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Home My WebLink AboutSpecifications General Construction for Renton City Hall Elevator Modernization — Phase 2 CAG 18-216 CITY OF RENTON Date of Specifications: January 1, 2019 BID PROJECT MANUAL Volume I Divisions 00 - 28 S.M. Stemper Architects, P.L.L.0 4000 Delridge Way SW, Suite 200 Seattle, WA 98106 (206) 624-2777 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0000 City of Renton TABLE OF CONTENTS CAG 18-216 TABLE OF CONTENTS TITLE PAGES DIVISION 00- BIDDING REQUIREMENTS, CONTRACT FORMS,AND CONDITIONS OF THE CONTRACT 00 0000 Table of Contents ....................................................................................................... 3 00 0001 Instructions to Bidders ................................................................................................ 6 00 0002 Advertisement for Bids ............................................................................................... 2 00 0003 Bid Form ..................................................................................................................... 2 00 0400 Supplemental Responsibility Criteria ......................................................................... 2 Form 1: Contractor Experience Detail ........................................................................ 1 Form 2: Resume of Key Personnel For Proposed Contract ...................................... 2 Form 4: Apprenticeship Utilization ............................................................................. 1 Form 5: Reference Evaluation Questionnaire ............................................................ 1 Form 6: Responsibility Criteria Evaluation Score Sheet ............................................ 1 00 7200 General Conditions .................................................................................................. 48 00 8000 Bid Bonds ................................................................................................................... 1 00 8001 Sample Agreement ..................................................................................................... 3 00 8002 Contract Bond to City of Renton ................................................................................ 2 00 8003 Certificate of Compliance with Wage Payment Statutes ........................................... 1 00 8004 Non-Collusion Affidavit ............................................................................................... 1 DIVISION 01 —GENERAL REQUIREMENTS 01 1000 Summary of Work ...................................................................................................... 2 01 1130 Hazardous Materials .................................................................................................. 1 Limited Good Faith Asbestos Survey........................................................................ 17 01 1400 Work Restrictions ....................................................................................................... 1 01 2000 Price and Payment Procedures ................................................................................. 5 01 2100 Prevailing Wage Rates ............................................................................................... 1 01 2200 Unit Prices .................................................................................................................. 2 01 3000 Administrative Requirements ..................................................................................... 8 01 3216 Construction Schedule ............................................................................................... 2 01 4000 Quality Requirements ................................................................................................. 6 January 1, 2019 00 0000- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0000 City of Renton TABLE OF CONTENTS CAG 18-216 01 4216 Definitions ................................................................................................................... 3 01 4219 Reference Standards ............................................................................................... 16 01 5000 Temporary Facilities and Controls ............................................................................. 4 01 5813 Temporary Project Signage ....................................................................................... 1 01 6000 Product Requirements ............................................................................................... 6 01 7000 Execution and Closeout Requirements .................................................................... 10 01 7419 Construction Waste Management and Disposal ........................................................ 5 01 7800 Closeout Submittals ................................................................................................... 8 DIVISION 02—SITE WORK 02 4100 Demolition .................................................................................................................2 DIVISION 05—METALS 05 5000 Metal Fabrications ......................................................................................................2 DIVISION 7 -THERMAL AND MOISTURE PROTECTION 07 2100 Thermal Insulation .....................................................................................................2 07 6100 Sheet Metal Roofing ..................................................................................................3 07 84 00 Firestopping ...............................................................................................................2 07 9200 Joint Sealants .............................................................................................................3 DIVISION 9 - FINISHES 09 2116 Gypsum Board Assemblies .........................................................................................3 09 2236 Lath ..............................................................................................................................2 09 2400 Cement Plastering .......................................................................................................2 09 9000 Painting and Coating ...................................................................................................4 09 9600 High Performance Coatings ........................................................................................3 DIVISION 10 -SPECIALTIES 10 4400 Fire Protection Specialties ...........................................................................................1 DIVISION 26—ELECTRICAL 26 0500 Common Work Results for Electrical............................................................................3 26 0519 Low-Voltage Electrical Power Conductors and Cables................................................4 26 0523 Control Voltage Electrical Power Cables......................................................................4 26 0526 Grounding and Bonding for Electrical Systems ...........................................................4 26 0529 Hangers and Supports for Electrical Systems..............................................................5 26 0533 Raceway and Boxes for Electrical Systems.................................................................4 January 1, 2019 00 0000-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0000 City of Renton TABLE OF CONTENTS CAG 18-216 26 0548 Vibration and Seismic Controls for Electrical Systems ................................................5 26 0553 Identification for Electrical Systems..............................................................................7 26 2726 Wiring Devices..............................................................................................................5 26 5100 Interior Lighting.............................................................................................................3 DIVISION 28 ELECTRONIC SAFETY AND SECURITY 28 3100 Fire Alarm.....................................................................................................................9 January 1, 2019 00 0000-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0001 City of Renton INSTRUCTIONS TO BIDDERS CAG-18-216 SECTION 00 0001 INSTRUCTIONS TO BIDDERS PART 0— INSTRUCTIONS TO BIDDERS 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 ArchitecUEngineer (A/E) seven (7) calendar days before the bid due date. 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. B. In accordance with the legislative findings and policies set forth in Chapter 39.19 RCW the City of Renton encourages participation in all of its contracts by MWBE firms certified by the Office of Minority and Women's Business Enterprises (OMWBE). Participation may be either on a direct basis in response to this invitation or as a subcontractor to a bidder. However, unless required by federal statutes, regulations, grants, or contract terms referenced in the contract documents, no preference will be included in the evaluation of bids, no minimum level of MWBE participation shall be required as a condition for receiving an award, and bids will not be rejected or considered nonresponsive on that basis. Any affirmative action requirements set forth in federal regulations or statutes included or referenced in the contract documents will apply. C. The City of Renton encourages participation in all of its contracts by Veteran-owned businesses (defined in RCW 43.60.010) and located at http://www.dva.wa.aov/proaram/certified-veteran-and-servicemember-owned-businesses and Small, Mini and Micro businesses (defined in RCW 39.26.010)which have registered in WEBS at https://fortress.wa.aov/aa/webs/ D. In accordance with RCW 39.04.320 the state of Washington requires 15% Apprenticeship Participation for all projects estimated to cost one million dollars or more. On applicable projects, the bid advertisement and Bid Form shall establish a minimum required percentage of apprentice labor hours compared to the total labor hours. Bidders may contact the Department of Labor and Industries, Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530, Olympia, WA 98504-4530, by phone (360) 902- 5320, and e-mail at ApprenticeCc�lni.wa.aov, to obtain information on available apprenticeship programs. 1.02 PREPARATION OF BIDS—CONSTRUCTION A. Bids must be: (1) submitted on the Bid Form, 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. 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 January 1, 2019 00 0001-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0001 City of Renton INSTRUCTIONS TO BIDDERS CAG-18-216 the space provided for any item on which no price is submitted. D. Substitute bid forms will not be considered unless this solicitation authorizes their submission. 1.03 BID GUARANTEE A. When the sum of the base bid plus all additive bid alternates is $35,000.00 or less, bid security is not required. B. When the sum of the base bid plus all additive alternates is greater than $35,000.00, 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. C. Acceptable forms of bid guarantee are: A bid bond or postal money order, or certified check or cashier's check made payable to the City of Renton Treasurer. 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. D. The Bidder will allow 60 days from bid opening date for acceptance of its bid by the Owner. 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. E. In the event a Bidder discovers an error in its bid following the bid opening, the Bidder may request to withdraw its bid under the following conditions: 1. Written notification is received by the Owner within 24 hours following bid opening. 2. The Bidder provides written documentation of the claimed error to the satisfaction of the Owner within 72 hours following the bid opening. The Owner will approve or disapprove the request for withdrawal of the bid in writing. If the Bidder's request for withdrawal of its bid is approved, the Bidder will be released from further obligation to the Owner without penalty. If it is disapproved, the Owner may retain the Bidder's bid guarantee. 1.04 ADDITIVE OR DEDUCTIVE BID ITEMS A. The low Bidder, for purposes of award, shall be the responsive Bidder offering the low aggregate amount for the base bid item, plus additive or deductive bid alternates selected by the Owner, and within funds available for the project. The Bidder agrees to hold all bid alternate prices for sixty (60) days from date of bid opening. 1.05 ACKNOWLEDGEMENT OF ADDENDA January 1, 2019 00 0001-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0001 City of Renton INSTRUCTIONS TO BIDDERS CAG-18-216 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 Form. Failure to do so may result in the bid being declared non-responsive. 1.06 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. 1.07 BID AMOUNTS A. The bid prices shown for each item on the Bid Form shall include all labor, material, equipment, overhead and compensation to complete all of the work for that item. B. The actual cost of building permit (only) and the 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. C. The Bidder agrees to hold the base bid prices for sixty (60) days from date of bid opening. 1.08 TAXES The bid amounts shall not include City of Renton Sales Tax(WSS�. 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. [NOTE: Contractor must bond for contract amount plus the WSST.] 1.09 SUBMISSION OF BIDS A. Bids must be submitted on or before the time specified in the Advertisement for Bids. B. Subcontractor Listinq:As the sum of the base bid and additive alternates is anticipated to exceed one million dollars or more, the Bid Form contains the following requirements: 1. Pursuant to RCW 39.30.060, the Bidder shall provide names of the Subcontractors with whom the Bidder will subcontract for performance of heating, ventilation and air conditioning (HVAC), plumbing, and electrical. 2. The Bidder can name itself for the performance of the work. January 1, 2019 00 0001-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0001 City of Renton INSTRUCTIONS TO BIDDERS CAG-18-216 3. The Bidder shall not list more than one Subcontractor for each category of work identified UNLESS Subcontractors vary with bid alternates, in which case the Bidder must indicate which Subcontractor will be used for which alternate. 4. Failure of the Bidder to submit as part of the bid the NAMES of such Subcontractors or to name itself to perform such work shall render the Bidder's bid nonresponsive and, therefore, void. C. The Bid Form 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. The project number and description. 2. The name and address of the Bidder 3. Identification as Bid Form. D. Prior to the bid opening, the Owner's representative will designate the official bid clock. Any part of the Bid Form, or in the rare situation of a 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. E. 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. F. 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. 1.10 BID RESULTS After the Bid Opening, Bidders may obtain bid results from the A/E. 1.11 LOW RESPONSIBLE BIDDER A. Mandatory Responsibility Criteria: Before award of a public works contract, a Bidder must meet the following mandatory responsibility criteria under RCW 39.04.350 (1)to be considered a responsible Bidder and qualified to be awarded a public works project. The Bidder must: 1. At the time of bid submittal, have a certificate of registration in compliance with chapter 18.27 RCW; 2. Have a current state unified business identifier number; 3. If applicable, have industrial insurance coverage for the Bidder's employees working in Washington as required in Title 51 RCW; an employment security department number as required in Title 50 RCW; and a state excise tax registration number as required in Title 82 RCW; 4. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065(3); and January 1, 2019 00 0001-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0001 City of Renton INSTRUCTIONS TO BIDDERS CAG-18-216 5. If bidding on a public works project subject to the apprenticeship utilization requirements in RCW 39.04.320, not have been found out of compliance by the City of Renton Apprenticeship and Training Council for working apprentices out of ratio, without appropriate supervision, or outside their approved work processes as outlined in their standards of apprenticeship under chapter 49.04 RCW forthe one-year period immediately preceding the date of the bid solicitation. 6. Wthin the three-year period immediately preceding the date of the bid solicitation, not have been determined by a final and binding citation and notice of assessment issued by the department of labor and industries or through a civil judgment entered by a court of limited or general jurisdiction to have willfully violated, as defined in RCW 49.48.082, any provision of chapter 49.46, 49.48, or 49.52 RCW. Before award of a public works contract, a bidder shall submit to the contracting agency a signed statement in accordance with RCW 9A.72.085 verifying under penalty of perjury that the bidder is in compliance with the responsible bidder criteria requirements. A contracting agency may award a contract in reasonable reliance upon such a sworn statement. B. Supplemental Responsibility Criteria: In addition to the mandatory Bidder responsibility, the Owner has adopted relevant supplemental criteria for determining Bidder responsibility which the Bidder must meet (RCW 39.04.350 (3)). 1. The Owner shall consider an overall accounting of the attached supplemental criteria for determining Bidder responsibility"Section 00 0400—Supplemental Responsibility Criteria". 2. At least seven (7) days prior to the bid submittal deadline, a potential Bidder may request that the Owner modify the supplemental responsibility criteria. The Owner will evaluate the information submitted by the potential Bidder and respond before the bid submittal deadline. If the evaluation results in a change of the criteria, the Owner will issue an addendum to the bidding documents identifying the new criteria. 3. Upon Owner's request, the apparent low Bidder must supply the requested responsibility information within two (2) business days of request by Owner. Withholding information or failure to submit all the information requested within the time provided may render the bid non-responsive 4. If the Owner determines that the apparent low Bidder is not responsible, the Owner will notify the Bidder of its preliminary determination in writing. 5. Wthin three (3) days after receipt of the preliminary determination, the Bidder may withdraw its bid or request a hearing where the Bidder may appeal the preliminary determination and present additional information to the Owner. 6. The Owner will schedule a hearing within three (3)working days of receipt of the Bidder's request. 7. The Owner will issue a Final Determination after reviewing information presented at the hearing. 8. If the Owner determines a Bidder to be not responsible, the Owner will provide, in writing, the reasons for the determination. If the final determination affirms that the January 1, 2019 00 0001-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0001 City of Renton INSTRUCTIONS TO BIDDERS CAG-18-216 Bidder is not responsible, the Owner will not execute a contract with any other Bidder until two (2) business days after the Bidder determined to be not responsible has received the final determination. 9. The Owner's Final Determination is specific to this project, and will have no effect on other or future projects. 1.12 CONTRACT AWARD A. The Owner will evaluate bids responsiveness and responsibility. 1. A bid will be considered responsive if it meets the following requirements: a. It is received at the proper time and place. b. It meets the stated requirements of the Bid Form. c. It is submitted by a licensed/registered contractor within the state of Washington at the time of bid opening and is not banned from bidding by the Department of Labor and Industries. d. It is accompanied by a bid guarantee, if required. 2. A bid will be considered responsible if it meets the following requirements: a. It meets the mandatory responsibility criteria established in RCW 39.04.350 and an overall accounting of the supplemental responsibility criteria established for the project b. The Owner reserves the right to accept or reject any or all bids and to waive informalities. c. The apparent low Bidder, for purpose of award, shall be the responsive and responsible Bidder offering the low aggregate amount for the base bid plus selected additive or deductive bid alternates and meeting all other bid submittal requirements. B. Contracts to be awarded to low, responsive, and responsible bidder are: 1. Contract for general work to support elevator modernization of(4) elevators (by others, Not In Contract) at Renton City Hall. Work to include all architectural, mechanical, electrical, fire detection/alarm, and sprinkler work identified in bid documents. END OF SECTION 00 0001 January 1, 2019 00 0001-6 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0002 City of Renton ADVERTISEMENT FOR BIDS CAG 18-216 SECTION 00 0001 ADVERTISEMENT FOR BIDS The City of Renton invites interested and qualified contractors to submit sealed bids for the following project: TITLE: General Construction for Renton City Hall Elevator Modernization — Phase 2 ESTIMATED BASE BID COST RANGE: Approximately$160,000.00 SUBMITTAL TIME/DATE/LOCATION: Prior to 11 A.M., 29 January 2019 at the Office of the City Clerk Seventh Floor, Renton City Hall 1055 Grady Way, Renton, WA 98057 Public Bid Opening will commence at approximately 10:10 A.M. in Room 621, Sixth Floor. PRE-BID CONFERENCE: 11:00 A.M. 22 January 2019 in Room 621, Sixth Floor, Renton City Hall located at 1055 Grady Way, Renton, WA, 98057. Directions are available at http://rentonwa.qov/qovernment/default.aspx?id=1172 Attendance at the pre-bid conference and site walk-through is encouraged but is not mandatory. Scope of Project is as follows: Work under this contract will support concurrent elevator modernization for four elevators at Renton City Hall. Work under this contract includes but is not limited to improvements to electrical, mechanical, fire detection & alarm, fire surpression, and architectural finishes in support of elevator modernization. Most of the work will take place in elevator related spaces. Plans and specifications may be viewed at Builder's Exchange of Washington. Free-of-charge access to project bid documents (plans, specifications, addenda, and Bidders List) is provided to Prime Bidders, Subcontractors, and Vendors by going to www.bxwa.com and clicking on "Posted Projects", "Public Works", and "City of Renton". This online plan room provides Bidders with fully usable online documents with the ability to: download, view, print, order full/partial plan sets from numerous reprographic sources, and a free online digitizer/take-off tool. It is recommended that Bidders "Register" in order to receive automatic e-mail notification of future addenda and to place themselves on the "Self-Registered Bidders List". Bidders that do not register will not be automatically notified of addenda and will need to periodically check the on-line plan room for addenda issued on this project. Contact Builders Exchange of Washington at (425) 258-1303 should you require assistance with access or registration. Daily Journal of Commerce: POB 11050, Seattle, WA 98111. Phone: 206.622.8272. Website: plancenter.com Please direct questions regarding this project to Thomas Horton, Project Manager at S.M. Stemper Architects, PLLC phone 206-624-2777 or email thomas(c�smstemper.com by 3:00 PM 22 January, 2019. (Document clarification questions must be submitted in writing.) The City's fair practices/non-discrimination policies and the State of Washington prevailing wage rates are applicable for this public works project located in King County. Bidders are responsible to verify and use the most recent prevailing wage rates. The "Effective Date"for this project is the Bid Form due date above. The applicable prevailing wage rates may be found on the Department of Labor& Industries website located at https://fortress.wa.qov/Ini/waqelookup/prvWaqelookup.aspx. January 1, 2019 00 0002-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0002 City of Renton ADVERTISEMENT FOR BIDS CAG 18-216 Mandatory 15% apprentice labor hours of the total labor hours are a requirement of the construction contract. Voluntary workforce diversity goals for this apprentice participation are identified in the Instructions to Bidders and Supplemental Conditions. Bidders may contact the Department of Labor& Industries, Apprenticeship Section, to obtain information on available apprenticeship programs. In accordance with RCW 39.30.060, the Bidder is required to provide the names of the Subcontractors with whom the Bidder will directly subcontract for the performance of heating, ventilation and air conditioning (HVAC), plumbing and electrical for this project. Supplemental Bidder Responsibility will be evaluated for this project. In determining Bidder responsibility, the Owner shall consider an overall accounting of the criteria set forth in "DIVISION 00 0040 SUPPLEMENTAL RESPONSIBILITY CRITERIA". Please direct questions regarding this subject to the office of the Consultant attn: Thomas Horgan, Project Manager at S.M. Stemper Architects, PLLC phone 206-624-2777 or email thomas(c�smstemper.com. The City reserves the right to accept or reject any or all bids and to waive informalities. THE CITY OF RENTON Jason Seth City Clerk END OF SECTION 00 0002 January 1, 2019 00 0002-2 General Construction for Renton City Hall Elevator Modernization -Phase 2 00 0003 City of Renton BID FORM CAG 18-216 • gl`.� `�.