ 1--- X i Ar-ow i , -_,k,'^ •,*,;`, ., ''' -..? ,, iWig I I Z i ---,----, i, ',--- ",,- :_.:, 'R.Ei!I • - i,-4I -8 • ig: I i il f,0 il , ko d q II DA( ------71 ''''-* H• ,''' '-' i 1. i',: : i (7.'2"."!=r-7- 41 1.,:\E,--, 11,.."3Q [1 \ ilk 1; , F„ mg li 11 ZO IF Ak '„=-; .i„, NV ,1 1 :[ ' j :, z ,1 ---41----- ----,------------11 '--='-- '. 0 ---75— 7 -721 IFO il . ';114 ,1 s,•-• ,, , , ,-'-• ,„:, : - _,, , • 1 ii TM, ii-1 L . > U 1`04 ------1 o "--'--7----)2 ,,„ m ---, , z / o 41 ii ---,1 c @ r--.1 ,, Hi / / m , 1 • * `R-g R us • : (_) I- x m ,P re 1 2 NIF1 AMUR'iP M gel': ; RE'q ieg 7..i 1 Tgl gli ;-9 0>4„ _.8 w -, I[ - •_,, ---- !1 II 7 CI I• .. . . CD ..1, .•_._ 0 il 1,6 j1 D,1 r [4(- ' „ R; K [.,I -§P 114 i' garl - i • i 0 q,, Nil i', , -, . 8 , :#,1; , r•-, ./,..,-. ‘0 8 X Ai le zi u ........ P ,,,,' N '. --• m .43 / /2, 0 = - 9g /, ''',.. . • t „ H M • I, i\ z., "TT PI A ,,,,,_?,Lr _ [ . 0 \ , II 0 .,1•R '•- :'•,, g / -0 .;.;„ • / „ ,. , ....• r... a /7 - , '-', 8 / -%1NN> > , <,7:: ! •, ,,o- --•.'i '•., ...=1). '4 p / -4 ( ''',':4,. , / 3 ,_,..:„,, „, Z 1 • ,- ,-- - ,fl.7 -, • . ' 1 'Ff? ,-- , ' r.f.--!--! '\'' - _/' / ,, g §g. (>> ''' • - 1' A ,... , ii'l ,..._ — ; -\--7---------," / \••(. / 1 g P i ' ,77„,/,'V ,,,, r,... [-_, Sl,g ti---). /7.- A :Iii „ ,/, *tv \ - cog i '• V -0 j . i 1 - , -- --,..12- /I I ..- 2 ! 1 >Al r- ,k, 1 ,‘,K,,..1 1 AT2 1 I Ir"---=========d n , II 0 q I ' / \ Z> \A F.—El 1____i'J‘ Vii 1' 1-- , — 1, 7 ,.. .,_ /./ 7 _,:i i 1 \ ; --11 I ! )1 4. ,i, 1 / ___2f* qi , 1L,..„ 1,,,, vIi ! i, , — 11 ,f,, L--- „.. Il I II I q 1 i — °L ,, ,, -LA • . r- ., ,, 2',0 a \l'ill7 I , '--A ! I A\ ,,. 4 1„— ._ , 0 posi -.0 1 , ,, ' ' ---1 §gAh 1.Z.;:n ..so iv Li III/ , . -8gsz ?,Iiil 013 ,,p i R1 1111 41 .8s— 1. i 1 11 , 1, ti 1', ri allk -:1 g 11 I. „,,,,---------------------- - ----..,„e,,,,—,— [---1-- , 2 1=66=6=4' i [ • • • 5 • Fri 0-r22P1 1 1 ti af r"1,- 'Z.' I ? ' sph../.2A. >..--” T-•713 .., ---_-78 I • - .):-()A 1 m>0 i >z--3 1 CD = 0 13) = •-• fit g8... 4.,V-i-. - .$7,; .. • ,•.• I • 1::1 -1-: [ i i.4a,- m(1, cr, z - 21 ,». X sg ix ....... PI