� ,,� CITY OF RENTON MAIL TO: CITY CLERK 1055 GRADY WAY, RENTON, WA, 98057 HAND DELIVER TO: OFFICE OF THE CITY CLERK SEVENTH FLOOR, RENTON CITY HALL 1055 GRADY WAY, RENTON, WA, 98057 BID FORM In compliance with the contract documents, the following bid form is submitted: 1) BASE BID 1a) BASE BID: � (Written) (Numeric) 1 b) SALES TAX ON BASE BI D (The combined sa/es tax rate for Renton, WA is 10%): � (Written) (Numeric) 1c) TOTAL BASE BID WITH SALES TAX � (Written) (Numeric) 2) ITEMIZED BID TAB TIME FOR COMPLETION: Contract Time - The undersigned hereby agrees to Substantially Complete all the work under the Base Bid (and accepted Alternates) within 456 calendar days after the date of Notice to Proceed. Final Completion — All the Work shall be fully and finally completed in accordance with the contract documents within 30 calendar days after the date of Substantial Completion. APPRENTICESHIP REQUIREMENTS The apprentice labor hours required for this project are 15% of the total labor hours. The undersigned agrees to utilize this level of apprentice participation. Page 1 of 2 General Construction for Renton City Hall Elevator Modernization -Phase 2 00 0003 City of Renton BID FORM CAG 18-216 LIQUIDATED DAMAGES The undersigned agrees to pay the Owner as liquidated damages the sum of$500 for each consecutive calendar day that is in default after the Contract Time. Liquidated damages shall be deducted from the contract invoice after taxes and retainage. RECEIPT OF ADDENDA Receipt of the following addenda is acknowledged: Addendum No. Addendum No. Addendum No. Addendum No. Name of Firm NOTE: If eidder is a corporation, write State of Incorporation;if a partnership,give full names and addresses of all parties below. Signed by Official Capacity Print Name Address City State Zip Code Date Telephone FAX State of Washington Contractor's License No. Federal Tax ID # E-mail address: Employment Security Department No. Page 2 of 2 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0004 City of Renton SUPPLEMENTAL BIDDER CAG 18-216 RESPONSIBILITY CRITERIA SECTION 00 0004 SUPPLEMENTAL BIDDER RESPONSIBILITY CRITERIA Low Responsible Bidder It is the intent of the City to award a contract to the lowest responsive and responsible Bidder. In determining the Bidder's responsibility, the City shall consider an overall accounting of the items listed below. Potential Bidders may request the City modify the Bidder responsibility criteria. The request must be in writing and submitted at least 7 days priorto the bid opening. The apparent low bidder shall submit the required information within five (5) business days of receiving request from City. This request may be made in the form of a telephone call or email message. The required information shall be provided on the referenced forms bound herein. Electronic copies may be made available upon request. Failure to submit such information to the satisfaction of the City within the time provided may render the Bidder as not responsible. Required Information/Criteria For the purposes of the Supplemental Bidder Responsibility evaluation process, the scope of this project generally involves the modernization, interim maintenance, warrenty, and extended maintenance of(4) elevators in Renton City Hall. 1. Experience of Contractor on Projects of Similar Size and Complexity Contractor is required to have successfully completed at least three projects of similar type, size and complexity to this project, each with a contract amount of at least$160,000 within the last eight years. Similar Size and Complexity to the Renton City Hall Elevator Modernization project means projects having these characteristics: • Scope includes but is not limited to mechanical, electrical, architectural, fire detection/alarm upgrades at Renton City Hall to support concurrent elevator project (work by others). Mechanical upgrades include removal of existing elevator machine room cooling and installation of exterior mounted split systems plus modifications to sprinkler system in elevator machine room. Electrical upgrades include installation of new electrical panel for elevator systems (work by others), and upgrades to existing electrical systems in elevator related spaces. Architectural upgrades include infill of exterior stucco walls, patching/painting of elevator spaces, installation of rated assemblies, and limited upgrades to elevator lobby finishes. Fire detection/alarm upgrades include new and replacement devices and connection to existing building fire systems. • Coordination with contractor installing new elevators concurrently. • Limited site access and laydown area. List of Completed Projects (Use Form 1, Contractor Experience Detail) Provide a list of all the construction contracts $160,000 and above your firm has completed within the past eight years, giving the name of the project; name, address, and phone numbers of the Owner and architect representatives; final contract amount; date of completion; and percentage of the cost of the work performed with your firm's own forces. This information will be used for reference reviews. 2. Experience of Key Personnel Experience of Project Manager(Use Form 2, Resume of Key Personnel for Proposed Contract) Submit resume and references for the proposed Project Manager. This person shall have managed, as lead project manager, a minimum of three projects of similar type, size and complexity to this project, and successfully completed those projects within the last ten years. January 1, 2019 00 0004-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 0004 City of Renton SUPPLEMENTAL BIDDER CAG 18-216 RESPONSIBILITY CRITERIA Experience of Superintendent(Use Form 2, Resume of Key Personnel for Proposed Contract) Submit resume and references forthe proposed project Superintendent. This person shall have performed as the lead Superintendent for a minimum of three projects of similar type, size and complexity to this project, and successfully completed those projects within the last ten years. 3. Apprenticeship (Use Forms 1 &4) For each public works project with an apprenticeship utilization goal that was completed by the Bidder within three (3) years of the bid submittal date for this project, the Bidder shall submit the following: • A list of such projects; • The City and contact information for the City's representative; • The apprenticeship utilization percentage goal for the project: • The actual utilization percentage by the Bidder; and • An explanation of any extenuating circumstances that contributed to the Bidder not meeting the goals. (Use Form 4 for projects not listed on Form 1) The City may contact previous Owner's to validate the information provided by the Bidder and shall consider whether the goals were mandatory or voluntary, and the validity of any explanation of extenuating circumstances. 4. References from Owner's and Architects for Previous Projects (Use Form 5, Reference Evaluation Questionnaire) The City may check references by contacting Owners and architects of the bidder's previous projects regarding the bidder's performance and that of key staff. A reference score sheet will be utilized and the rating shall be satisfactory or better on a five-category scale with "satisfactory" at mid-scale. 5. Overall Scoring (Form 6, Responsibility Criteria Evaluation Score Sheet) The City will use this form to complete and document the overall evaluation process. END OF SECTION 00 0004 January 1, 2019 00 0004-2 c�• c 0 � � o � .o o � Q � �� - � '� (A C6 p U � �' C6 � a> o-o aNi o a � � � cn a� � � � Z Q �. a> � o � o � N Q C � . � d � i d � d N i t �+ d �7 � 0 Ef3 Ef3 � � � Q� i t� i� Q y Q �C � � � � � � L O � � � � � .aZ d � d U � -- � � �� i � � � � �+ � cn ai °�� °� L� c � Q � � � o o � � Q o 0 (� � � � .� � p Q Z t y �a Z � o � o � ca c v� 3 d a> cV U -- o U i< � � �❑ vi � �� G� c � U c w � � � d j,t � � o � �� o � � '� � � � Z t O Q i.� O � C� U � c�i ri v � a . � � O � � � a� c Q '� � __ � � G� N °� cn � a� �+ � .i v� � � � ai � ai �' � d � � � -o � � � � � � U � Z (nZ t/� •Q� m � � _ � i c c � Q W � �� "cn � L cC ca � � �n � O °> c `n ♦+ d °> � � � iii � C� W � � � � � a> — � i.L+ � H �i � � � � � � � _ = c Q Q d W � O �, a� m V V o � � o � o � � � � c � � ca � � 0 O Q d W `~ "ca � � m O W � � U � (� � � � � U y U N � � �o O � o- U ~ � ❑❑ � c i � o � � ~ �- � � � c - � O � � � (n �+ �j � Q O � � � o ai a� � � — � ~ E � � � U � iii ai ca a> N � C � (n C dj � �j Z � � � o v ca ca � � y O Q � Z d �O z O C � C � CU6 CU6 � � U C �• "p O .7 O � 7 O O J � J m U � m U U * * Bidder Responsibility Form 2 - Resume of Key Personnel for Proposed Contract General Construction for Renton City Hall Elevator Modernization — Phase 2 — City of Renton Name: Role in this Contract: Years Ex erience Total With Current Firm Firm Name and Location(City and State): Training/Education/Specialization: Years of Experience in the Proposed Role: RELEVANT PROJECTS Project Title: Year Completed Pro ect Owner: Brief Description(Brief scope,size,cost,etc.)and specific role: Check if project performed with current firm. ❑ If performed with different firm list the firm name Reference Name&Contact Information: Pro ect Owner: Pro ect Architect: Name: Name: Phone: Phone: E-mail E-mail: RELEVANT PROJECTS Project Title: Year Completed Pro ect Owner: Brief Description(Brief scope,size,cost,etc.)and specific role: Check if project performed with current firm. ❑ If performed with different firm list the firm name Reference Name&Contact Information: Project Owner: Project Architect: Name: Name: Phone: Phone: E-mail E-mail: RELEVANT PROJECTS Project Title: Year Completed Project Owner: Brief Description(Brief scope,size,cost,etc.)and specific role: Check if project performed with current firm. ❑ If performed with different firm list the firm Name Reference Name&Contact Information: Project Owner: Project Architect: Name: Name: Phone: Phone: E-mail E-mail: RELEVANT PROJECTS Project Title: Year Completed Pro ect Owner: Brief Description(Brief scope,size,cost,etc.)and specific role: Check if project performed with current firm. ❑ If performed with different firm list the firm Name Reference Name&Contact Information: Pro ect Owner: Pro ect Architect: Name: Name: Phone: Phone: E-mail E-mail: RELEVANT PROJECTS Project Title: Year Completed Pro ect Owner: Brief Description(Brief scope,size,cost,etc.)and specific role: Check if project performed with current firm. ❑ If performed with different firm list the firm Name Reference Name&Contact Information: Pro ect Owner: Pro�ect Architect: Name: Name: Phone: Phone: E-mail E-mail: 0 o � Q �' � EFJ EFJ t o � N � d d �+ d V� �� d � � � •L t� L � � d � O Q � i V i� t � N � o Q � d Q � " L O Q � � � � � Z a� ia �n ca � o � � �� O � � �, �n a � °> +�+ ¢ � � °� �� °� `� � � Q � �o 0 0 � � Qo 0 �C� � � � �� z � a `° z a I o � c v_� � 3 d � N U c � t 'c�❑ y � �❑ � L C6 � � � � fp d �C Vf y O U � L.L � � � � oa � '� � � � Z 0 t O i.� U � c�i ri v � O a � � � O � � � O i� � � � '� 0 __ � � � �N °� � � N C � N C +��+ _ � � � � O � Q � � �p -� c � � z cnz ._ .o � m � � � � O }' � "� �cn � N � cC ca � � t/� • a> c � = W o o � � � ai _ � Q� � � � � � � � � � = Q Q � w � � � m t� U � � � � � -- � ai � � � � c -� Q � O Q a w . � "ca � O W � L V CU6 � L 0 -- � (�/� U N � O 0 d U o � ❑❑ i o � � �- � � � . '�^ U d � v � � Q 0 �+ � � O N C � � � t� � � � � � N C � N N C6 � Cj Z � � � p � N o Q a Z d Z c cn o C � C � CU6 CU6 � U � O J m U � m U U a Bidder Responsibility Form 5 - Reference Evaluation Questionnaire General Construction for Renton City Hall Elevator Modernization — Phase 2 — City of Renton (For use by the City of Renton ONLY) Evaluated Firm : Project Manager: Superintendent: Evaluated Project Name: ❑ Prime Approx. Start Date Approx. End Date Approx. Final Project Cost ❑ Subcontractor PERFORMANCE EVALUATION Rating Criteria- Rate on a scale of 1 to 5 • 5= Superior based on performance (would hire this firm/individual again) • 4= More than Satisfactory • 3 = Satisfactory based on performance (would hire this firm/individual again) • 2 = Less than Satisfactory • 1=Totally Unsatisfactory based on performance (would never hire the firm/individual again) Criteria Ratin Company PM Super 1 Ability to meet client's expectations 2 Quality of workmanship 3 Ability to manage project costs and minimize change orders 4 Ability to maintain project schedule 5 Ability to manage subcontractors 6 Professionalism, leadership and communication in issues management (RFI, shop drawing submittal, timely resolution of issues/questions) 7 Ability to follow the owner's rules, regulations, and requirements(housekeeping, safet , etc. 8 Ability to manage closeout process (Prompt submittal of punch list,warranty, as- builts,o eration manuals, tax clearances, etc. 9 Comfort level in hiring firm or individual again based on performance 10 Ability to coordinate and work effectively with other contractors performing separate work within limited space confines Total Score Average Score Evaluator Information Name of Evaluator: Title: Firm/Company Name: Firm Address: Phone: Email: Bidder Responsibility Form 6 — Responsibility Criteria Evaluation Score Sheet General Construction for Renton City Hall Elevator Modernization — Phase 2 City of Renton (For use by the City of Renton ONLY) Project Title Project Number Project Manager Project Location Project Owner 1. Experience of Contractor-On projects of similar size &complexity(Form 1) Pass or Fail 2. Ex erience of Ke Personnel Form 2 Su erintendent Pass or Fail Pro'ect Mana er Pass or Fail Other(s)if specified in Division 00 Pass or Fail 3. NOT USED 4. Contractor Compliance with Apprenticeship Requirements- Requirements were Not Scored met or if not, a good faith effort was demonstrated (Forms 1 &4) Applies only to projects with a renticeshi artici ation re uirements;i.e. MACC over$1 M 5. References from Previous Projects (Form 5) Rating Evaluate contractor's references information and using the rating numbers: Score 1-5 1 = NOT Satisfactory (requires a written comment below) (3 is Satisfactory) 2= Less THAN Satisfactory 3= Satisfactory 4= More THAN Satisfactory 5= Su erior Company Pro'ect Mana er Su erintendent Total Score: Average score (divide total score by number of ratings) In determining the bidder responsibility,an overall accounting of the ratings shall be made. A score of"Pass" is required for categories 1 -4 and an average score of 3.0 or higher is required to meet the minimum Supplemental Bidder Responsibility requirements. Comments Determination ❑ Responsible ❑ Not Responsible(Preliminary Determination) Evaluated by Date (Typed or Printed Name) Signature General Construction for Renton City Hall Elevator Modernization-Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 SECTION 00 7200 GENERAL CONDITIONS FOR CONSTRUCTION CONTENTS Section Description Page PART 1 -GENERAL PROVISIONS 1.01 Definitions.............................................................................................................3 1.02 Order of Precedence.............................................................................4 1.03 Execution and Intent............................................................................. 5 PART 2-INSURANCE AND BONDS 2.01 Contractor's Liability Insurance................................................................5 2.02 Coverage Limits...................................................................................6 2.03 Insurance Coverage Certificates..............................................................6 2.04 Payment and Performance Bonds............................................................6 2.05 Alternative Surety.................................................................................7 2.06 Builder's Risk.......................................................................................7 PART 3-TIME AND SCHEDULE 3.01 Progress and Completion.......................................................................7 3.02 Construction Schedule...........................................................................7 3.03 Owner's Right to Suspend the Work for Convenience...................................8 3.04 Owner's Right to Stop the Work for Cause.................................................9 3.05 Delay.................................................................................................9 3.06 Notice to Owner of Labor Disputes...........................................................10 3.07 Damages for Failure to Achieve Timely Completion.....................................10 PART 4-SPECIFICATIONS, DRAWINGS, AND OTHER DOCUMENTS 4.01 Discrepancies and Contract Document Review...........................................11 4.02 Project Record.....................................................................................11 4.03 Shop Drawings.....................................................................................12 4.04 Organization of Specifications..................................................................13 4.05 Ownership and Use of Drawings, Specifications &other pocuments................13 PART 5- PERFORMANCE 5.01 Contractor Control and Supervision..........................................................13 5.02 Permits, Fees and Notices......................................................................14 5.03 Patents and Royalties............................................................................14 5.04 Prevailing Wages..................................................................................15 5.05 Hours of Labor.....................................................................................15 5.06 Nondiscrimination.................................................................................16 5.07 Safety Precautions................................................................................16 5.08 Operations, Material Handling, and Storage Areas.......................................18 5.09 Prior Notice of Excavation.......................................................................19 5.10 Unforeseen Physical Conditions...............................................................19 5.11 Protection of Existing Structures, Equipment, Vegetation, Utilities & Improve...19 5.12 Layout of Work.....................................................................................19 January 1, 2019 00 7200-1 General Construction for Renton City Hall Elevator Modernization-Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 5.13 Material and Equipment..........................................................................20 5.14 Availability and Use of Utility Services.......................................................20 5.15 Tests and Inspections............................................................................20 5.16 Correction of Nonconforming Work...........................................................21 5.17 Clean Up.............................................................................................22 5.18 Access to Work....................................................................................22 5.19 Other Contracts....................................................................................23 5.20 Subcontractors and Suppliers..................................................................23 5.21 Warranty of Construction........................................................................24 5.22 Indemnification.....................................................................................25 PART 6- PAYMENTS AND COMPLETION 6.01 Contract Sum.......................................................................................25 6.02 Schedule of Values...............................................................................25 6.03 Application for Payment..........................................................................25 6.04 Progress Payments...............................................................................26 6.05 Payments Withheld...............................................................................27 6.06 Retainage and Bond Claim Rights............................................................27 6.07 Substantial Completion...........................................................................27 6.08 Prior Occupancy...................................................................................28 6.09 Final Completion, Acceptance, and Payment..............................................28 PART 7-CHANGES 7.01 Change in the Work..............................................................................28 7.02 Change in the Contract Sum...................................................................30 7.03 Change in the Contract Time...................................................................36 PART 8-CLAIMS AND DISPUTE RESOLUTION 8.01 Claims Procedure.................................................................................38 8.02 Arbitration...........................................................................................39 8.03 Claims Audits.......................................................................................40 PART 9-TERMINATION OF THE WORK 9.01 Termination by Owner for Cause..............................................................41 9.02 Termination by Owner for Convenience.....................................................42 PART 10-MISCELLANEOUS PROVISIONS 10.01 Governing Law.....................................................................................43 10.02 Successors and Assigns........................................................................43 10.03 Meaning of Words.................................................................................43 10.04 Rights and Remedies.............................................................................44 10.05 Contractor Registration...........................................................................44 10.06 Time Computations...............................................................................44 10.07 Records Retention.................................................................................44 10.08 Third-Party Agreements.........................................................................44 10.09 Antitrust Assignments............................................................................44 10.10 Headings and Captions..........................................................................44 January 1, 2019 00 7200-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 PART 1 —GENERAL PROVISIONS 1.01 DEFINITIONS A. "Application for Pavment" means a written request submitted by Contractor to A/E for payment of Work completed in accordance with the Contract Documents and approved Schedule of Values, supported by such substantiating data as Owner or A/E may require. B. "Architect," "Enqineer," or"A/E" means a person or entity lawfully entitled to practice architecture or engineering, representing Owner within the limits of its delegated. authority. C. "Chanqe Order" means a written instrument signed by 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, and (3) the extent of the adjustment in the Contract Time, if any. D. "Claim" means Contractor's exclusive remedy for resolving disputes with Owner regarding the terms of a Change Order or a request for equitable adjustment, as more fully set forth in Part 8. E. "Contract Award Amount" is the sum of the Base Bid and any accepted Alternates. F. "Contract Documents" means the Advertisement for Bids, Instructions for Bidders, completed Bid Form, General Conditions, Modifications to the General Conditions, Supplemental Conditions, Public Works Contract, other Special Forms, Drawings and Specifications, and all addenda and modifications thereof. G. "Contract Sum" is the total amount payable by Owner to Contractor, for performance of the Work in accordance with the Contract Documents, including all taxes imposed by law and properly chargeable to the Work, except Washington State sales tax. H. "Contract Time" is the number of calendar days allotted in the Contract Documents for achieving Substantial Completion of the Work. I. "Contractor" means the person or entity who has agreed with Owner to perform the Work in accordance with the Contract Documents. J. "Da s : Unless otherwise specified, day(s) shall mean calendar day(s)." K. "Drawinqs" are the graphic and pictorial portions of the Contract Documents showing the design, location, and dimensions of the Work, and may include plans, elevations, sections, details, schedules, and diagrams. L. "Final Acceptance" means the written acceptance issued to Contractor by Owner after Contractor has completed the requirements of the Contract Documents, as more fully set forth in Section 6.09 B. M. "Final Completion" means that the Work is fully and finally complete in accordance with the Contract Documents, as more fully set forth in Section 6.09 A. N. "Force Maieure" means those acts entitling Contractor to request an equitable adjustment in the Contract Time, as more fully set forth in paragraph 3.05A. O. "Notice" means a written notice which has been delivered in person to the individual or a January 1, 2019 00 7200-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 member of the firm or entity or to an officer of the corporation for which it was intended or, if delivered or sent by registered or certified mail, to the last business address known to the party giving notice. P. "Notice to Proceed" means a notice from Owner to Contractor that defines the date on which the Contract Time begins to run. Q. "Owner" means the City of Renton, or its authorized representative with the authority to enter into, administer, and/or terminate the Work in accordance with the Contract Documents and make related determinations and findings. R. "Person" means a corporation, partnership, business association of any kind, trust, company, or individual. S. "Prior Occupancv" means Owner's use of all or parts of the Project before Substantial Completion, as more fully set forth in Section 6.08 A. T. "Proqress Schedule" means a schedule of the Work, in a form satisfactory to Owner, as further set forth in Section 3.02. U. "Proiect" means the total construction of which the Work performed in accordance with the Contract Documents may be the whole or a part and which may include construction by Owner or by separate contractors. V. "Proiect Record" means the separate set of Drawings and Specifications as further set forth in paragraph 4.02A. W. "Schedule of Values" means a written breakdown allocating the total Contract Sum to each principal category of Work, in such detail as requested by Owner. X. "Specifications" are that portion of the Contract Documents consisting of the written requirements for materials, equipment, construction systems, standards and workmanship for the Work, and performance of related services. Y. "Subcontract" means a contract entered into by Subcontractor for the purpose of obtaining supplies, materials, equipment, or services of any kind for or in connection with the Work. Z. "Subcontractor" means any person, other than Contractor, who agrees to furnish or furnishes any supplies, materials, equipment, or services of any kind in connection with the Work. AA."Substantial Completion" means that stage in the progress of the Work when the construction is sufficiently complete, as more fully set forth in Section 6.07. BB."Work" means the construction and services required by the Contract Documents, and includes, but is not limited to, labor, materials, supplies, equipment, services, permits, and the manufacture and fabrication of components, performed, furnished, or provided in accordance with the Contract Documents. 1.02 ORDER OF PRECEDENCE Any conflict or inconsistency in the Contract Documents shall be resolved by giving the documents precedence in the following order: January 1, 2019 00 7200-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 A. Signed Public Works Contract, including any Change Orders. B. Supplemental Conditions. C. Modifications to the General Conditions. D. General Conditions. E. Specifications. Provisions in Division 1 shall take precedence over provisions of any other Division. F. Drawings. In case of conflict within the Drawings, large scale drawings shall take precedence over small scale drawings. G. Signed and Completed Bid Form. H. Instructions to Bidders. I. Advertisement for Bids. 1.03 EXECUTION AND INTENT Contractor Representations: Contractor makes the following representations to Owner: A. Contract Sum reasonable: The Contract Sum is reasonable compensation for the Work and the Contract Time is adequate for the performance of the Work, as represented by the Contract Documents; B. Contractor familiar with proiect: Contractor has carefully reviewed the Contract Documents, visited and examined the Project site, become familiar with the local conditions in which the Work is to be performed, and satisfied itself as to the nature, location, character, quality and quantity of the Work, the labor, materials, equipment, goods, supplies, work, services and other items to be furnished and all other requirements of the Contract Documents, as well as the surface and subsurface conditions and other matters that may be encountered at the Project site or affect performance of the Work or the cost or difficulty thereof; C. Contractor financiallv capable: Contractor is financially solvent, able to pay its debts as they mature, and possesses sufficient working capital to complete the Work and perform Contractor's obligations required by the Contract Documents; and D. Contractor can complete Work: Contractor is able to furnish the plant, tools, materials, supplies, equipment and labor required to complete the Work and perform the obligations required by the Contract Documents and has sufficient experience and competence to do so. PART 2— INSURANCE AND BONDS 2.01 CONTRACTOR'S LIABILITY INSURANCE General insurance requirements: Prior to execution of an agreement (contract), Contractor shall obtain all the insurance required by the Contract Documents and provide evidence satisfactory to Owner that such insurance has been procured. Review of the Contractor's insurance by Owner shall not relieve or decrease the liability of Contractor. Companies writing the insurance to be obtained by this part shall be licensed to do business under Chapter 48 RCW or comply January 1, 2019 00 7200-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 with the Surplus Lines Law of the City of Renton. Contractor shall include in its bid the cost of all insurance and bond costs required to complete the base bid work and accepted alternates. Insurance carriers providing insurance in accordance with the Contract Documents shall be acceptable to Owner. A. Term of insurance coveraqe: Contractor shall maintain the following insurance coverage during the Work and for one year after Final Acceptance, with the exception of Professional Liability insurance, when required, which shall be maintained for a minimum of three years. Contractor shall also maintain the following insurance coverage during the performance of any corrective Work required by Section 5.16 and during Preventative Maintenance Periods beyond Substantial Completion and Final Acceptance. 1. Commercial General Liabilitv Insurance: Commercial General Liability (CGL) on an Occurrence Form. Coverage shall include, but not be limited to: a. Completed operations/products liability; b. Explosion, collapse, and underground, when applicable to the work being performed; and c. Stop loss coverage applicable to the State of Washington. 2. Commercial Automobile Liabilitv Insurance: Required if a commercial vehicle will be used in performance of work or delivery of products by the contractor, beyond normal commutes. 3. Professional Liability: Required if professional services (e.g. architect, engineering, surveying, legal, or medical) are being provided to the Owner and if those professional services are excluded from the CGL policy. Coverage may be on a Claims Made basis, if coverage is maintain at least 3-years beyond the conclusion of work. 4. Excess Liability or Umbrella: Required if needed to reach minimum CGL or auto liability coverage limits. 5. Builders Risk—When applicable to the work being performed, is required up to the amount of the completed value of a new building or major construction project, with no coinsurance provisions. See section 2.6. 6. Pollution Liability— Required if work involves a pollution risk to the environment. Coverage may be included in other required policies. B. Industrial Insurance compliance (Workers' Compensation): Contractor shall comply with the Washington State Industrial Insurance Act and, if applicable, the Federal Longshoremen's and Harbor Workers'Act and the Jones Act. C. Insurance to protect for the followinq: All insurance coverages shall protect against claims for damages for personal and bodily injury or death, as well as claims for property damage, which may arise from operations in connection with the Work whether such operations are by Contractor or any Subcontractor. D. Owner as Additional Insured: Name the City of Renton as a Primary and Non-contributory Additional Insured on the policy (only applies to Commercial General, Auto Liability, Excess/Umbrella, when applicable). January 1, 2019 00 7200-6 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 E. Insurance certificate requirements and minimum limits may be waived or modified by the Risk Manager or with Risk Manager approval. 2.02 COVERAGE LIMITS Insurance amounts: The minimum coverage limits shall be as follows for applicable required insurance: A. Limits of General Liability shall not be less than $5,000,000 per each Occurrence; including Personal Injury and Advertising Liability for Each Occurrence and $5,000,000 Annual Aggregate B. $1,000,000 Combined Single Limit for Automobile Bodily Injury and Property Damage Liability, Each Accident or Loss. C. $1,000,000 for Professional Liability. D. $1,000,000 for Pollution Liability. E. The Owner does not represent that the minimum required insurance coverage or limits are adequate to protect the vendor/contractor/consultant from all liabilities. 2.03 INSURANCE COVERAGE CERTIFICATES A. Certificate required: Prior to execution of an agreement (contract), Contractor shall furnish to Owner a completed and acceptable certificate of insurance coverage showing all required insurance coverage. B. List Proiect info: All insurance certificates shall name Owner as the certificate holder. The certificate holder should read: City of Renton ATTN: Gary Lamb 1055 South Grady Way Renton, WA 98057 Cancellation provisions: The Owner shall be provided with written notice of any policy cancellation within a minimum of two business days of receipt of such notice by the policy holder. 2.04 PAYMENT AND PERFORMANCE BONDS Conditions for bonds: Payment and performance bonds for 100% of the Contract Award Amount, plus state sales tax, shall be furnished for the Work, using the City of Renton Contract Bond Form provided. Prior to execution of a Change Order that, cumulatively with previous Change Orders, increases the Contract Award Amount by 15% or more, the Contractor shall provide either new payment and performance bonds for the revised Contract Sum, or riders to the existing payment and performance bonds increasing the amount of the bonds. The Contractor shall likewise provide additional bonds or riders when subsequent Change Orders increase the Contract Sum by 15% or more. No payment or performance bond is required if the Contract Sum is $35,000 or less and Contractor agrees that Owner may, in lieu of the bond, retain 50% of the Contract Sum for the period allowed by RCW 39.08.010. 2.05 ALTERNATIVE SURETY January 1, 2019 00 7200-7 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 When alternative suretv required: Contractor shall promptly furnish payment and performance bonds from an alternative surety as required to protect Owner and persons supplying labor or materials required by the Contract Documents if: A. Owner has a reasonable objection to the surety; or B. Any surety fails to furnish reports on its financial condition if required by Owner. 2.06 BUILDER'S RISK A. Contractor to buv Builders Risk Insurance: When the proiect involves substantial new buildinq construction, as determined by the Owner, Contractor shall purchase and maintain Builders Risk insurance in the amount of the Contract Sum including all Change Orders for the Work on a replacement cost basis until Substantial Completion. For projects not involving New Building Construction, "Installation Floater" is an acceptable substitute for the Builder's Risk Insurance. The insurance shall cover the interest of Owner, Contractor, and any Subcontractors, as their interests may appear. B. Losses covered: Contractor property insurance shall be placed on an "all risk" basis and insure against the perils of fire and extended coverage and physical loss or damage including theft, vandalism, malicious mischief, collapse, false work, temporary buildings, debris removal including demolition occasioned by enforcement of any applicable legal requirements, and shall cover reasonable compensation for A/E's services and expenses required as a result of an insured loss. C. Waiver of subroaation riahts: Owner and Contractor waive all subrogation rights against each other, any Subcontractors, A/E, A/E's sub-consultants, separate contractors described in Section 5.20, if any, and any of their subcontractors, for damages caused by fire or other perils to the extent covered by property insurance obtained pursuant to this section or other property insurance applicable to the Work, except such rights as they have to proceeds of such insurance held by Owner as fiduciary. The policies shall provide such waivers of subrogation by endorsement or otherwise. A waiver of subrogation shall be effective to a person or entity even though that person or entity would otherwise have a duty of indemnification, contractual or otherwise, did not pay the insurance premium directly or indirectly, and whether or not the person or entity had an insurable interest in the property damaged. PART 3—TIME AND SCHEDULE 3.01 PROGRESS AND COMPLETION Contractor to meet schedule: Contractor shall diligently prosecute the Work, with adequate forces, achieve Substantial Completion within the Contract Time, and achieve Final Completion within a reasonable period thereafter. 3.02 CONSTRUCTION SCHEDULE A. Preliminary Proqress Schedule: Unless otherwise provided in Division 1, Contractor shall, within 14 Days after issuance of the Notice to Proceed, submit a preliminary Progress Schedule. The Progress Schedule shall show the sequence in which Contractor proposes to perform the Work, and the dates on which Contractor plans to start and finish major portions of the Work, including dates for shop drawings and other submittals, and for acquiring materials and equipment. January 1, 2019 00 7200-8 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 B. Form of Proqress Schedule: Unless otherwise provided in Division 1, the Progress Schedule shall be in the form of a bar chart, or a critical path method analysis, as specified by Owner. The preliminary Progress Schedule may be general, showing the major portions of the Work, with a more detailed Progress Schedule submitted as directed by Owner. C. Owner comments on Proqress Schedule: Owner shall return comments on the preliminary Progress Schedule to Contractor within 14 Days of receipt. Review by Owner of Contractor's schedule does not constitute an approval or acceptance of Contractor's construction means, methods, or sequencing, or its ability to complete the Work within the Contract Time. Contractor shall revise and resubmit its schedule, as necessary. Owner may withhold a portion of progress payments until a Progress Schedule has been submitted which meets the requirements of this section. D. Monthlv updates and compliance with Proqress Schedule: Contractor shall utilize and comply with the Progress Schedule. On a monthly basis, or as otherwise directed by Owner, Contractor shall submit an updated Progress Schedule at its own expense to Owner indicating actual progress. If, in the opinion of Owner, Contractor is not in conformance with the Progress Schedule for reasons other than acts of Force Majeure as identified in Section 3.05, Contractor shall take such steps as are necessary to bring the actual completion dates of its work activities into conformance with the Progress Schedule, and if directed by Owner, Contractor shall submit a corrective action plan or revise the Progress Schedule to reconcile with the actual progress of the Work. E. Contractor to notifv Owner of delays: Contractor shall promptly notify Owner in writing of any actual or anticipated event which is delaying or could delay achievement of any milestone or performance of any critical path activity of the Work. Contractor shall indicate the expected duration of the delay, the anticipated effect of the delay on the Progress Schedule, and the action being or to be taken to correct the problem. Provision of such notice does not relieve Contractor of its obligation to complete the Work within the Contract Time. 3.03 OWNER'S RIGHT TO SUSPEND THE WORK FOR CONVENIENCE A. Owner mav suspend Work: Owner may, at its sole discretion, order Contractor, in writing, to suspend all or any part of the Work for up to 90 Days, or for such longer period as mutually agreed. B. Compliance with suspension; Owner's options: Upon receipt of a written notice suspending the Work, Contractor shall immediately comply with its terms and take all reasonable steps to minimize the incurrence of cost of performance directly attributable to such suspension. Wthin a period up to 90 Days after the notice is delivered to Contractor, or within any extension of that period to which the parties shall have agreed, Owner shall either: 1. Cancel the written notice suspending the Work; or 2. Terminate the Work covered by the notice as provided in the termination provisions of Part 9. C. Resumption of Work: If a written notice suspending the Work is cancelled or the period of the notice or any extension thereof expires, Contractor shall resume Work. D. Equitable Adiustment for suspensions: Contractor shall be entitled to an equitable adjustment in the Contract Time, or Contract Sum, or both, for increases in the time or cost of performance directly attributable to such suspension, provided Contractor complies January 1, 2019 00 7200-9 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 with all requirements set forth in Part 7. 3.04 OWNER'S RIGHT TO STOP THE WORK FOR CAUSE A. Owner mav stop Work for Contractor's failure to perform: If Contractor fails or refuses to perform its obligations in accordance with the Contract Documents, Owner may order Contractor, in writing, to stop the Work, or any portion thereof, until satisfactory corrective action has been taken. B. No Equitable Adiustment for Contractor's failure to perform: Contractor shall not be entitled to an equitable adjustment in the Contract Time or Contract Sum for any increased cost or time of performance attributable to Contractor's failure or refusal to perform or from any reasonable remedial action taken by Owner based upon such failure. 3.05 DELAY A. Force Maieure actions not a default; Force Maieure defined: Any delay in or failure of performance by Owner or Contractor, other than the payment of money, shall not constitute a default hereunder if and to the extent the cause for such delay or failure of performance was unforeseeable and beyond the control of the party ("Force Majeure"). Acts of Force Majeure include, but are not limited to: 1. Acts of God or the public enemy; 2. Acts or omissions of any government entity; 3. Fire or other casualty for which Contractor is not responsible; 4. Quarantine or epidemic; 5. Strike or defensive lockout; 6. Unusually severe weather conditions which could not have been reasonably anticipated; and 7. Unusual delay in receipt of supplies or products which were ordered and expedited and for which no substitute reasonably acceptable to Owner was available. B. Contract Time adiustment for Force Maieure: Contractor shall be entitled to an equitable adjustment in the Contract Time for changes in the time of performance directly attributable to an act of Force Majeure, provided it makes a request for equitable adjustment according to Section 7.03. Contractor shall not be entitled to an adjustment in the Contract Sum resulting from an act of Force Majeure. C. Contract Time or Contract Sum adiustment if Owner at fault: Contractor shall be entitled to an equitable adjustment in Contract Time, and may be entitled to an equitable adjustment in Contract Sum, if the cost or time of Contractor's performance is changed due to the fault or negligence of Owner, provided the Contractor makes a request according to Sections 7.02 and 7.03. D. No Contract Time or Contract Sum adiustment if Contractor at fault: Contractor shall not be entitled to an adjustment in Contract Time or in the Contract Sum for any delay or failure of performance to the extent such delay or failure was caused by Contractor or anyone for whose acts Contractor is responsible. January 1, 2019 00 7200-10 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 E. Contract Time adiustment onlv for concurrent fault: To the extent any delay or failure of performance was concurrently caused by the Owner and Contractor, Contractor shall be entitled to an adjustment in the Contract Time for that portion of the delay or failure of performance that was concurrently caused, provided it makes a request for equitable adjustment according to Section 7.03, but shall not be entitled to an adjustment in Contract Sum. F. Contractor to mitiqate delav impacts: Contractor shall make all reasonable efforts to prevent and mitigate the effects of any delay, whether occasioned by an act of Force Majeure or otherwise. 3.06 NOTICE TO OWNER OF LABOR DISPUTES A. Contractor to notifv Owner of labor disputes: If Contractor has knowledge that any actual or potential labor dispute is delaying or threatens to delay timely performance in accordance with the Contract Documents, Contractor shall immediately give notice, including all relevant information, to Owner. B. Pass throuqh notification provisions to Subcontractors: 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. 3.07 DAMAGES FOR FAILURE TO ACHIEVE TIMELY COMPLETION A. Liquidated Damaaes 1. Reason for Liquidated Damaaes: 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 Substantial 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 damages are included in the Contract Documents. 2. Calculation of Liquidated Damaaes amount: 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 Owner because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain. This amount shall be construed as the actual amount of damages sustained by the Owner, and may be retained by the Owner and deducted from periodic payments to the Contractor. 3. Contractor responsible even if Liquidated Damaaes assessed: Assessment of liquidated damages shall not release Contractor from any further obligations or liabilities pursuant to the Contract Documents. B. Calculation of Actual Damaaes: Actual damages will be assessed for failure to achieve Final Completion within the time provided. Actual damages will be calculated on the basis of direct architectural, administrative, and other related costs attributable to the Project from the date when Final Completion should have been achieved, based on the date January 1, 2019 00 7200-11 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 Substantial Completion is actually achieved, to the date Final Completion is actually achieved. Owner may offset these costs against any payment due Contractor. PART 4—SPECIFICATIONS, DRAWINGS,AND OTHER DOCUMENTS 4.01 DISCREPANCIES AND CONTRACT DOCUMENT REVIEW A. Specifications and Drawinqs are basis of the Work: The intent of the Specifications and Drawings is to describe a complete Project to be constructed in accordance with the Contract Documents. Contractor shall furnish all labor, materials, equipment, tools, transportation, permits, and supplies, and perform the Work required in accordance with the Drawings, Specifications, and other provisions of the Contract Documents. B. Parts of the Contract Documents are complementarv: The Contract Documents are complementary. What is required by one part of the Contract Documents shall be binding as if required by all. Anything mentioned in the Specifications and not shown on the Drawings, or shown on the Drawings and not mentioned in the Specifications, shall be of like effect as if shown or mentioned in both. C. Contractor to report discrepancies in Contract Documents: Contractor shall carefully study and compare the Contract Documents with each other and with information furnished by Owner. If, during the performance of the Work, Contractor finds a conflict, error, inconsistency, or omission in the Contract Documents, it shall promptly and before proceeding with the Work affected thereby, report such conflict, error, inconsistency, or omission to Owner/A/E in writing. D. Contractor knowledqe of discrepancv in documents— responsibilitv: Contractor shall do no Work without applicable Drawings, Specifications, or written modifications, or Shop Drawings where required, unless instructed to do so in writing by Owner. If Contractor performs any construction activity, and it knows or reasonably should have known that any of the Contract Documents contain a conflict, error, inconsistency, or omission, Contractor shall be responsible for the performance and shall bear the cost for its correction. E. Contractor to perform Work implied bv Contract Documents: Contractor shall provide any work or materials the provision of which is clearly implied and is within the scope of the Contract Documents even if the Contract Documents do not mention them specifically. F. Interpretation questions referred to A/E: Questions regarding interpretation of the requirements of the Contract Documents shall be referred to the A/E. 4.02 PROJECT RECORD A. Contractor to maintain Proiect Record Drawinqs and Specifications: Contractor shall legibly mark in ink on a separate set of the Drawings and Specifications all actual construction, including depths of foundations, horizontal and vertical locations of internal and underground utilities and appurtenances referenced to permanent visible and accessible surface improvements, field changes of dimensions and details, actual suppliers, manufacturers and trade names, models of installed equipment, and Change Order Proposals (COP). This separate set of Drawings and Specifications shall be the "Project Record." B. Update Proiect Record weeklv and keep on site: The Project Record shall be maintained on the project site throughout the construction and shall be clearly labeled "PROJECT RECORD." The Project Record shall be updated at least weekly noting all changes and January 1, 2019 00 7200-12 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 shall be available to Owner at all times. C. Final Proiect Record to A/E before Final Acceptance: Contractor shall submit the completed and finalized Project Record to A/E prior to Final Acceptance 4.03 SHOP DRAWINGS A. Definition of Shop Drawinqs: "Shop Drawings" means documents and other information required to be submitted to A/E by Contractor pursuant to the Contract Documents, showing in detail: the proposed fabrication and assembly of structural elements; and the installation (i.e. form, fit, and attachment details) of materials and equipment. Shop Drawings include, but are not limited to, drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, samples, and similar materials furnished by Contractor to explain in detail specific portions of the Work required by the Contract Documents. For materials and equipment to be incorporated into the Work, Contractor submittal shall include the name of the manufacturer, the model number, and other information concerning the performance, capacity, nature, and rating of the item. When directed, Contractor shall submit all samples at its own expense. Owner may duplicate, use, and disclose Shop Drawings provided in accordance with the Contract Documents. B. Approval of Shop Drawinqs bv Contractor and A/E: Contractor shall coordinate all Shop Drawings, and review them for accuracy, completeness, and compliance with the Contract Documents and shall indicate its approval thereon as evidence of such coordination and review. Where required by law, Shop Drawings shall be stamped by an appropriate professional licensed by the City of Renton. Shop Drawings submitted to A/E without evidence of Contractor's approval shall be returned for resubmission. Contractor shall review, approve, and submit Shop Drawings with reasonable promptness and in such sequence as to cause no delay in the Work or in the activities of Owner or separate contractors. Contractor's submittal schedule shall allow a reasonable time for A/E review. A/E will review, approve, or take other appropriate action on the Shop Drawings. Contractor shall perform no portion of the Work requiring submittal and review of Shop Drawings until the respective submittal has been reviewed and the A/E has approved or taken other appropriate action. Owner and A/E shall respond to Shop Drawing submittals with reasonable promptness. Any Work by Contractor shall be in accordance with reviewed Shop Drawings. Submittals made by Contractor which are not required by the Contract Documents may be returned without action. C. Contractor is not relieved of responsibilitv when Shop Drawinqs are approved: Approval, or other appropriate action with regard to Shop Drawings, by Owner or A/E shall not relieve Contractor of responsibility for any errors or omissions in such Shop Drawings, nor from responsibility for compliance with the requirements of the Contract Documents. Unless specified in the Contract Documents, review by Owner or A/E shall not constitute an approval of the safety precautions employed by Contractor during construction, or constitute an approval of Contractor's means or methods of construction. If Contractor fails to obtain approval before installation and the item or work is subsequently rejected, Contractor shall be responsible for all costs of correction. D. Variations between Shop Drawinqs and Contract Documents: If Shop Drawings show variations from the requirements of the Contract Documents, Contractor shall describe such variations in writing, separate from the Shop Drawings, at the time it submits the Shop Drawings containing such variations. If A/E approves any such variation, an appropriate Change Order will be issued. If the variation is minor and does not involve an adjustment in the Contract Sum or Contract Time, a Change Order need not be issued; however, the modification shall be recorded upon the Project Record. January 1, 2019 00 7200-13 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 E. Contractor to submit 5 copies of Shop Drawinqs: Unless otherwise provided in Division 1, Contractor shall submit to A/E for approval 5 copies of all Shop Drawings. Unless otherwise indicated, 3 sets of all Shop Drawings shall be retained by A/E and 2 sets shall be returned to Contractor. 4.04 ORGANIZATION OF SPECIFICATIONS Specification orqanization bv trade: Specifications are prepared in sections which conform generally with trade practices. These sections are for Owner and Contractor convenience and shall not control Contractor in dividing the Work among the Subcontractors or in establishing the extent of the Work to be performed by any trade. 4.05 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS,AND OTHER DOCUMENTS A. The Citv/Owner not Contractor, owns Copvriqht of Drawinqs and Specifications: The Drawings, Specifications, and other documents prepared by A/E are instruments of A/E's contracted service to the City through which the Work to be executed by Contractor is described. Neither Contractor nor any Subcontractor shall own or claim a copyright in the Drawings, Specifications, and other documents prepared by A/E, and A/E shall be deemed the author of them and will, along with any rights of Owner, retain all common law, statutory, and other reserved rights, in addition to the copyright. All copies of these documents, except Contractor's set, shall be returned or suitably accounted for to A/E, on request, upon completion of the Work. B. Drawinas and Specifications to be used onlv for this Proiect: The Drawings, Specifications, and other documents prepared by the A/E, and copies thereof furnished to Contractor, are for use solely with respect to this Project. They are not to be used by Contractor or any Subcontractor on other projects or for additions to this Project outside the scope of the Work without the specific written consent of Owner and A/E. Contractor and Subcontractors are granted a limited license to use and reproduce applicable portions of the Drawings, Specifications, and other documents prepared by A/E appropriate to and for use in the execution of their Work. C. Shop Drawinq license qranted to Owner: Contractor and all Subcontractors grant a non- exclusive license to Owner, without additional cost or royalty, to use for its own purposes (including reproduction) all Shop Drawings, together with the information and diagrams contained therein, prepared by Contractor or any Subcontractor. In providing Shop Drawings, Contractor and all Subcontractors warrant that they have authority to grant to Owner a license to use the Shop Drawings, and that such license is not in violation of any copyright or other intellectual property right. Contractor agrees to defend and indemnify Owner pursuant to the indemnity provisions in Section 5.03 and 5.22 from any violations of copyright or other intellectual property rights arising out of Owner's use of the Shop Drawings hereunder, or to secure for Owner, at Contractor's own cost, licenses in conformity with this section. D. Shop Drawinas to be used onlv for this Proiect: The Shop Drawings and other submittals prepared by Contractor, Subcontractors of any tier, or its or their equipment or material suppliers, and copies thereof furnished to Contractor, are for use solely with respect to this Project. They are not to be used by Contractor or any Subcontractor of any tier, or material or equipment supplier, on other projects or for additions to this Project outside the scope of the Work without the specific written consent of Owner. The Contractor, Subcontractors of any tier, and material or equipment suppliers are granted a limited license to use and reproduce applicable portions of the Shop Drawings and other submittals appropriate to January 1, 2019 00 7200-14 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 and for use in the execution of their Work under the Contract Documents. PART 5— PERFORMANCE 5.01 CONTRACTOR CONTROL AND SUPERVISION A. Contractor responsible for Means and Methods of construction: Contractor shall supervise and direct the Work, using its best skill and attention, and shall perform the Work in a skillful manner. Contractor shall be solely responsible for and have control over construction means, methods, techniques, sequences, and procedures and for coordinating all portions of the Work, unless the Contract Documents give other specific instructions concerning these matters. Contractor shall disclose its means and methods of construction when requested by Owner. B. Competent Superintendent required: Performance of the Work shall be directly supervised by a competent superintendent who has authority to act for Contractor. The superintendent must be satisfactory to the Owner and shall not be changed without the prior written consent of Owner. Owner may require Contractor to remove the superintendent from the Work or Project site, if Owner reasonably deems the superintendent incompetent, careless, or otherwise objectionable, provided Owner has first notified Contractor in writing and allowed a reasonable period for transition. C. Contractor responsible for acts and omissions of self and aqents: Contractor shall be responsible to Owner for acts and omissions of Contractor, Subcontractors, and their employees and agents. D. Contractor to emplov competent and disciplined workforce: Contractor shall enforce strict discipline and good order among all of the Contractor's employees and other persons performing the Work. Contractor shall not permit employment of persons not skilled in tasks assigned to them. Contractor's employees shall at all times conduct business in a manner which assures fair, equal, and nondiscriminatory treatment of all persons. Owner may, by written notice, request Contractor to remove from the Work or Project site any employee Owner reasonably deems incompetent, careless, or otherwise objectionable. E. Contractor to keep proiect documents on site: Contractor shall keep on the Project site a copy of the Drawings, Specifications, addenda, reviewed Shop Drawings, and permits and permit drawings. F. Contractor to complv with ethical standards: Contractor shall ensure that its owner(s) and employees, and those of its Subcontractors, comply with the Ethics in Public Service Act RCW 42.52, which, among other things, prohibits state employees from having an economic interest in any public works contract that was made by, or supervised by, that employee. Contractor shall remove, at its sole cost and expense, any of its, or its Subcontractors' employees, if they are in violation of this act. 5.02 PERMITS, FEES,AND NOTICES A. Contractor to obtain and pav for permits: Unless otherwise provided in the Contract Documents, Contractor shall pay for and obtain all permits, licenses, and inspections necessary for proper execution and completion of the Work. Prior to Final Acceptance, the approved, signed permits shall be delivered to Owner. B. Allowances for permit fees: If allowances for permits or utility fees are called for in the Contract Documents and set forth in Contractor's bid, and the actual costs of those permits January 1, 2019 00 7200-15 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 or fees differ from the allowances in the Contract Documents, the difference shall be adjusted by Change Order. C. Contractor to complv with all applicable laws: Contractor shall comply with and give notices required by all federal, state, and local laws, ordinances, rules, regulations, and lawful orders of public authorities applicable to performance of the Work. 5.03 PATENTS AND ROYALTIES Pavment, indemnification, and notice: Contractor is responsible for, and shall pay, all royalties and license fees. Contractor shall defend, indemnify, and hold Owner harmless from any costs, expenses, and liabilities arising out of the infringement by Contractor of any patent, copyright, or other intellectual property right used in the Work; however, provided that Contractor gives prompt notice, Contractor shall not be responsible for such defense or indemnity when a particular design, process, or product of a particular manufacturer or manufacturers is required by the Contract Documents. If Contractor has reason to believe that use of the required design, process, or product constitutes an infringement of a patent or copyright, it shall promptly notify Owner of such potential infringement. 5.04 PREVAILING WAGES A. Contractor to pav Prevailina Waaes: Contractor shall pay the prevailing rate of wages to all workers, laborers, or mechanics employed in the performance of any part of the Work in accordance with RCW 39.12 and the rules and regulations of the Department of Labor and Industries. The schedule of prevailing wage rates for the locality or localities of the Work, is determined by the Industrial Statistician of the Department of Labor and Industries. It is the Contractor's responsibility to verify the applicable prevailing wage rate. B. Statement of Intent to Pav Prevailina Waaes: Before payment is made by the Owner to the Contractor for any work performed by the Contractor and subcontractors whose work is included in the application for payment, the Contractor shall submit, or shall have previously submitted to the Owner for the Project, a Statement of Intent to Pay Prevailing Wages, approved by the Department of Labor and Industries, certifying the rate of hourly wage paid and to be paid each classification of laborers, workers, or mechanics employed upon the Work by Contractor and Subcontractors. Such rates of hourly wage shall not be less than the prevailing wage rate. C. Affidavit of Waaes Paid: Prior to release of retainage, the Contractor shall submit to the Owner an Affidavit of Wages Paid, approved by the Department of Labor and Industries, for the Contractor and every subcontractor, of any tier, that performed work on the Project. D. Disputes: 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 final and conclusive and binding on all parties involved in the dispute as provided for by RCW 39.12.060. E. Statement with pav application; Post Statements of Intent at iob site: Each Application for Payment submitted by Contractor shall state that prevailing wages have been paid in accordance with the pre-filed statement(s) of intent, as approved. Copies of the approved intent statement(s) shall be posted on the job site with the address and telephone number of the Industrial Statistician of the Department of Labor and Industries where a complaint or inquiry concerning prevailing wages may be made. F. Contractor to pav for Statements of Intent and Affidavits: In compliance with chapter 296- January 1, 2019 00 7200-16 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 127 WAC, Contractor shall pay to the Department of Labor and Industries the currently established fee(s) for each statement of intent and/or affidavit of wages paid submitted to the Department of Labor and Industries for certification. G. Certified Pavrolls: Consistent with WAC 296-127-320, the Contractor and any subcontractor shall submit a certified copy of payroll records if requested. 5.05 HOURS OF LABOR A. Overtime: Contractor shall comply with all applicable provisions of RCW 49.28 and they are incorporated herein by reference. Pursuant to that statute, no laborer, worker, or mechanic employed by Contractor, any Subcontractor, or any other person performing or contracting to do the whole or any part of the Work, shall be permitted or required to work more than eight hours in any one calendar day, provided, that in cases of extraordinary emergency, such as danger to life or property, the hours of work may be extended, but in such cases the rate of pay for time employed in excess of eight hours of each calendar day shall be not less than one and one-half times the rate allowed for this same amount of time during eight hours of service. B. 4-10 Aareements: Notwithstanding the preceding paragraph, RCW 49.28 permits a contractor or subcontractor in any public works contract subject to those provisions, to enter into an agreement with its employees in which the employees work up to ten hours in a calendar day. No such agreement may provide that the employees work ten-hour days for more than four calendar days a week. Any such agreement is subject to approval by the employees. The overtime provisions of RCW 49.28 shall not apply to the hours, up to forty hours per week, worked pursuant to any such agreement. 5.06 NONDISCRIMINATION A. Discrimination prohibited bv applicable laws: Discrimination in all phases of employment is prohibited by, among other laws and regulations, Title VII of the Civil Rights Act of 1964, the Vietnam Era Veterans Readjustment Act of 1974, Sections 503 and 504 of the Vocational Rehabilitation Act of 1973, the Equal Employment Act of 1972, the Age Discrimination Act of 1967, the Americans with Disabilities Act of 1990, the Civil Rights Act of 1991, Presidential Executive Order 11246, Executive Order 11375, the Washington State Law Against Discrimination, RCW 49.60, and Gubernatorial Executive Order 85-09. These laws and regulations establish minimum requirements for affirmative action and fair employment practices which Contractor must meet. B. Durinq performance of the Work: 1. Protected Classes: Contractor shall not discriminate against any employee or applicant for employment because of race, creed, color, national origin, sex, age, marital status, or the presence of any physical, sensory, or mental disability, Vietnam era veteran status, or disabled veteran status, nor commit any other unfair practices as defined in RCW 49.60. 2. Advertisements to state nondiscrimination: Contractor shall, in all solicitations or advertisements for employees placed by or for it, state that all qualified applicants will be considered for employment, without regard to race, creed, color, national origin, sex, age, marital status, or the presence of any physical, sensory, or mental disability. 3. Contractor to notifv unions and others of nondiscrimination: Contractor shall send to each labor union, employment agency, or representative of workers with which it has a January 1, 2019 00 7200-17 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 collective bargaining agreement or other contract or understanding, a notice advising the labor union, employment agency, or workers' representative of Contractor's obligations according to the Contract Documents and RCW 49.60. 4. Owner and State access to Contractor records: Contractor shall permit access to its books, records, and accounts, and to its premises by Owner, and by the Washington State Human Rights Commission, forthe purpose of investigation to ascertain compliance with this section of the Contract Documents. 5. Pass throuqh provisions to Subcontractors: Contractor shall include the provisions of this section in every Subcontract. 5.07 SAFETY PRECAUTIONS A. Contractor responsible for safetv: Contractor shall be responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the Work. B. Contractor safetv responsibilities: In carrying out its responsibilities according to the Contract Documents, Contractor shall protect the lives and health of employees performing the Work and other persons who may be affected by the Work; prevent damage to materials, supplies, and equipment whether on site or stored off-site; and prevent damage to other property at the site or adjacent thereto. Contractor shall comply with all applicable laws, ordinances, rules, regulations, and orders of any public body having jurisdiction for the safety of persons or property or to protect them from damage, injury, or loss; shall erect and maintain all necessary safeguards for such safety and protection; and shall notify owners of adjacent property and utilities when prosecution of the Work may affect them. C. Contractor to maintain safetv records: Contractor shall maintain an accurate record of exposure data on all incidents relating to the Work resulting in death, traumatic injury, occupational disease, or damage to property, materials, supplies, or equipment. Contractor shall immediately report any such incident to Owner. Owner shall, at all times, have a right of access to all records of exposure. D. Contractor to provide HazMat traininq: Contractor shall provide all persons working on the Project site with information and training on hazardous chemicals in their work at the time of their initial assignment, and whenever a new hazard is introduced into their work area. 1. Information. At a minimum, Contractor shall inform persons working on the Project site of: a. WAC: The requirements of chapter 296-62 WAC, General Occupational Health Standards; b. Presence of hazardous chemicals: Any operations in their work area where hazardous chemicals are present; and c. Hazard communications proqram: The location and availability of written hazard communication programs, including the required list(s) of hazardous chemicals and material safety data sheets required by chapter 296-62 WAC. 2. Trainin . At a minimum, Contractor shall provide training for persons working on the Project site which includes: January 1, 2019 00 7200-18 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 a. Detectinq hazardous chemicals: Methods and observations that may be used to detect the presence or release of a hazardous chemical in the work area (such as monitoring conducted by the employer, continuous monitoring devices, visual appearance or odor of hazardous chemicals when being released, etc.); b. Hazards of chemicals: The physical and health hazards of the chemicals in the work area; c. Protection from hazards: The measures such persons can take to protect themselves from these hazards, including specific procedures Contractor, or its Subcontractors, or others have implemented to protect those on the Project site from exposure to hazardous chemicals, such as appropriate work practices, emergency procedures, and personal protective equipment to be used; and d. Hazard communications proqram: The details of the hazard communications program developed by Contractor, or its Subcontractors, including an explanation of the labeling system and the material safety data sheet, and how employees can obtain and use the appropriate hazard information. E. Hazardous, toxic or harmful substances: Contractor's responsibility for hazardous, toxic, or harmful substances shall include the following duties: 1. Illeqal use of danqerous substances: Contractor shall not keep, use, dispose, transport, generate, or sell on or about the Project site, any substances now or hereafter designated as, or which are subject to regulation as, hazardous, toxic, dangerous, or harmful by any federal, state or local law, regulation, statute or ordinance (hereinafter collectively referred to as "hazardous substances"), in violation of any such law, regulation, statute, or ordinance, but in no case shall any such hazardous substance be stored more than 90 Days on the Project site. 2. Contractor notifications of spills, failures, inspections, and fines: Contractor shall promptly notify Owner of all spills or releases of any hazardous substances which are otherwise required to be reported to any regulatory agency and pay the cost of cleanup. Contractor shall promptly notify Owner of all failures to comply with any federal, state, or local law, regulation, or ordinance; all inspections of the Project site by any regulatory entity concerning the same; all regulatory orders or fines; and all responses or interim cleanup actions taken by or proposed to be taken by any government entity or private party on the Project site. F. Public safetv and traffic: All Work shall be performed with due regard for the safety of the public. Contractor shall perform the Work so as to cause a minimum of interruption of vehicular traffic or inconvenience to pedestrians. All arrangements to care for such traffic shall be Contractor's responsibilities. All expenses involved in the maintenance of traffic by way of detours shall be borne by Contractor. G. Contractor to act in an emerqencv: In an emergency affecting the safety of life or the Work or of adjoining property, Contractor is permitted to act, at its discretion, to prevent such threatened loss or injury, and Contractor shall so act if so authorized or instructed. H. No dutv of safetv bv Owner or A/E: Nothing provided in this section shall be construed as imposing any duty upon Owner or A/E with regard to, or as constituting any express or implied assumption of control or responsibility over, Project site safety, or over any other safety conditions relating to employees or agents of Contractor or any of its Subcontractors, or the public. January 1, 2019 00 7200-19 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 5.08 OPERATIONS, MATERIAL HANDLING,AND STORAGE AREAS A. Limited storaqe areas: Contractor shall confine all operations, including storage of materials, to Owner-approved areas. See bid drawings for allowable square footage of stag ing/laydown. B. Temporary buildinqs and utilities at Contractor expense: Temporary buildings (e.g., storage sheds, shops, offices) and utilities may be provided by Contractor only with the consent of Owner and without expense to Owner. The temporary buildings and utilities shall be removed by Contractor at its expense upon completion of the Work. C. Roads and vehicle loads: Contractor shall use only established roadways or temporary roadways authorized by Owner. When materials are transported in prosecuting the Work, vehicles shall not be loaded beyond the loading capacity recommended by the manufacturer of the vehicle or prescribed by federal, state, or local law or regulation. D. Ownership and reportinq bv Contractor of demolished materials: Ownership and control of all materials or facility components to be demolished or removed from the Project site by Contractor shall immediately vest in Contractor upon severance of the component from the facility or severance of the material from the Project site. Contractor shall be responsible for compliance with all laws governing the storage and ultimate disposal. Contractor shall provide Owner with a copy of all manifests and receipts evidencing proper disposal when required by Owner or applicable law. E. Contractor responsible for care of materials and equipment on-site: Contractor shall be responsible for the proper care and protection of its materials and equipment delivered to the Project site. Materials and equipment may be stored on the premises subject to approval of the Owner. When Contractor uses any portion of the Project site as a shop, Contractor shall be responsible for any repairs, patching, or cleaning arising from such use. F. Contractor responsible for loss of materials and equipment: Contractor shall protect and be responsible for any damage or loss to the Work, or to the materials or equipment until the date of Substantial Completion, and shall repair or replace without cost to Owner any damage or loss that may occur, except damages or loss caused by the acts or omissions of Owner. Contractor shall also protect and be responsible for any damage or loss to the Work, or to the materials or equipment, after the date of Substantial Completion, and shall repair or replace without cost to Owner any such damage or loss that might occur, to the extent such damages or loss are caused by the acts or omissions of Contractor, or any Subcontractor. 5.09 PRIOR NOTICE OF EXCAVATION A. Excavation defined; Use of locator services: "Excavation" means an operation in which earth, rock, or other material on or below the ground is moved or otherwise displaced by any means, except the tilling of soil less than 12 inches in depth for agricultural purposes, or road ditch maintenance that does not change the original road grade or ditch flow line. Before commencing any excavation, Contractor shall provide notice of the scheduled commencement of excavation to all owners of underground facilities or utilities, through locator services. 5.10 UNFORESEEN PHYSICAL CONDITIONS January 1, 2019 00 7200-20 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 A. Notice requirement for concealed or unknown conditions: If Contractor encounters conditions at the site which are subsurface or otherwise concealed physical conditions which differ materially from those indicated in the Contract Documents, or unknown physical conditions of an unusual nature which differ materially from those ordinarily found to exist and generally recognized as inherent in construction activities of the character provided for in the Contract Documents, then Contractor shall give written notice to Owner promptly and in no event later than 7 Days after the first observance of the conditions. Conditions shall not be disturbed priorto such notice. B. Adiustment in Contract Time and Contract Sum: If such conditions differ materially and cause a change in Contractor's cost of, or time required for, performance of any part of the Work, the Contractor may be entitled to an equitable adjustment in the Contract Time or Contract Sum, or both, provided it makes a request therefore as provided in Part 7. 5.11 PROTECTION OF EXISTING STRUCTURES, EQUIPMENT,VEGETATION, UTILITIES AND IMPROVEMENTS A. Contractor to protect and repair propertv: Contractor shall protect from damage all existing structures, equipment, improvements, utilities, and vegetation: at or near the Project site; and on adjacent property of a third party, the locations of which are made known to or should be known by Contractor. Contractor shall repair any damage, including that to the property of a third party, resulting from failure to comply with the requirements of the Contract Documents or failure to exercise reasonable care in performing the Work. If Contractor fails or refuses to repair the damage promptly, Owner may have the necessary work performed and charge the cost to Contractor. B. Tree and veqetation protection: Contractor shall only remove trees when specifically authorized to do so, and shall protect vegetation that will remain in place. 5.12 LAYOUT OF WORK A. Advanced planninq of the Work: Contractor shall plan and lay out the Work in advance of operations so as to coordinate all work without delay or revision. B. Lavout responsibilities: Contractor shall lay out the Work from Owner-established baselines and bench marks indicated on the Drawings, and shall be responsible for all field measurements in connection with the layout. Contractor shall furnish, at its own expense, all stakes, templates, platforms, equipment, tools, materials, and labor required to lay out any part of the Work. Contractor shall be responsible for executing the Work to the lines and grades that may be established. Contractor shall be responsible for maintaining or restoring all stakes and other marks established. 5.13 MATERIAL AND EQUIPMENT A. Contractor to provide new and equivalent equipment and materials: All equipment, material, and articles incorporated into the Work shall be new and of the most suitable grade forthe purpose intended, unless otherwise specifically provided in the Contract Documents. References in the Specifications to equipment, material, articles, or patented processes by trade name, make, or catalog number, shall be regarded as establishing a standard quality and shall not be construed as limiting competition. Contractor may, at its option, use any equipment, material, article, or process that, in the judgment of A/E, is equal to that named in the specifications, unless otherwise specifically provided in the Contract Documents. January 1, 2019 00 7200-21 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 B. Contractor responsible for fittinq parts toqether: Contractor shall do all cutting, fitting, or patching that 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 Documents. Contractor shall not endanger any work by cutting, excavating, or otherwise altering the Work and shall not cut or alter the work of any other contractor unless approved in advance by Owner. C. Owner mav reiect defective Work: Should any of the Work be found defective, or in any way not in accordance with the Contract Documents, this work, in whatever stage of completion, may be rejected by Owner. 5.14 AVAILABILITY AND USE OF UTILITY SERVICES A. Owner to provide and charqe for utilities: Owner shall make all reasonable utilities available to Contractor from existing outlets and supplies, as specified in the Contract Documents. Contractor will carefully conserve any utilities furnished. 5.15 TESTS AND INSPECTION A. Contractor to provide for all testinq and inspection of Work: Contractor shall maintain an adequate testing and inspection program and perform such tests and inspections as are necessary or required to ensure that the Work conforms to the requirements of the Contract Documents. Contractor shall be responsible for inspection and quality surveillance of all its Work and all Work performed by any Subcontractor. Unless otherwise provided, Contractor shall make arrangements for such tests, inspections, and approvals with an independent testing laboratory or entity acceptable to Owner, or with the appropriate public authority, and shall bear all related costs of tests, inspections, and approvals. Contractor shall give Owner timely notice of when and where tests and inspections are to be made. Contractor shall maintain complete inspection records and make them available to Owner. B. Owner mav conduct tests and inspections: Owner may, at any reasonable time, conduct such inspections and tests as it deems necessary to ensure that the Work is in accordance with the Contract Documents. Owner shall promptly notify Contractor if an inspection or test reveals that the Work is not in accordance with the Contract Documents. Unless the subject items are expressly accepted by Owner, such Owner inspection and tests are for the sole benefit of Owner and do not: 1. Constitute or imply acceptance; 2. Relieve Contractor of responsibility for providing adequate quality control measures; 3. Relieve Contractor of responsibility for risk of loss or damage to the Work, materials, or equipment; 4. Relieve Contractor of its responsibility to comply with the requirements of the Contract Documents; or 5. Impair Owner's right to reject defective or nonconforming items, or to avail itself of any other remedy to which it may be entitled. C. Inspections or inspectors do not modifv Contract Documents: Neither observations by an inspector retained by Owner, the presence or absence of such inspector on the site, nor January 1, 2019 00 7200-22 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 inspections, tests, or approvals by others, shall relieve Contractor from any requirement of the Contract Documents, nor is any such inspector authorized to change any term or condition of the Contract Documents. D. Contractor responsibilities on inspections: Contractor shall promptly furnish, without additional charge, all facilities, labor, material and equipment reasonably needed for performing such safe and convenient inspections and tests as may be required by Owner. Owner may charge Contractor any additional cost of inspection or testing when Work is not ready at the time specified by Contractor for inspection or testing, or when prior rejection makes reinspection or retest necessary. Owner shall perform its inspections and tests in a manner that will cause no undue delay in the Work. 5.16 CORRECTION OF NONCONFORMING WORK A. Work covered bv Contractor without inspection: If a portion of the Work is covered contrary to the requirements in the Contract Documents, it must, if required in writing by Owner, be uncovered for Owner's observation and be replaced at the Contractor's expense and without change in the Contract Time. B. Pavment provisions for uncoverinq covered Work: If, at any time prior to Final Completion, Owner desires to examine the Work, or any portion of it, which has been covered, Owner may request to see such Work and it shall be uncovered by Contractor. If such Work is in accordance with the Contract Documents, the Contractor shall be entitled to an adjustment in the Contract Sum for the costs of uncovering and replacement, and, if completion of the Work is thereby delayed, an adjustment in the Contract Time, provided it makes such a request as provided in Part 7. If such Work is not in accordance with the Contract Documents, the Contractor shall pay the costs of examination and reconstruction. C. Contractor to correct and pav for non-conforminq Work: Contractor shall promptly correct Work found by Owner not to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed, or completed. Contractor shall bear all costs of correcting such nonconforming Work, including additional testing and inspections. D. Contractor's compliance with warrantv provisions: If, within one year after the date of Substantial Completion of the Work or designated portion thereof, or within one year after the date for commencement of any system warranties established under Section 6.08, or within the terms of any applicable special warranty required by the Contract Documents, any of the Work is found to be not in accordance with the requirements of the Contract Documents, Contractor shall correct it promptly after receipt of written notice from Owner to do so. Owner shall give such notice promptly after discovery of the condition. This period of one year shall be extended, with respect to portions of Work first performed after Substantial Completion, by the period of time between Substantial Completion and the actual performance of the Work. Contractor's duty to correct with respect to Work repaired or replaced shall run for one year from the date of repair or replacement. Obligations under this paragraph shall survive Final Acceptance. E. Contractor to remove non-conforminq Work: Contractor shall remove from the Project site portions of the Work which are not in accordance with the requirements of the Contract Documents and are neither corrected by Contractor nor accepted by Owner. F. Owner mav charqe Contractor for non-conforminq Work: If Contractor fails to correct nonconforming Work within a reasonable time after written notice to do so, Owner may replace, correct, or remove the nonconforming Work and charge the cost thereof to the January 1, 2019 00 7200-23 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 Contractor. G. Contractor to pav for damaqed Work durinq correction: Contractor shall bear the cost of correcting destroyed or damaged Work, whether completed or partially completed, caused by Contractor's correction or removal of Work which is not in accordance with the requirements of the Contract Documents. H. No Period of limitation on other requirements: Nothing contained in this section shall be construed to establish a period of limitation with respect to other obligations which Contractor might have according to the Contract Documents. Establishment of the time period of one year as described in Section 5.16D relates only to the specific obligation of Contractor to correct the Work, and has no relationship to the time within which the Contractor's obligation to comply with the Contract Documents may be sought to be enforced, including the time within which such proceedings may be commenced. I. Owner mav accept non-conforminq Work and charqe Contractor: If Owner prefers to accept Work which is not in accordance with the requirements of the Contract Documents, Owner may do so instead of requiring its removal and correction, in which case the Contract Sum may be reduced as appropriate and equitable. 5.17 CLEAN UP Contractor to keep site clean and leave it clean: Contractor shall at all times keep the Project site, including hauling routes, infrastructures, utilities, and storage areas, free from accumulations of waste materials. Before completing the Work, Contractor shall remove from the premises its rubbish, tools, scaffolding, equipment, and materials. Upon completing the Work, Contractor shall leave the Project site in a clean, neat, and orderly condition satisfactory to Owner. If Contractor fails to clean up as provided herein, and after reasonable notice from Owner, Owner may do so and the cost thereof shall be charged to Contractor. 5.18 ACCESS TO WORK Owner and A/E access to Work site: Contractor shall provide Owner and A/E access to the Work in progress wherever located. 5.19 OTHER CONTRACTS Owner mav award other contracts; Contractor to cooperate: Owner may undertake or award other contracts for additional work at or near the Project site. Contractor shall reasonably cooperate with the other contractors and with Owner's employees and shall carefully adapt scheduling and perform the Work in accordance with these Contract Documents to reasonably accommodate the other work. 5.20 SUBCONTRACTORS AND SUPPLIERS A. Subcontractor Responsibilitv: The Contractor shall include the language of this paragraph in each of its first-tier subcontracts, and shall require each of its subcontractors to include the same language of this section in each of their subcontracts, adjusting only as necessary the terms used for the contracting parties. Upon request of the Owner, the Contractor shall promptly provide documentation to the Owner demonstrating that the subcontractor meets the subcontractor responsibility criteria below. The requirements of this paragraph apply to all subcontractors regardless of tier. At the time of subcontract execution, the Contractor shall verify that each of its first-tier subcontractors meets the following bidder responsibility criteria: January 1, 2019 00 7200-24 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 1. Have a current certificate of registration as a contractor in compliance with chapter 18.27 RCW, which must have been in effect at the time of subcontract bid submittal; 2. Have a current Washington Unified Business Identifier(UBI) number; 3. If applicable, have: a. Industrial Insurance (workers' compensation) coverage forthe subcontractor's employees working in Washington, as required in Title 51 RCW; b. A Washington Employment Security Department number, as required in Title 50 RC W; c. A Washington Department of Revenue state excise tax registration number, as required in Title 82 RCW; d. An electrical contractor license, if required by Chapter 19.28 RCW; e. An elevator contractor license, if required by Chapter 70.87 RCW. 4. Not be disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). 5. On a project subject to the apprenticeship utilization requirements in RCW 39.04.320, not have been found out of compliance by the Washington state apprenticeship and training council for working apprentices out of ratio, without appropriate supervision, or outside their approved work processes as outlined in their standards of apprenticeship under chapter 49.04 RCW for the one-year period immediately preceding the date of the Owner's first advertisement of the project. 6. Within the three-year period immediately preceding the date of the bid solicitation, not have been determined by a final and binding citation and notice of assessment issued by the department of labor and industries or through a civil judgment entered by a court of limited or general jurisdiction to have willfully violated, as defined in RCW 49.48.082, any provision of chapter 49.46, 49.48, or 49.52 RCW. B. Provide names of Subcontractors and use qualified firms: Before submitting the first Application for Payment, Contractor shall furnish in writing to Owner the names, addresses, and telephone numbers of all Subcontractors, as well as suppliers providing materials in excess of$2,500. Contractor shall utilize Subcontractors and suppliers which are experienced and qualified, and meet the requirements of the Contract Documents, if any. Contractor shall not utilize any Subcontractor or supplier to whom the Owner has a reasonable objection, and shall obtain Owner's written consent before making any substitutions or additions. C. Subcontracts in writinq and pass throuqh provision: All Subcontracts must be in writing. By appropriate written agreement, Contractor shall require each Subcontractor, so far as applicable to the Work to be performed by the Subcontractor, to be bound to Contractor by terms of the Contract Documents, and to assume toward Contractor all the obligations and responsibilities which Contractor assumes toward Owner in accordance with the Contract Documents. Each Subcontract shall preserve and protect the rights of Owner in accordance with the Contract Documents with respect to the Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such rights. Where January 1, 2019 00 7200-25 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 appropriate, Contractor shall require each Subcontractor to enter into similar agreements with Sub-subcontractors. However, nothing in this paragraph shall be construed to alterthe contractual relations between Contractor and its Subcontractors with respect to insurance or bonds. D. Coordination of Subcontractors; Contractor responsible for Work: Contractor shall schedule, supervise, and coordinate the operations of all Subcontractors. No Subcontracting of any of the Work shall relieve Contractor from its responsibility for the performance of the Work in accordance with the Contract Documents or any other obligations of the Contract Documents. E. Automatic assiqnment of subcontracts: Each subcontract agreement for a portion of the Work is hereby assigned by Contractor to Owner provided that: 1. Effective onlv after termination and Owner approval: The assignment is effective only after termination by Owner for cause pursuant to Section 9.01 and only for those Subcontracts which Owner accepts by notifying the Subcontractor in writing; and 2. Owner assumes Contractor's responsibilities: After the assignment is effective, Owner will assume all future duties and obligations toward the Subcontractor which Contractor assumed in the Subcontract. 3. Impact of bond: The assignment is subject to the prior rights of the surety, if any, obligated under any bond provided in accordance with the Contract Documents. 5.21 WARRANTY OF CONSTRUCTION A. Contractor warrantv of Work: In addition to any special warranties provided elsewhere in the Contract Documents, Contractor warrants that all Work conforms to the requirements of the Contract Documents and is free of any defect in equipment, material, or design furnished, or workmanship performed by Contractor. B. Contractor responsibilities: With respect to all warranties, express or implied, for Work performed or materials furnished according to the Contract Documents, Contractor shall: 1. Obtain warranties: Obtain all warranties that would be given in normal commercial practice; 2. Warranties for benefit of Owner: Require all warranties to be executed, in writing, for the benefit of Owner; 3. Enforcement of warranties: Enforce all warranties for the benefit of Owner, if directed by Owner; and 4. Contractor responsibilitv for subcontractor warranties: Be responsible to enforce any subcontractor's, manufacturer's, or supplier's warranties should they extend beyond the period specified in the Contract Documents. C. Warranties bevond Final Acceptance: The obligations under this section shall survive Final Acceptance. 5.22 INDEMNIFICATION Contractor shall indemnify, defend and hold harmless City of Renton, its elected officials, January 1, 2019 00 7200-26 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 officers, agents, employees and volunteers, from and against any and all claims, losses or liability, or any portion of the same, including but not limited to reasonable attorneys'fees, legal expenses and litigation costs, arising from injury or death to persons, including injuries, sickness, disease or death of Contractor's own employees, agents and volunteers, or damage to property caused by Contractor's negligent act or omission, except for those acts caused by or resulting from a negligent act or omission by City of Renton and its officers, agents, employees and volunteers. Including Patent infringement: The use of any design, process, or equipment which constitutes an infringement of any United States patent presently issued, or violates any other proprietary interest, including copyright, trademark, and trade secret. Should a court of competent jurisdiction determine that this agreement is subject to RCW 4.24.115, (Validity of agreement to indemnify against liability for negligence relative to construction, alteration, improvement, etc., of structure or improvement attached to real estate...) then, in the event of liability for damages arising out of bodily injury to persons or damages to property caused by or resulting from the concurrent negligence of the contractor and City or Renton, its officers, officials, employees and volunteers, Contractor's liability shall be only to the extent of Contractor's negligence. It is further specifically and expressly understood that the indemnification provided in this Agreement constitute Contractor's waiver of immunity under the Industrial Insurance Act, RCW Title 51, solely for the purposes of this indemnification. The Parties have mutually negotiated and agreed to this waiver. The provisions of this section shall survive the expiration or termination of this Agreement. PART 6— PAYMENTS AND COMPLETION 6.01 CONTRACT SUM Owner shall pav Contract Sum: Owner shall pay Contractor the Contract Sum for performance of the Work, in accordance with the Contract Documents. 6.02 SCHEDULE OF VALUES Contractor to submit Schedule of Values: Before submitting its first Application for Payment, Contractor shall submit to Owner for approval a breakdown allocating the total Contract Sum to each principal category of work, in such detail as requested by Owner("Schedule of Values"). The approved Schedule of Values shall include appropriate amounts for demobilization, record drawings, O&M manuals, and any other requirements for Project closeout, and shall be used by Owner as the basis for progress payments. Payment for Work shall be made only for and in accordance with those items included in the Schedule of Values. 6.03 APPLICATION FOR PAYMENT A. Monthlv Application for Pavment with substantiation: At monthly intervals, unless determined otherwise by Owner, Contractor shall submit to Owner an itemized Application for Payment for Work completed in accordance with the Contract Documents and the approved Schedule of Values. Each application shall be supported by such substantiating data as Owner may require. B. Contractor certifies Subcontractors paid: By submitting an Application for Payment, Contractor is certifying that all Subcontractors have been paid, less earned retainage in accordance with RCW 60.28.011, as their interests appeared in the last preceding January 1, 2019 00 7200-27 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 certificate of payment. By submitting an Application for Payment, Contractor is recertifying that the representations set forth in Section 1.03, are true and correct, to the best of Contractor's knowledge, as of the date of the Application for Payment. C. Reconciliation of Work with Proqress Schedule: At the time, it submits an Application for Payment, Contractor shall analyze and reconcile, to the satisfaction of Owner, the actual progress of the Work with the Progress Schedule. D. Pavment for material delivered to site or stored off-site: If authorized by Owner, the Application for Payment may include request for payment for material delivered to the Project site and suitably stored, or for completed preparatory work. Payment may similarly be requested for material stored off the Project site, provided Contractor complies with or furnishes satisfactory evidence of the following: 1. Suitable facilitv or location: The material will be placed in a facility or location that is structurally sound, dry, lighted and suitable for the materials to be stored; 2. Facilitv or location within 10 miles of Proiect: The facility or location is located within a 10-mile radius of the Project. Other locations may be utilized, if approved in writing, by Owner; 3. Facilitv or location exclusive to Proiect's materials: Only materials for the Project are stored within the facility or location (or a secure portion of a facility or location set aside for the Project); 4. Insurance provided on materials in facilitv or location: Contractor furnishes Owner a certificate of insurance extending Contractor's insurance coverage for damage, fire, and theft to cover the full value of all materials stored, or in transit; 5. Facilitv or location locked and secure: The facility or location (or secure portion thereofl is continuously under lock and key, and only Contractor's authorized personnel shall have access; 6. Owner riqht of access to facilitv or location: Owner shall have the right of access in company of Contractor; 7. Contractor assumes total responsibilitv for stored materials: Contractor and its surety assume total responsibility for the stored materials; and 8. Contractor provides documentation and Notice when materials moved to site: Contractor furnishes to Owner certified lists of materials stored, bills of lading, invoices, and other information as may be required, and shall also furnish Notice to Owner when materials are moved from storage to the Project site. 6.04 PROGRESS PAYMENTS A. Owner to pav within 30 Days: Owner shall make progress payments, in such amounts as Owner determines are properly due, within 30 Days after receipt of a properly executed Application for Payment. Owner shall notify Contractor in accordance with chapter 39.76 RCW if the Application for Payment does not comply with the requirements of the Contract Documents. B. Withholdinq retainaqe; Options for retainaqe: Owner shall retain 5% of the amount of each progress payment until 45 Days after Final Acceptance and receipt of all documents January 1, 2019 00 7200-28 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 required by law or the Contract Documents, including, at Owner's request, consent of surety to release of the retainage. In accordance with chapter 60.28 RCW, Contractor may request that monies reserved be retained in a fund by Owner, deposited by Owner in a bank or savings and loan, or placed in escrow with a bank or trust company to be converted into bonds and securities to be held in escrow with interest to be paid to Contractor. Owner may permit Contractor to provide an appropriate bond in lieu of the retained funds. C. Title passes to Owner upon pavment: Title to all Work and materials covered by a progress payment shall pass to Owner at the time of such payment free and clear of all liens, claims, security interests, and encumbrances. Passage of title shall not, however, relieve Contractor from any of its duties and responsibilities for the Work or materials, or waive any rights of Owner to insist on full compliance by Contractor with the Contract Documents. D. Interest on unpaid balances: Payments due and unpaid in accordance with the Contract Documents shall bear interest as specified in chapter 39.76 RCW. 6.05 PAYMENTS WITHHELD A. Owner's riqht to withhold pavment: Owner may withhold or, on account of subsequently discovered evidence, nullify the whole or part of any payment to such extent as may be necessary to protect Owner from loss or damage for reasons including but not limited to: 1. Non-compliant Work: Work not in accordance with the Contract Documents; 2. Remaininq Work to cost more than unpaid balance: Reasonable evidence that the Work required by the Contract Documents cannot be completed for the unpaid balance of the Contract Sum; 3. Owner correction or completion Work: Work by Owner to correct defective Work or complete the Work in accordance with Section 5.16; 4. Contractor's failure to perform: Contractor's failure to perform in accordance with the Contract Documents; or 5. Contractor's neqliqent acts or omissions: Cost or liability that may occur to Owner as the result of Contractor's fault or negligent acts or omissions. B. Owner to notifv Contractor of withholdinq for unsatisfactory performance: In any case where part or all of a payment is going to be withheld for unsatisfactory performance, Owner shall notify Contractor in accordance with chapter 39.76 RCW. 6.06 RETAINAGE AND BOND CLAIM RIGHTS Chapters 39.08 RCW and 60.28 RCW incorporated bv reference: Chapters 39.08 RCW and 60.28 RCW, concerning the rights and responsibilities of Contractor and Owner with regard to the performance and payment bonds and retainage, are made a part of the Contract Documents by reference as though fully set forth herein. 6.07 SUBSTANTIAL COMPLETION Substantial Completion defined: Substantial Completion is the stage in the progress of the Work (or portion thereof designated and approved by Owner) when the construction is sufficiently January 1, 2019 00 7200-29 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 complete, in accordance with the Contract Documents, so Owner has full and unrestricted use and benefit of the facilities (or portion thereof designated and approved by Owner) for the use for which it is intended. All Work other than incidental corrective or punch list work shall be completed. Substantial Completion shall not have been achieved if all systems and parts are not functional, if utilities are not connected and operating normally, if all required occupancy permits have not been issued, or if the Work is not accessible by normal vehicular and pedestrian traffic routes. The date Substantial Completion is achieved shall be established in writing by Owner. Contractor may request an early date of Substantial Completion which must be approved by Change Order. Owner's occupancy of the Work or designated portion thereof does not necessarily indicate that Substantial Completion has been achieved. 6.08 PRIOR OCCUPANCY A. Prior Occupancv defined; Restrictions: Owner may, upon written notice thereof to Contractor, take possession of or use any completed or partially completed portion of the Work ("Prior Occupancy") at any time prior to Substantial Completion. Unless otherwise agreed in writing, Prior Occupancy shall not: be deemed an acceptance of any portion of the Work; accelerate the time for any payment to Contractor; prejudice any rights of Owner provided by any insurance, bond, guaranty, or the Contract Documents; relieve Contractor of the risk of loss or any of the obligations established by the Contract Documents; establish a date for termination or partial termination of the assessment of liquidated damages; or constitute a waiver of claims. B. Damaqe; Dutv to repair and warranties: Notwithstanding anything in the preceding paragraph, Owner shall be responsible for loss of or damage to the Work resulting from Prior Occupancy. Contractor's one-year duty to repair any system warranties shall begin on building systems activated and used by Owner as agreed in writing by Owner and Contractor. 6.09 FINAL COMPLETION, ACCEPTANCE, AND PAYMENT A. Final Completion defined: Final Completion shall be achieved when the Work is fully and finally complete in accordance with the Contract Documents. The date Final Completion is achieved shall be established by Owner in writing, but in no case, shall constitute Final Acceptance which is a subsequent, separate, and distinct action. B. Final Acceptance defined: Final Acceptance shall be achieved when the Contractor has completed the requirements of the Contract Documents. The date Final Acceptance is achieved shall be established by Owner in writing. Prior to Final Acceptance, Contractor shall, in addition to all other requirements in the Contract Documents, submit to Owner a written notice of any outstanding disputes or claims between Contractor and any of its Subcontractors, including the amounts and other details thereof. Neither Final Acceptance, nor final payment, shall release Contractor or its sureties from any obligations of these Contract Documents or the payment and performance bonds, or constitute a waiver of any claims by Owner arising from Contractor's failure to perform the Work in accordance with the Contract Documents. C. Final pavment waives Claim riahts: Acceptance of final payment by Contractor, or any Subcontractor, shall constitute a waiver and release to Owner of all claims by Contractor, or any such Subcontractor, for an increase in the Contract Sum or the Contract Time, and for every act or omission of Owner relating to or arising out of the Work, except for those Claims made in accordance with the procedures, including the time limits, set forth in Part 8 January 1, 2019 00 7200-30 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 PART 7—CHANGES 7.01 CHANGE IN THE WORK A. Chanqes in Work, Contract Sum, and Contract Time bv Chanqe Order: Owner may, at any time and without notice to Contractor's surety, order additions, deletions, revisions, or other changes in the Work. These changes in the Work shall be incorporated into the Contract Documents through the execution of Change Orders. If any change in the Work ordered by Owner causes an increase or decrease in the Contract Sum or the Contract Time, an equitable adjustment shall be made as provided in Section 7.02 or 7.03, respectively, and such adjustment(s) shall be incorporated into a Change Order. B. Owner mav request COP from Contractor: If Owner desires to order a change in the Work, it may request a written Change Order Proposal (COP) from Contractor. Contractor shall submit a Change Order Proposal within 14 Days of the request from Owner, or within such other period as mutually agreed. Contractor's Change Order Proposal shall be full compensation for implementing the proposed change in the Work, including any adjustment in the Contract Sum or Contract Time, and including compensation for all delays in connection with such change in the Work and for any expense or inconvenience, disruption of schedule, or loss of efficiency or productivity occasioned by the change in the Work. C. COP neqotiations: Upon receipt of the Change Order Proposal, or a request for equitable adjustment in the Contract Sum or Contract Time, or both, as provided in Sections 7.02 and 7.03, Owner may accept or reject the proposal, request further documentation, or negotiate acceptable terms with Contractor. Pending agreement on the terms of the Change Order, Owner may direct Contractor to proceed immediately with the Change Order Work. Contractor shall not proceed with any change in the Work until it has obtained Owner's approval. All Work done pursuant to any Owner-directed change in the Work shall be executed in accordance with the Contract Documents. D. Chanqe Order as full pavment and final settlement: If Owner and Contractor reach agreement on the terms of any change in the Work, including any adjustment in the Contract Sum or Contract Time, such agreement shall be incorporated in a Change Order. The Change Order shall constitute full payment and final settlement of all claims for time and for direct, indirect, and consequential costs, including costs of delays, inconvenience, disruption of schedule, or loss of efficiency or productivity, related to any Work either covered or affected by the Change Order, or related to the events giving rise to the request for equitable adjustment. E. Failure to aqree upon terms of Chanqe Order; Final offer and Claims: If Owner and Contractor are unable to reach agreement on the terms of any change in the Work, including any adjustment in the Contract Sum or Contract Time, Contractor may at any time in writing, request a final offer from Owner. Owner shall provide Contractor with its written response within 30 Days of Contractor's request. Owner may also provide Contractor with a final offer at any time. If Contractor rejects Owner's final offer, or the parties are otherwise unable to reach agreement, Contractor's only remedy shall be to file a Claim as provided in Part 8. F. Field Authorizations: The Owner may direct the Contractor to proceed with a change in the work through a written Field Authorization (also referred to as a Field Order) when the time required to price and execute a Change Order would impact the Project. The Field Authorization shall describe and include the following: January 1, 2019 00 7200-31 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 1. The scope of work 2. An agreed upon maximum not-to-exceed amount 3. Any estimated change to the Contract Time 4. The method of final cost determination in accordance with the requirements of Part 7 of the General Conditions 5. The supporting cost data to be submitted in accordance with the requirements of Part 7 of the General Conditions Upon satisfactory submittal by the Contractor and approval by the Owner of supporting cost data, a Change Order will be executed. The Owner will not make payment to the Contractor for Field Authorization work until that work has been incorporated into an executed Change Order. 7.02 CHANGE IN THE CONTRACT SUM A. General Application 1. Contract Sum chanaes onlv bv Chanae Order: The Contract Sum shall only be changed by a Change Order. Contractor shall include any request for a change in the Contract Sum in its Change Order Proposal. 2. Owner fault or nealiaence as basis for chanae in Contract Sum: If the cost of Contractor's performance is changed due to the fault or negligence of Owner, or anyone for whose acts Owner is responsible, Contractor shall be entitled to make a request for an equitable adjustment in the Contract Sum in accordance with the following procedure. No change in the Contract Sum shall be allowed to the extent: Contractor's changed cost of performance is due to the fault or negligence of Contractor, or anyone for whose acts Contractor is responsible; the change is concurrently caused by Contractor and Owner; or the change is caused by an act of Force Majeure as defined in Section 3.05. a. Notice and record keepinq for equitable adlustment: A request for an equitable adjustment in the Contract Sum shall be based on written notice delivered to Owner within 7 Days of the occurrence of the event giving rise to the request. For purposes of this part, "occurrence" means when Contractor knew, or in its diligent prosecution of the Work should have known, of the event giving rise to the request. If Contractor believes it is entitled to an adjustment in the Contract Sum, Contractor shall immediately notify Owner and begin to keep and maintain complete, accurate, and specific daily records. Contractor shall give Owner access to any such records and, if requested shall promptly furnish copies of such records to Owner. b. Content of notice for equitable adiustment; Failure to complv: Contractor shall not be entitled to any adjustment in the Contract Sum for any occurrence of events or costs that occurred more than 7 Days before Contractor's written notice to Owner. The written notice shall set forth, at a minimum, a description of: the event giving rise to the request for an equitable adjustment in the Contract Sum; the nature of the impacts to Contractor and its Subcontractors of any tier, if any; and to the extent possible the amount of the adjustment in Contract Sum requested. Failure to properly give such written notice shall, to the extent Owner's interests are prejudiced, January 1, 2019 00 7200-32 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 constitute a waiver of Contractor's right to an equitable adjustment. c. Contractor to provide supplemental information: Wthin 30 Days of the occurrence of the event giving rise to the request, unless Owner agrees in writing to allow an additional period of time to ascertain more accurate data, Contractor shall supplement the written notice provided in accordance with subparagraph a. above with additional supporting data. Such additional data shall include, at a minimum: the amount of compensation requested, itemized in accordance with the procedure set forth herein; specific facts, circumstances, and analysis that confirms not only that Contractor suffered the damages claimed, but that the damages claimed were actually a result of the act, event, or condition complained of and that the Contract Documents provide entitlement to an equitable adjustment to Contractor for such act, event, or condition; and documentation sufficiently detailed to permit an informed analysis of the request by Owner. When the request for compensation relates to a delay, or other change in Contract Time, Contractor shall demonstrate the impact on the critical path, in accordance with Section 7.03C. Failure to provide such additional information and documentation within the time allowed or within the format required shall, to the extent Owner's interests are prejudiced, constitute a waiver of Contractor's right to an equitable adjustment. d. Contractor to proceed with Work as directed: Pending final resolution of any request made in accordance with this paragraph, unless otherwise agreed in writing, Contractor shall proceed diligently with performance of the Work. e. Contractor to combine requests for same event toqether: Any requests by Contractor for an equitable adjustment in the Contract Sum and in the Contract Time that arise out of the same event(s) shall be submitted together. 3. Methods for calculatinq Chanqe Order amount: The value of any Work covered by a Change Order, or of any request for an equitable adjustment in the Contract Sum, shall be determined by one of the following methods: a. Fixed Price: On the basis of a fixed price as determined in paragraph 7.02B. b. Unit Prices: By application of unit prices to the quantities of the items involved as determined in paragraph 7.02C. c. Time and Materials: On the basis of time and material as determined in paragraph 7.02D. 4. Fixed price method is default; Owner mav direct otherwise: When Owner has requested Contractor to submit a Change Order Proposal, Owner may direct Contractor as to which method in subparagraph 3 above to use when submitting its proposal. Otherwise, Contractor shall determine the value of the Work, or of a request for an equitable adjustment, on the basis of the fixed price method. B. Chanqe Order Pricinq —Fixed Price Procedures: When the fixed price method is used to determine the value of any Work covered by a Change Order, or of a request for an equitable adjustment in the Contract Sum, the following procedures shall apply: 1. Breakdown and itemization of details on COP: Contractor's Change Order Proposal, or request for adjustment in the Contract Sum, shall be accompanied by a complete January 1, 2019 00 7200-33 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 itemization of the costs, including labor, material, subcontractor costs, and overhead and profit. The costs shall be itemized in the manner set forth below, and shall be submitted on breakdown sheets in a form approved by Owner. 2. Use of industry standards in calculatinq costs: All costs shall be calculated based upon appropriate industry standard methods of calculating labor, material quantities, and equipment costs. 3. Costs continqent on Owner's actions: If any of Contractor's pricing assumptions are contingent upon anticipated actions of Owner, Contractor shall clearly state them in the proposal or request for an equitable adjustment. 4. Markups on additive and deductive Work: The cost of any additive or deductive changes in the Work shall be calculated as set forth below, except that overhead and profit shall not be included on deductive changes in the Work. Where a change in the Work involves additive and deductive work by the same Contractor or Subcontractor, small tools, overhead, profit, bond and insurance markups will apply to the net difference. 5. Breakdown not required if chanqe less than $1,000: If the total cost of the change in the Work or request for equitable adjustment does not exceed $1,000, Contractor shall not be required to submit a breakdown if the description of the change in the Work or request for equitable adjustment is sufficiently definitive for Owner to determine fair value. 6. Breakdown required if chanqe between $1,000 and $2,500: If the total cost of the change in the Work or request for equitable adjustment is between $1,000 and $2,500, Contractor may submit a breakdown in the following level of detail if the description of the change in the Work or if the request for equitable adjustment is sufficiently definitive to permit the Owner to determine fair value: a. lump sum labor; b. lump sum material; c. lump sum equipment usage; d. overhead and profit as set forth below; and e. insurance and bond costs as set forth below. 7. Components of increased cost: Any request for adjustment of Contract Sum based upon the fixed price method shall include only the following items: a. Craft labor costs: These are the labor costs determined by multiplying the estimated or actual additional number of craft hours needed to perform the change in the Work by the hourly labor costs. Craft hours should cover direct labor, as well as indirect labor due to trade inefficiencies. The hourly costs shall be based on the following: (1) Basic waqes and benefits: Hourly rates and benefits as stated on the Department of Labor and Industries approved "statement of intent to pay prevailing wages" or a higher amount if approved by the Owner. Direct supervision shall be a reasonable percentage not to exceed 15% of the cost of direct labor. No supervision markup shall be allowed for a working supervisor's January 1, 2019 00 7200-34 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 hours. (2) Worker's insurance: Direct contributions to the City of Renton for industrial insurance; medical aid; and supplemental pension, by the class and rates established by the Department of Labor and Industries. (3) Federal insurance: Direct contributions required by the Federal Insurance Compensation Act; Federal Unemployment Tax Act; and the State Unemployment Compensation Act. (4) Travel allowance: Travel allowance and/or subsistence, if applicable, not exceeding those allowances established by regional labor union agreements, which are itemized and identified separately. (5) Safety: Cost incurred due to the Washington Industrial Safety and Health Act, which shall be a reasonable percentage not to exceed 2% of the sum of the amounts calculated in (1), (2), and (3) above. b. Material costs: This is an itemization of the quantity and cost of materials needed to perform the change in the Work. Material costs shall be developed first from actual known costs, second from supplier quotations or if these are not available, from standard industry pricing guides. Material costs shall consider all available discounts. Freight costs, express charges, or special delivery charges, shall be itemized. c. Equipment costs: This is an itemization of the type of equipment and the estimated or actual length of time the construction equipment appropriate for the Work is or will be used on the change in the Work. Costs will be allowed for construction equipment only if used solely for the changed Work, or for additional rental costs actually incurred by the Contractor. Equipment charges shall be computed on the basis of actual invoice costs or if owned, from the current edition of one of the following sources: (1) Associated General Contractors Washington State Department of Transportation (AGC WSDOT) Equipment Rental Agreement current edition, on the Contract execution date. (2) The National Electrical Contractors Association for equipment used on electrical wo rk. (3) The Mechanical Contractors Association of America for equipment used on mechanical work. The Equipment Watch Rental Rate Blue Book shall be used as a basis for establishing rental rates of equipment not listed in the above sources. The maximum rate for standby equipment shall not exceed that shown in the AGC WSDOT Equipment Rental Agreement, current edition on the Contract execution date. d. Allowance for small tools, expendables & consumable supplies: Small tools consist of tools which cost$250 or less and are normally furnished by the performing contractor. The maximum rate for small tools shall not exceed the following: (1) 3% for Contractor: For Contractor, 3% of direct labor costs. (2) 5% for Subcontractors: For Subcontractors, 5% of direct labor costs. January 1, 2019 00 7200-35 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 Expendables and consumables supplies directly associated with the change in Work must be itemized. e. Subcontractor costs: This is defined as payments Contractor makes to Subcontractors for changed Work performed by Subcontractors of any tier. The Subcontractors' cost of Work shall be calculated and itemized in the same manner as prescribed herein for Contractor. f. Allowance for overhead: This is defined as costs of any kind attributable to direct and indirect delay, acceleration, or impact, added to the total cost to Owner of any change in the Contract Sum. If the Contractor is compensated under Section 7.03D, the amount of such compensation shall be reduced by the amount Contractor is otherwise entitled to under this subsection (fl. This allowance shall compensate Contractor for all non-craft labor, temporary construction facilities, field engineering, schedule updating, as-built drawings, home office cost, B&O taxes, office engineering, estimating costs, additional overhead because of extended time, and any other cost incidental to the change in the Work. It shall be strictly limited in all cases to a reasonable amount, mutually acceptable, or if none can be agreed upon to an amount not to exceed the rates below: (1) Proiects less than $3 million: For projects where the Contract Award Amount is under$3 million, the following shall apply: (a) Contractor markup on Contractor Work: For Contractor, for any Work actually performed by Contractor's own forces, 16% of the first$50,000 of the cost, and 4% of the remaining cost, if any. (b) Subcontractor markup for Subcontractor Work: For each Subcontractor (including lower tier subcontractors), for any Work actually performed by its own forces, 16% of the first$50,000 of the cost, and 4% of the remaining cost, if any. (c) Contractor markup for Subcontractor Work: For Contractor, for any work performed by its Subcontractor(s) 6% of the first$50,000 of the amount due each Subcontractor, and 4% of the remaining amount if any. (d) Subcontractor markup for lower tier Subcontractor Work: For each Subcontractor, for any Work performed by its Subcontractor(s) of any lower tier, 4% of the first$50,000 of the amount due the sub-Subcontractor, and 2% of the remaining amount if any. (e) Basis of cost applicable for markup: The cost to which overhead is to be applied shall be developed in accordance with Section 7.02B 7a. —e. (2) Proiects more than $3 million: For projects where the Contract Award Amount is equal to or exceeds $3 million, the following shall apply: (a) Contractor markup on Contractor Work: For Contractor, for any Work actually performed by Contractor's own forces, 12% of the first$50,000 of the cost, and 4% of the remaining cost, if any. (b) Subcontractor markup for Subcontractor Work: For each Subcontractor (including lower tier subcontractors), for any Work actually performed by its January 1, 2019 00 7200-36 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 own forces, 12% of the first$50,000 of the cost, and 4% of the remaining cost, if any. (c) Contractor markup for Subcontractor Work: For Contractor, for any Work performed by its Subcontractor(s), 4% of the first $50,000 of the amount due each Subcontractor, and 2% of the remaining amount if any. (d) Subcontractor markup for lower tier Subcontractor Work: For each Subcontractor, for any Work performed by its Subcontractor(s) of any lower tier, 4% of the first$50,000 of the amount due the sub-Subcontractor, and 2% of the remaining amount if any. (e) Basis of cost applicable for markup: The cost to which overhead is to be applied shall be developed in accordance with Section 7.02B 7a. —e. g. Allowance for profit: Allowance for profit is an amount to be added to the cost of any change in contract sum, but not to the cost of change in Contract Time for which contractor has been compensated pursuant to the conditions set forth in Section 7.03. It shall be limited to a reasonable amount, mutually acceptable, or if none can be agreed upon, to an amount not to exceed the rates below: (1) Contractor/Subcontractor markup for self-performed Work: For Contractor or Subcontractor of any tier for work performed by their forces, 6% of the cost developed in accordance with Section 7.02B 7a. —e. (2) Contractor/Subcontractor markup for Work performed at lower tier: For Contractor or Subcontractor of any tier for work performed by a subcontractor of a lower tier, 4% of the subcontract cost developed in accordance with Section 7.02B 7a. — h. h. Insurance and bond premiums: Cost of change in insurance or bond premium: This is defined as: (1) Contractor's liabilitv insurance: The cost of any changes in Contractor's liability insurance arising directly from execution of the Change Order; and (2) Pavment and Performance Bond: The cost of the additional premium for Contractor's bond arising directly from the changed Work. The cost of any change in insurance or bond premium shall be added after overhead and allowance for profit are calculated in accordance with subparagraph f. and g above. C. Chanqe Order Pricinq — Unit Prices 1. Content of Owner authorization: Whenever Owner authorizes Contractor to perform Work on a unit-price basis, Owner's authorization shall clearly state: a. Scope: Scope of work to be performed; b. Reimbursement basis: Type of reimbursement including pre-agreed rates for material quantities; and c. Reimbursement limit: Cost limit of reimbursement. January 1, 2019 00 7200-37 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 2. Contractor responsibilities: Contractor shall: a. Cooperate with Owner and assist in monitoring the Work being performed. As requested by Owner, Contractor shall identify workers assigned to the Change Order Work and areas in which they are working; b. Leave access as appropriate for quantity measurement; and c. Not exceed any cost limit(s)without Owner's prior written approval. 3. Cost breakdown consistent with Fixed Price requirements: Contractor shall submit costs in accordance with paragraph 7.02B and satisfy the following requirements: a. Unit prices must include overhead, profit, bond and insurance premiums: Unit prices shall include reimbursement for all direct and indirect costs of the Work, including overhead, profit, bond, and insurance costs; and b. Owner verification of quantities: Quantities must be supported by field measurement statements signed by Owner. D. Chanqe Order Pricinq —Time-and-Material Prices 1. Content of Owner authorization: Whenever Owner authorizes Contractor to perform Work on a time-and-material basis, Owner's authorization shall clearly state: a. Scope: Scope of Work to be performed; b. Reimbursement basis: Type of reimbursement including pre-agreed rates, if any, for material quantities or labor; and c. Reimbursement limit: Cost limit of reimbursement. 2. Contractor responsibilities: Contractor shall: a. Identifv workers assiqned: Cooperate with Owner and assist in monitoring the Work being performed. As requested by Owner, identify workers assigned to the Change Order Work and areas in which they are working; b. Provide dailv timesheets: Identify on daily time sheets all labor performed in accordance with this authorization. Submit copies of daily time sheets within 2 working days for Owner's review. c. Allow Owner to measure quantities: Leave access as appropriate for quantity measurement; d. Perform Work efficientiv: Perform all Work in accordance with this section as efficiently as possible; and e. Not exceed Owner's cost limit: Not exceed any cost limit(s) without Owner's prior written approval. 3. Cost breakdown consistent with Fixed Price requirements: Contractor shall submit costs in accordance with paragraph 7.02B and additional verification supported by: January 1, 2019 00 7200-38 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 a. Timesheets: Labor detailed on daily time sheets; and b. Invoices: Invoices for material. 7.03 CHANGE IN THE CONTRACT TIME A. COP requests for Contract Time: The Contract Time shall only be changed by a Change Order. Contractor shall include any request for a change in the Contract Time in its Change Order Proposal. B. Time extension permitted if not Contractor's fault: If the time of Contractor's performance is changed due to an act of Force Majeure, or due to the fault or negligence of Owner or anyone for whose acts Owner is responsible, Contractor shall be entitled to make a request for an equitable adjustment in the Contract Time in accordance with the following procedure. No adjustment in the Contract Time shall be allowed to the extent Contractor's changed time of performance is due to the fault or negligence of Contractor, or anyone for whose acts Contractor is responsible. 1. Notice and record keepina for Contract Time reauest: A request for an equitable adjustment in the Contract Time shall be based on written notice delivered within 7 Days of the occurrence of the event giving rise to the request. If Contractor believes it is entitled to adjustment of Contract Time, Contractor shall immediately notify Owner and begin to keep and maintain complete, accurate, and specific daily records. Contractor shall give Owner access to any such record and if requested, shall promptly furnish copies of such record to Owner. 2. Timina and content of Contractor's Notice: Contractor shall not be entitled to an adjustment in the Contract Time for any events that occurred more than 7 Days before Contractor's written notice to Owner. The written notice shall set forth, at a minimum, a description of: the event giving rise to the request for an equitable adjustment in the Contract Time; the nature of the impacts to Contractor and its Subcontractors of any tier, if any; and to the extent possible the amount of the adjustment in Contract Time requested. Failure to properly give such written notice shall, to the extent Owner's interests are prejudiced, constitute a waiver of Contractor's right to an equitable adjustment. 3. Contractor to provide supplemental information: Within 30 Days of the occurrence of the event giving rise to the request, unless Owner agrees in writing to allow an additional period of time to ascertain more accurate data, Contractor shall supplement the written notice provided in accordance with subparagraph 7.03B.2 with additional supporting data. Such additional data shall include, at a minimum: the amount of delay claimed, itemized in accordance with the procedure set forth herein; specific facts, circumstances, and analysis that confirms not only that Contractor suffered the delay claimed, but that the delay claimed was actually a result of the act, event, or condition complained of, and that the Contract Documents provide entitlement to an equitable adjustment in Contract Time for such act, event, or condition; and supporting documentation sufficiently detailed to permit an informed analysis of the request by Owner. Failure to provide such additional information and documentation within the time allowed or within the format required shall, to the extent Owner's interests are prejudiced, constitute a waiver of Contractor's right to an equitable adjustment. 4. Contractor to proceed with Work as directed: Pending final resolution of any request in accordance with this paragraph, unless otherwise agreed in writing, Contractor shall January 1, 2019 00 7200-39 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 proceed diligently with performance of the Work. C. Contractor to demonstrate impact on critical path of schedule: Any change in the Contract Time covered by a Change Order, or based on a request for an equitable adjustment in the Contract Time, shall be limited to the change in the critical path of Contractor's schedule attributable to the change of Work or event(s) giving rise to the request for equitable adjustment. Any Change Order Proposal or request for an adjustment in the Contract Time shall demonstrate the impact on the critical path of the schedule. Contractor shall be responsible for showing clearly on the Progress Schedule that the change or event: had a specific impact on the critical path, and except in case of concurrent delay, was the sole cause of such impact; and could not have been avoided by resequencing of the Work or other reasonable alternatives. D. Cost of chanqe in Contract Time: Contractor may request compensation for the cost of a change in Contract Time in accordance with this paragraph, 7.03D, subject to the following conditions: 1. Must be solelv fault of Owner or A/E: The change in Contract Time shall solely be caused by the fault or negligence of Owner or A/E; 2. Procedures: Contractor shall follow the procedure set forth in paragraph 7.03B; 3. Demonstrate impact on critical path: Contractor shall establish the extent of the change in Contract Time in accordance with paragraph 7.03C; and 4. Limitations on dailv costs: The daily cost of any change in Contract Time shall be limited to the items below, less the amount of any change in the Contract Sum the Contractor may otherwise be entitled to pursuant to Section 7.02B 7f for any change in the Work that contributed to this change in Contract Time: a. Non-productive supervision or labor: cost of nonproductive field supervision or labor extended because of delay; b. Weeklv meetinqs and indirect activities: cost of weekly meetings or similar indirect activities extended because of the delay; c. Temporary facilities or equipment rental: cost of temporary facilities or equipment rental extended because of the delay; d. Insurance premiums: cost of insurance extended because of the delay; e. Overhead: general and administrative overhead in an amount to be agreed upon, but not to exceed 3% of the Contract Award Amount divided by the originally specified Contract Time for each Day of the delay. PART 8—CLAIMS AND DISPUTE RESOLUTION 8.01 CLAIMS PROCEDURE A. Claim is Contractor's remedv: If the parties fail to reach agreement on the terms of any Change Order for Owner-directed Work as provided in Section 7.01, or on the resolution of any request for an equitable adjustment in the Contract Sum as provided in Section 7.02 or the Contract Time as provided in Section 7.03, Contractor's only remedy shall be to file a Claim with Owner as provided in this section. January 1, 2019 00 7200-40 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 B. Claim filinq deadline for Contractor: Contractor shall file its Claim within 120 Days from Owner's final offer made in accordance with paragraph 7.01 E, or by the date of Final Acceptance, whichever occurs first. C. Claim must cover all costs and be documented: The Claim shall be deemed to cover all changes in cost and time (including direct, indirect, impact, and consequential)to which Contractor may be entitled. It shall be fully substantiated and documented. At a minimum, the Claim shall contain the following information: 1. Factual statement of Claim: A detailed factual statement of the Claim for additional compensation and time, if any, providing all necessary dates, locations, and items of Work affected by the Claim; 2. Dates: The date on which facts arose which gave rise to the Claim; 3. Owner and A/E emplovee's knowledqeable about Claim: The name of each employee of Owner or A/E knowledgeable about the Claim; 4. Support from Contract Documents: The specific provisions of the Contract Documents which support the Claim; 5. Identification of other supportinq information: The identification of any documents and the substance of any oral communications that support the Claim; 6. Copies of supportinq documentation: Copies of any identified documents, other than the Contract Documents, that support the Claim; 7. Details on Claim for Contract Time: If an adjustment in the Contract Time is sought: the specific days and dates for which it is sought; the specific reasons Contractor believes an extension in the Contract Time should be granted; and Contractor's analysis of its Progress Schedule to demonstrate the reason for the extension in Contract Time; 8. Details on Claim for adiustment of Contract Sum: If an adjustment in the Contract Sum is sought, the exact amount sought and a breakdown of that amount into the categories set forth in, and in the detail as required by Section 7.02; and 9. Statement certifvinq Claim: A statement certifying, under penalty of perjury, that the Claim is made in good faith, that the supporting cost and pricing data are true and accurate to the best of Contractor's knowledge and belief, that the Claim is fully supported by the accompanying data, and that the amount requested accurately reflects the adjustment in the Contract Sum or Contract Time for which Contractor believes Owner is liable. D. Owner's response to Claim filed: After Contractor has submitted a fully documented Claim that complies with all applicable provisions of Parts 7 and 8, Owner shall respond, in writing, to Contractor as follows: 1. Response time for Claim less than $50,000: If the Claim amount is less than $50,000, with a decision within 60 Days from the date the Claim is received; or 2. Response time for Claim of$50,000 or more: If the Claim amount is $50,000 or more, with a decision within 60 Days from the date the Claim is received, or with notice to Contractor of the date by which it will render its decision. Owner will then respond with a January 1, 2019 00 7200-41 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 written decision in such additional time. E. Owner's review of Claim and finalitv of decision: To assist in the review of Contractor's Claim, Owner may visit the Project site, or request additional information, in order to fully evaluate the issues raised by the Claim. Contractor shall proceed with performance of the Work pending final resolution of any Claim. Owner's written decision as set forth above shall be final and conclusive as to all matters set forth in the Claim, unless Contractor follows the procedure set forth in Section 8.02. F. Waiver of Contractor riqhts for failure to complv with this Section: Any Claim of the Contractor against the Owner for damages, additional compensation, or additional time, shall be conclusively deemed to have been waived by the Contractor unless made in accordance with the requirements of this Section. 8.02 ARBITRATION A. Timina of Contractor's demand for arbitration: If Contractor disagrees with Owner's decision rendered in accordance with paragraph 8.01 D, Contractor shall provide Owner with a written demand for arbitration. No demand for arbitration of any such Claim shall be made later than 30 Days after the date of Owner's decision on such Claim; failure to demand arbitration within said 30 Day period shall result in Owner's decision being final and binding upon Contractor and its Subcontractors. B. Filina of Notice for arbitration: Notice of the demand for arbitration shall be filed with the American Arbitration Association (AAA), with a copy provided to Owner. The parties shall negotiate or mediate under the Voluntary Construction Mediation Rules of the AAA, or mutually acceptable service, before seeking arbitration in accordance with the Construction Industry Arbitration Rules of AAA as follows: 1. Claims less than $30,000: Disputes involving $30,000 or less shall be conducted in accordance with the Northwest Region Expedited Commercial Arbitration Rules; or 2. Claims areater than $30,000: Disputes over$30,000 shall be conducted in accordance with the Construction Industry Arbitration Rules of the AAA, unless the parties agree to use the expedited rules. C. Arbitration is forum for resolvinq Claims: Claims arising out of the Work shall be resolved by arbitration. The judgment upon the arbitration award may be entered, or review of the award may occur, in the superior court having jurisdiction thereof. No independent legal action relating to or arising from the Work shall be maintained. D. Settlement outside of arbitration to be documented in Chanae Order: If the parties resolve the Claim prior to arbitration judgment, the terms of the resolution shall be incorporated in a Change Order. The Change Order shall constitute full payment and final settlement of the Claim, including all claims for time and for direct, indirect, or consequential costs, including costs of delays, inconvenience, disruption of schedule, or loss of efficiency or productivity. 8.03 CLAIMS AUDITS A. Owner mav audit Claims: All Claims filed against Owner shall be subject to audit at any time following the filing of the Claim. Failure of Contractor, or Subcontractors of any tier, to maintain and retain sufficient records to allow Owner to verify all or a portion of the Claim or to permit Owner access to the books and records of Contractor, or Subcontractors of January 1, 2019 00 7200-42 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 any tier, shall constitute a waiver of the Claim and shall bar any recovery. B. Contractor to make documents available: In support of Owner audit of any Claim, Contractor shall, upon request, promptly make available to Owner the following documents: 1. Daily time sheets and supervisor's daily reports; 2. Collective bargaining agreements; 3. Insurance, welfare, and benefits records; 4. Payroll registers; 5. Earnings records; 6. Payroll tax forms; 7. Material invoices, requisitions, and delivery confirmations; 8. Material cost distribution worksheet; 9. Equipment records (list of company equipment, rates, etc.); 10. Vendors', rental agencies', Subcontractors', and agents' invoices; 11. Contracts between Contractor and each of its Subcontractors, and all lower-tier Subcontractor contracts and supplier contracts; 12. Subcontractors' and agents' payment certificates; 13. Cancelled checks (payroll and vendors); 14. Job cost report, including monthly totals; 15. Job payroll ledger; 16. Planned resource loading schedules and summaries; 17. General ledger; 18. Cash disbursements journal; 19. Financial statements for all years reflecting the operations on the Work. In addition, the Owner may require, if it deems it appropriate, additional financial statements for 3 years preceding execution of the Work; 20. Depreciation records on all company equipment whether these records are maintained by the company involved, its accountant, or others; 21. If a source other than depreciation records is used to develop costs for Contractor's internal purposes in establishing the actual cost of owning and operating equipment, all such other source documents; January 1, 2019 00 7200-43 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 22. All nonprivileged documents which relate to each and every Claim together with all documents which support the amount of any adjustment in Contract Sum or Contract Time sought by each Claim; 23. Work sheets or software used to prepare the Claim establishing the cost components for items of the Claim including but not limited to labor, benefits and insurance, materials, equipment, Subcontractors, all documents which establish the time periods, individuals involved, the hours forthe individuals, and the rates forthe individuals; and 24. Work sheets, software, and all other documents used by Contractor to prepare its bid. C. Contractor to provide facilities for audit and shall cooperate: The audit may be performed by employees of Owner or a representative of Owner. Contractor, and its Subcontractors, shall provide adequate facilities acceptable to Owner, for the audit during normal business hours. Contractor, and all Subcontractors, shall make a good faith effort to cooperate with Owner's auditors. PART 9—TERMINATION OF THE WORK 9.01 TERMINATION BY OWNER FOR CAUSE A. 7 Dav Notice to Terminate for Cause: Owner may, upon 7 Days written notice to Contractor and to its surety, terminate (without prejudice to any right or remedy of Owner) the Work, or any part of it, for cause upon the occurrence of any one or more of the following events: 1. Contractor fails to prosecute Work: Contractor fails to prosecute the Work or any portion thereof with sufficient diligence to ensure Substantial Completion of the Work within the Contract Time; 2. Contractor files for bankruptcv: Contractor is adjudged bankrupt, makes a general assignment for the benefit of its creditors, or a receiver is appointed on account of its insolvency; 3. Contractor fails to correct Work: Contractor fails in a material way to replace or correct Work not in conformance with the Contract Documents; 4. Contractor fails to supplv workers or materials: Contractor repeatedly fails to supply skilled workers or proper materials or equipment; 5. Contractor failure to pav Subcontractors or labor: Contractor repeatedly fails to make prompt payment due to Subcontractors or for labor; 6. Contractor violates laws: Contractor materially disregards or fails to comply with laws, ordinances, rules, regulations, or orders of any public authority having jurisdiction; or 7. Contractor is in material breach of Contract: Contractor is otherwise in material breach of any provision of the Contract Documents. B. Owner's actions upon termination: Upon termination, Owner may at its option: 1. Take possession of Proiect site: Take possession of the Project site and take possession of or use all materials, equipment, tools, and construction equipment and machinery thereon owned by Contractor to maintain the orderly progress of, and to January 1, 2019 00 7200-44 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 finish, the Work; 2. Accept assiqnment of Subcontracts: Accept assignment of subcontracts pursuant to Section 5.20; and 3. Finish the Work: Finish the Work by whatever other reasonable method it deems exped ient. C. Suretv's role: Owner's rights and duties upon termination are subject to the prior rights and duties of the surety, if any, obligated under any bond provided in accordance with the Contract Documents. D. Contractor's required actions: When Owner terminates the Work in accordance with this section, Contractor shall take the actions set forth in paragraph 9.02B, and shall not be entitled to receive further payment until the Work is accepted. E. Contractor to pav for unfinished Work: If the unpaid balance of the Contract Sum exceeds the cost of finishing the Work, including compensation for A/E's services and expenses made necessary thereby and any other extra costs or damages incurred by Owner in completing the Work, or as a result of Contractor's actions, such excess shall be paid to Contractor. If such costs exceed the unpaid balance, Contractor shall pay the difference to Owner. These obligations for payment shall survive termination. F. Contractor and Suretv still responsible for Work performed: Termination of the Work in accordance with this section shall not relieve Contractor or its surety of any responsibilities for Work performed. G. Conversion of"Termination for Cause"to "Termination for Convenience": If Owner terminates Contractor for cause and it is later determined that none of the circumstances set forth in paragraph 9.01A exist, then such termination shall be deemed a termination for convenience pursuant to Section 9.02. 9.02 TERMINATION BY OWNER FOR CONVENIENCE A. Owner Notice of Termination for Convenience: Owner may, upon written notice, terminate (without prejudice to any right or remedy of Owner) the Work, or any part of it, for the convenience of Owner. B. Contractor response to termination Notice: Unless Owner directs otherwise, after receipt of a written notice of termination for either cause or convenience, Contractor shall promptly: 1. Cease Work: Stop performing Work on the date and as specified in the notice of termination; 2. No further orders or Subcontracts: Place no further orders or subcontracts for materials, equipment, services or facilities, except as may be necessary for completion of such portion of the Work as is not terminated; 3. Cancel orders and Subcontracts: Cancel all orders and subcontracts, upon terms acceptable to Owner, to the extent that they relate to the performance of Work terminated; 4. Assian orders and Subcontracts to Owner: Assign to Owner all of the right, title, and interest of Contractor in all orders and subcontracts; January 1, 2019 00 7200-45 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 5. Take action to protect the Work: Take such action as may be necessary or as directed by Owner to preserve and protect the Work, Project site, and any other property related to this Project in the possession of Contractor in which Owner has an interest; and 6. Continue performance not terminated: Continue performance only to the extent not terminated C. Terms of adiustment in Contract Sum if Contract terminated: If Owner terminates the Work or any portion thereof for convenience, Contractor shall be entitled to make a request for an equitable adjustment for its reasonable direct costs incurred prior to the effective date of the termination, plus reasonable allowance for overhead and profit on Work performed prior to termination, plus the reasonable administrative costs of the termination, but shall not be entitled to any other costs or damages, whatsoever, provided however, the total sum payable upon termination shall not exceed the Contract Sum reduced by prior payments. Contractor shall be required to make its request in accordance with the provisions of Part 7. D. Owner to determine whether to adiust Contract Time: If Owner terminates the Work or any portion thereof for convenience, the Contract Time shall be adjusted as determined by Owner. PART 10— MISCELLANEOUS PROVISIONS 10.01 GOVERNING LAW Applicable law and venue: The Contract Documents and the rights of the parties herein shall be governed by the laws of the State of Washington and the City of Renton. Venue shall be in King Cou nty. 10.02 SUCCESSORS AND ASSIGNS Bound to successors; Assiqnment of Contract: Owner and Contractor respectively bind themselves, their partners, successors, assigns, and legal representatives to the other party hereto and to partners, successors, assigns, and legal representatives of such other party in respect to covenants, agreements, and obligations contained in the Contract Documents. Neither party shall assign the Work without written consent of the other, except that Contractor may assign the Work for security purposes, to a bank or lending institution authorized to do business in the City of Renton. If either party attempts to make such an assignment without such consent, that party shall nevertheless remain legally responsible for all obligations set forth in the Contract Documents. 10.03 MEANING OF WORDS Meanina of words used in Specifications: Unless otherwise stated in the Contract Documents, words which have well-known technical or construction industry meanings are used in the Contract Documents in accordance with such recognized meanings. Reference to standard specifications, manuals, or codes of any technical society, organization, or association, or to the code of any governmental authority, whether such reference be specific or by implication, shall be to the latest standard specification, manual, or code in effect on the date for submission of bids, except as may be otherwise specifically stated. Wherever in these Drawings and Specifications an article, device, or piece of equipment is referred to in the singular manner, such reference shall apply to as many such articles as are shown on the drawings, or required to complete the installation. January 1, 2019 00 7200-46 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 10.04 RIGHTS AND REMEDIES No waiver of riqhts: No action or failure to act by Owner or A/E shall constitute a waiver of a right or duty afforded them under the Contract Documents, nor shall action or failure to act constitute approval or an acquiescence in a breach therein, except as may be specifically agreed in writing. 10.05 CONTRACTOR REGISTRATION Contractor must be reqistered or licensed: Pursuant to RCW 39.06, Contractor shall be registered or licensed as required by the laws of the City of Renton, including but not limited to RCW 18.27. 10.06 TIME COMPUTATIONS Computinq time: When computing any period of time, the day of the event from which the period of time begins shall not be counted. The last day is counted unless it 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. 10.07 RECORDS RETENTION/PUBLIC RECORDS REQUESTS A. Six-vear records retention period: The wage, payroll, and cost records of Contractor, and its Subcontractors, and all records subject to audit in accordance with Section 8.03, shall be retained for a period of not less than 6 years after the date of Final Acceptance. B. Record Keepinq and Reportinq: Contractor shall maintain accounts and records, which properly reflect all direct and indirect costs expended and Services provided in the performance of this Agreement. The Contractor agrees to provide access to and copies of any records related to this Agreement as required by the City to audit expenditures and charges and/or to comply with the Washington State Public Records Act (Chapter 42.56 RCV�. C. Public Records Compliance: To the full extent the City determines necessary to comply with the Washington State Public Records Act, Contractor shall make a due diligent search of all records in its possession, including, but not limited to, e-mail, correspondence, notes, saved telephone messages, recordings, photos, or drawings and provide them to the City for production. In the event Contractor believes said records need to be protected from disclosure, it shall, at Contractor's own expense, seekjudicial protection. Contractor shall indemnify, defend, and hold harmless the City for all costs, including attorneys'fees, attendant to any claim or litigation related to a Public Records Act request for which Contractor has responsive records and for which Contractor has withheld records or information contained therein, or not provided them to the City in a timely manner. Contractor shall produce for distribution any and all records responsive to the Public Records Act request in a timely manner, unless those records are protected by court order. 10.08 THIRD-PARTY AGREEMENTS No third-partv relationships created: The Contract Documents shall not be construed to create a contractual relationship of any kind between: A/E and Contractor; Owner and any Subcontractor; or any persons other than Owner and Contractor. January 1, 2019 00 7200-47 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 7200 City of Renton GENERAL CONDITIONS CAG-18-216 10.09 ANTITRUST ASSIGNMENT Contractor assiqns overcharqe amounts to Owner: Owner and Contractor recognize that in actual economic practice, overcharges resulting from antitrust violations are in 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 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 established and which are not passed on to Owner under a Change Order. Contractor shall put a similar clause in its Subcontracts, and require a similar clause in its sub- Subcontracts, such that all claims for such overcharges on the Work are passed to Owner by Contractor. 10.10 HEADINGS AND CAPTIONS Headinqs for convenience onlv: All headings and captions used in these General Conditions are only for convenience of reference, and shall not be used in any way in connection with the meaning, effect, interpretation, construction, or enforcement of the General Conditions, and do not define the limit or describe the scope or intent of any provision of these General Conditions. END OF SECTION 00 7200 January 1, 2019 00 7200-48 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 8000 City of Renton PROPOSAL BID BOND CAG-18-216 . � � Proposal Bid Bond � • KNOW ALL MEN BY THESE PRESENTS, That we, [Contractor] of[address] as Principal, and [Surety] a corporation duly organized under the laws of the State of and authorized to do business in the State of Washington, as Surety, are held and firmly bound unto the City of Renton in the sum of five (5) percent of the total amount of the bid proposal of said Principal for the work hereinafter described, for the payment of which, well and truly to be made, we bind ourselves, our heirs, executors, administrators and assigns, and successors and assigns,jointly and severally, firmly by these presents. The condition of this bond is such, that whereas the Principal herein is herewith submitting his/her or its sealed proposal for the following construction, to wit: said bid and proposal, by reference thereto, being made a part hereof. NOW, THEREFORE, if the said proposal bid by said Principal be accepted, and the contract be awarded to said Principal, and if said Principal shall duly make and enter into and execute said contract and shall furnish performance bond as required by the City of Renton within a period of ten (10) days from and after said award, exclusive of the day of such award, then this obligation shall be null and void, otherwise it shall remain and be in full force and effect. IN THE EVENT the Principal, following award, fails to execute an Agreement with the City of Renton in accordance with the terms of the Proposal and furnish a performance bond with Surety or Sureties approved by the City of Renton within ten (10) days from and after said award, then Principal shall forfeit the Bid Bond/Bid Proposal Deposit or Surety shall immediately pay and forfeit to the City of Renton the amount of the Proposal Bid Bond, as set forth in RCW 35A.40.200 and RCW 35.23.352. IN TESTIMONY WHEREOF, the Principal and Surety have caused these presents to be signed and sealed this day of , [Principal] [Surety] [Signature of authorized official] [Signature of authorized official] By: January 1, 2019 00 8000-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 00 8000 City of Renton PROPOSAL BID BOND CAG-18-216 [Title] [Attorney-in-Fact] [Address] [Telephone Number] January 1, 2019 00 8000-2 � � � . AGREEMENT CONTRACT NO. [Enter Contract#] THIS AGREEMENT, made and entered into this [Enter Date] day of[Enter Month], [Enter Year] by and between the CITY OF RENTON,Washington, a municipal corporation of the State of Washington, hereinafter referred to as"City"and [Enter Contractor name], hereinafter referred to as "Contractor." Now, therefore the parties agree as follows: 1. Agreement. This agreement incorporates the following documents as if fully set forth herein: the City's Contract Bid Documents for the Project, including but not limited to Bid package, Instructions to Bidder, General Conditions Addenda, Proposal Form, Supplemental Conditions, Special Provisions, Contract Plans, and Amendments to the Standard Specifications; Contractor's Proposal and all documents submitted therewith in response to the City's Call for Bids Documents; and any additional documents referenced as comprising the Contract and Contract Documents as revised by the Amendments and Special Provisions included with the City's Call for Bids and Contract Documents. 2. Project. Contractor shall complete all work and furnish all labor, tools, materials, and equipment for the project entitled [Enter Project name], [Enter Project number], including all changes to the Work and force account work, in accordance with the Contract Documents. 3. Payments. City shall pay Contractor at the unit and lump sum prices, and by force account as specified in the Proposal according to the Contract Documents as to time, manner, and condition of payment in a contract amount not to exceed $ , unless modified by an approved change order or addendum. The payments to Contractor include the costs for all labor, tools, materials and equipment for the Work. 4. Completion Date. Contract time shall commence upon City's Notice to Proceed to Contractor. The Work under this Agreement shall be completed within the time specified in the Contract Bid Documents. If the Physical Work under this Agreement is not completed within the time specified, Contractor shall pay liquidated damages and all engineering inspection and supervision costs to City as specified in the Contract Bid Documents. 5. IndependentContractor:Contractor's employees,while engaged in the performance of any of Contractor's services under this Agreement,shall be considered employees of the Contractor and not employees, agents, representatives of Renton and as a result, shall not be entitled to any coverage or benefits from the City of Renton. Contractor's relation to Renton shall be at all times as an independent contractor. Any and all Workman's Compensation Act claims on behalf of Contractor employees, and any and all claims made by a third-party as a consequence of any negligent act or omission on the part of Contractor's employees,while engaged in services provided to be rendered under this Agreement, shall be the solely Contractor's obligation and responsibility. 6. Jurisdiction and Venue. Any lawsuit or legal action brought by any party to enforce or interpret this Agreement or any of its terms or covenants shall be brought in the King County Superior Court for the State of Washington at the Maleng Regional Justice Center in Kent, King County, Washington, or its replacement or successor. 7. Severability. A court of competent jurisdiction's determination that any provision or part of this Agreement is illegal or unenforceable shall not cancel or invalidate the remainder of this Agreement,which shall remain in full force and effect. 8. Attorney's Fees. In the event litigation is commenced to enforce this Agreement, the prevailing party shall be entitled to recover its costs, including reasonable attorney's and expert witness fees. 9. Disclaimer. No liability of Contractor shall attach to City by reason of entering into this Agreement, except as expressly provided in this Agreement. 10. Counterparts. This Agreement is executed in two (2) identical counterparts, by the parties, each of which shall for all purposes be deemed an original. General Construction for Renton City Hall Elevator Modernization- � Phase 2 [Enter Agreement Name] Y-�- City of Renton [Enter Date] -� • IN WITNESS WHEREOF,the City has caused these presents to be signed by its Mayor and attested by its City Clerk and the Contractor has hereunto set his hand and seal the day and year first above-written. CONTRACTOR: CITY OF RENTON: President/Partner/Owner Denis Law, Mayor ATTEST Secretary Jason Seth, City Clerk FIRM INFORMATION d/b/a [Enter Firm name] CHECK ONE: ❑ Limited Liability Company ❑ Partnership ❑ Corporation STATE OF INCORPORATION: [Enter state of incorporation] CONTRACTOR CONTACT INFORMATION: CITY CONTACT INFORMATION: [Address Line 1] City of Renton [Address Line 2] 1055 South Grady Way [City, State and Zip] Renton, WA 98057 [Enter Phone Number] [Enter Phone Number] [Enter Fax Number or Email Address] [Enter Fax Number or Email Address] Attention: If business is a CORPORATION,the name of the corporation should be listed in full and both the President and Secretary must sign the contract. OR, if one signature is permitted by corporation by-laws, a copy of the by-laws shall be furnished to the City and made a part of the contract document. If the business is a PARTNERSHIP, the full name of each partner should be listed followed by d/b/a (doing business as) and firm or trade name. Any one partner may sign the contract. If the business is an limited Liability Company,an authorized managing member or manager must sign followed by his/her title. General Construction for Renton City Hall Elevator Modernization- � Phase 2 [Enter Agreement Name] Y-�- City of Renton [Enter Date] -� • � 00 8002 � ,.�.. �.� w CONTRACT BOND TO THE CITY OF RENTON KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned 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 of $ 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 pursuant to 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 Contract No. providing for construction of the General Construction for Renton Citv Hall Elevator Modernization—Phase 2;the Principal has accepted, or is about to accept, the contract, and undertake to perform the work therein provided for in the manner and within the time set forth; NOW, THEREFORE, this Performance and Payment Bond shall be satisfied and released only upon the condition that Principal: • Faithfully performs all provisions of the Contract and changes authorized by Owner in the manner and within the time specified as may be extended under the Contract; • Pays all laborers, mechanics, subcontractors, lower tier subcontractors, material persons, and all other persons or agents who supply labor, equipment, or materials to the Project; • Indemnifies and holds Owner, its officers, and agents harmless from and against all claims, liabilities, causes of action, damages, and costs for such payments for labor, equipment, and materials by satisfying all claims and demands incurred under the Contract, and reimbursing and paying Owner all expenses that Owner may incur in making good any default by Principal; and • Indemnifies and holds Owner harmless from all claims, liabilities, causes of action, damages and costs, including property damages and personal injuries, resulting from any defect appearing or developing in the material provided or workmanship performed under the Contract. • Pays all taxes incurred on said contract under title 50 and 51 Revised Code of Washington (RCW) and all taxes imposed on the Principle under Title 82 RCW. The indemnities to Owner shall also inure to the benefit of the Consulting Engineers and other design professionals retained by Owner in connection with the Project. No change, extension of time, alteration, or addition to the terms of the Contract or to the Work to be performed under the Contract shall in any way affect Surety's obligation on the Performance Bond. Surety hereby waives notice of any change,extension of time, alteration, or addition to the terms of the Contract or the Work. This Contract Bond shall be governed and construed by the laws of the State of Washington, and venue shall be in King County,Washington. IN WITNESS WHEREOF,the parties have executed this instrument in two (2) identical counterparts this day of , 20_ Principal Surety Signature Signature Title Title Name and address of local office of agent and/or Surety Company: General Construction for Renton City Hall Elevator Modernization—Phase 2 Bond to the City of Renton January 1,2019 00 8003 f � � Y This form must be submitted with the Bid Proposal. Certification of Compliance with Wage Payment Statutes The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date, the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Bidder's Business Name Signature of Authorized Official* Printed Name Title Date City State Check One: Sole Proprietorship ❑ Partnership ❑ Joint Venture ❑ Corporation ❑ State of Incorporation, or if not a corporation, State where business entity was formed: If a co-partnership, give firm name under which business is transacted: *If a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to signJ. If a co-partnership, proposal must be executed by a partner. 00 8004 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 himself or to any other person any advantage over the other Bidder or Bidders. AND CERTIFICATION RE: ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER 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 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 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. FOR: NON-COLLUSION AFFIDAVIT, ASSIGNMENT OF ANTI-TRUST CLAIMS TO PURCHASER AND MINIMUM WAGE AFFIDAVIT General Construction for Renton City Hall Elevator Modernization—Phase 2/City of Renton Name of Bidder's Firm Signature of Authorized Representative of Bidder Subscribed and sworn to before me on this day of , 20 General Construction for Renton City Hall Elevator Modernization— 01 1000 Phase 2 SUMMARY OF WORK City of Renton CAG-18-216 SECTION 01 1000 SUMMARY OF WORK PART 1 —GENERAL 1.01 SECTION INCLUDES A. This Section includes the following: 1. Work covered by the Contract Documents. 2. Type of contract. 3. Permits, fees and bonds. 4. Work sequence 5. Owner's occupancy requirements. 6. Contractor use of site and premises. 7. Work restrictions. B. Related Sections include the following: 1. Division 1 Section "Temporary Facilities and Controls"for limitations and procedures governing temporary use of Owner's facilities. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section. 1.03 PROJECT A. Project Name: General Construction for Renton City Hall Elevator Modernization — Phase 2 1. Owner's Name: City of Renton 2. Architect's Name: SM Stemper Architects, PLLC. 3. The Project consists of the following: a. Architectural, mechanical, and electrical upgrades required to support ongoing modernization of(4) elevators at Renton City Hall, elevator work by others. (1) Confirm site conditions required for work described in bid documents. (2) Secure all required permits other than Building Permit. (3) Install systems as identified in bid documents including but not limited to replacement architectural finishes, installation of rated assemblies, installation of split systems, fire sprinkler improvements, connections/upgrades for electrical systems, repairs to exterior penthouse, and upgrades to fire detection/alarm systems. 1.04 CONTRACT DESCRIPTION A. Contract Type: One General Construction Contract based on a single lump-sum price as described in Division 00 0003. B. Work by Others: a. Work under this contract to be completed by General Contractor shall "Work By Others" in support of elevator modernization. General Contractor for this project shall be working with other Contractors concurrently upgrading elevator systems in Renton City Hall building. 1.05 PERMITS, FEES AND BONDS A. All permits and fees besides Building Permit will be obtained and paid for by the Contractor. January 1, 2019 01 1000-1 General Construction for Renton City Hall Elevator Modernization— 01 1000 Phase 2 SUMMARY OF WORK City of Renton CAG-18-216 1.06 WORK SEQUENCE A. The work will be a single project B. The Contractor shall schedule and supervise the work to accomplish completion within the contract time. C. The Contractor shall schedule any work that impairs Owner's facility operations to after hours or weekends and only as approved in advance by Owner. 1.07 OWNER OCCUPANCY A. Cooperate with Owner to minimize conflict and to facilitate Owner's operations. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct roads, sidewalks, or driveways without written permission from Owner and authorities having jurisdiction. B. Adjacent work by others: The Owner may be executing other construction work on the site simultaneous to the work of this contract. 1.08 CONTRACTOR USE OF SITE AND PREMISES A. Construction Operations: Limited to elevators and project-related spaces. B. Arrange use of site and premises to allow: 1. Work by Others. 2. Work by Owner. 3. Access by Owner. 4. Access by Other Workers. 5. Access by General Public. C. Provide access to and from site as required by law. 1. Do not obstruct roadways, sidewalks, or other public ways without permit. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION (NOT USED) END OF SECTION 01 1000 January 1, 2019 01 1000-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 1130 City of Renton HAZARDOUS MATERIALS SECTION 01 1130 HAZARDOUS MATERIALS PART 1 —GENERAL PROVISIONS 1.01 SUMMARY A. This Section includes administrative and procedural requirements for hazardous materials. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.03 OWNER NOTIFICATION A. The Owner has had a Limited Good Faith Asbestos Survey preformed on the site and has included the THERMATECH NORTHWEST, INC— LIMITED GOOD FAITH ASBESTOS SURVEY dated May 22, 2017 as part of the bid documents. 1.04 CONTRACTOR NOTIFICATION A. Provide the Owner with a complete list of all hazardous chemicals and other materials intended to be used during execution of the project, including storage locations. 1.05 ASBESTOS CONTAINING MATERIAL AND LEAD PAINT A. The Contractor shall bring to the attention of the Architect any material suspected of being hazardous which is encountered during execution of the Work. The Owner will arrange for tests to determine if the material is hazardous. If the material is found to be hazardous the Owner will initiate the construction modification procedure for its abatement by the Contractor. B. Compliance with Regulations: All work shall comply with the applicable requirements of all federal, state and local laws. The disposal of any hazardous materials encountered shall also comply with the requirements of applicable federal, state and local laws. Where there is a conflict between applicable regulations, the most stringent shall apply. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION (NOT USED) END OF SECTION 01 1130 January 1, 2019 01 1130-1 THERMATECH NORTHWEST INC. � LIMITED GOOD FAITH ASBESTOS SURVEY PREPARED FOR: JEFF MINISCI CITY OF RENTON RENTON CITY HALL, 6T" FLOOR 1055 S GRADY WAY RENTON, WA 98057 Thermatech Northwest Inc. 10312 Sales Road S,Tacoma WA 98499 Ph. (253)-9841818 LOCATION OF SURVEY: 1055 S G RADY WAY RENTON, WA 98055 #� _-�_�-F-� _� � ��_r�,��` Y '+:;"`'.?;;r. ' - _.. � r.� ��x". -- _ '��,�`'�; , � ��' ;� ;1� �,i� .>`e,� ,f,�:�.�`� �.i�._ � Y . p� . t t_��.",_. _ TTNW#SV170408 Report Date: May 22, 2017 PERFORMED BY: Jack Odom AHERA Certification #1626803 Expiration Date May 3, 2018 Thermatech Northwest Inc. 10312 Sales Road S,Tacoma WA 98499 Ph.(253)-9841818 TABLE OF CONTENTS Paqe SCOPE OF WORK/BUILDING DESCRIPTION ........................................... 1 Basic Construction Heating & Ventilation System Plumbing System Insulation Electrical System Interior Construction, Finishes & Flooring METHODOLOGY/ LABORATORY INFORMATION .................................... 2 SAMPLEDATA............................................................................................ 3-4 SUMMARY OF MATERIALS FOUND POSITIVE ........................................ 5-6 DEFINITIONS .............................................................................................. 7 CONCLUSIONS........................................................................................... 8 APPENDICES: Appendix A: Inspector's Certification Appendix B: Field Data/ Laboratory Results Thermatech Northwest Inc. 10312 Sales Road S,Tacoma WA 98499 Ph.(253)-9841818 Limited Good Faith Asbestos Survey Prepared for Jeff Minisci SCOPE OF WORK On May 9, 2017, Jack Odom conducted a "Limited Good Faith", asbestos survey (per U.S.E.P.A/A.H.E.R.A. guidelines as designated by Puget Sound Clean Air Agency) of the Commercial Building's Elevator Mechanical Room located at the at 1055 S Grady Way, Renton, WA 98055. Field inspection, data collection and report generation were based on the following Scope of Work: • Test and Report on the materials of the Elevator renovation to be disturbed during the remodel of that area. • PerForm visual inspection to identify and inventory all accessible suspect-asbestos containing materials. • Bulk sampling and analysis of all identified suspect asbestos- containing materials. • Provide written report. BASIC CONSTRUCTION: • The structure is a 7 story Commercial building. The building is a concrete and steel structure. The roof was not tested for this survey. The windows are double pane glass with Steel frames. INSULATION: • There was no testable insulation in the Elevator Mechanical room. HEATING & VENTILATION SYSTEM: • Not Tested during this survey PLUMBING SYSTEM: • Not Tested during this survey. ELECTRICAL SYSTEM: • Not tested during this survey. INTERIOR CONSRTUCTION, FINISHES & FLOORING: • The interior of the Elevator Mechanical room walls were bare GWB with some Joint Compound. The Flooring looks to be an epoxy coated flooring that was tested to make sure nothing was under it. The Elevator equipment gaskets were tested. The Brake Pads and doors for Each Elevator are assumed to be pQsitive for Asbestos. 1 � Limited Good Faith Asbestos Survey Prepared for Jeff Minisci SAMPLE METHODS AND LABORATORY INFORMATION A walk- through inspection of all areas was perFormed to identify which building materials may have the potential for containing asbestos. After identifying the suspect asbestos-containing materials, bulk samples were collected, placed in plastic bags, numbered and recorded. Care was taken to clean all tools between sampling in order to avoid cross-contamination. The samples and appropriate chain of custody forms were then sent to a CEI LABS, a NAVLAP certified laboratory to be analyzed for the type and content of asbestos, if any. The samples were analyzed using Polarized Light Microscopy (PLM) Stain Dispersion Technique in accordance with EPA METHOD 600/R- 93/116. The following section contains tables listing all materials sampled by location, description, type, asbestos percentage (if any) category, and results of materials sampled. 2I } � � o � Q � � � TW l~i � � � � � Q � Y � � N � #k V � � � m Q N X } � � � � N � H Q � � aZ Q Z � Q 7 � ~ W � � �- J � W z LL W a � � � O F- � a�i m � a�i � w � a�i a�i a�i a�i a�i a o 0 0 0 0 �I a� � a� � c c c c, c 0 0 0 0� o � Z Z Z Z Z ,� 0 n J � Q � � � W a Q � � � o LL � � 0 � � � Z � � Q 0 � m c_' 0 � a �� a � J � � � u- o a V L N N 'a N � W Y � � � � a � c�0 c�6 � O�. �, fn U' U` � Q c � � O � H � � � W X m ° �- �- Q � m O � � @ w � Q � U a> a� a� a� a� � .Q � � � � - m ca m � �a `� c li li �i �i �i � c c c c c � O O O O O �' Z Z Z Z Z Q Z U 0 Z F= a� � ro U � cYn o W � O (� � � � J � _ °� � O O F� N � � � � � O �'n � � � O ea m Z cn � � H � o C� � � � V orn � L �oOOi � w o � w � Q � � � Q cn cn cn w L a � �� ac� � L � m p °� .+ �J � N M V �' � ° u`�i d � � � W W W W W � a�'i N �O u�Y C Z � � � � 2 0 � _ � p d a H J d a r � Limited Good Faith Asbestos Survey Prepared for Jeff Minisci ASBESTOS SAMPLE DATA SUMMARY OF MATERIALS FOUND POSITIVE Upon completion of the survey and review of the laboratory data, the following materials found, contained asbestos at the structure located at, the elevator room of 1055 S Grady Way, Renton, WA 98055. • The Elevator Brake Pads and doors are Assumed to be positive for asbestos and should be handled as such. 5 � Limited Good Faith Asbestos Survey Prepared for Jeff Minisci DEFINITIONS Asbestos - Asbestiform varieties of Actinolite, Amosite (cummingtonite- grunerite), Tremolite, Chrysotile (serpentinite), Crocidolite (riebeckite), or Anthophyllite. Asbestos-Containing Material - Material containing more than one percent (1%) asbestos as determined using the method specified in EOA regulations (Polarized Light Microscopy). Friable — Materials that can be crumbled or reduced to powder by hand pressure. Homogeneous Areas —An area which appears similar throughout in terms of color, texture, and date of materials application. Miscellaneous Materials — Interior building material on structural components, structural members of fixtures, such as floor and ceiling tiles, and does not include surFacing material or thermal system insulation (AHERA definition). Surfacing Material - Material that is sprayed-on, troweled- on, or otherwise applied to surFaces, such as acoustical plaster on ceilings, and fireproofing materials on structural members, or other materials on surfaces for acoustical, fireproofing, or other purposes (AHERA definition). Thermal System Insulation — Material applied to pipes, fittings, boilers, breeching, tanks, ducts or other interior structural components to prevent heat loss or gain, or water condensation, or for other purposes. 6 � Limited Good Faith Asbestos Survey Prepared for Jeff Minisci CONCLUSION Abatement and disposal of asbestos-containing materials must be conducted by a Washington State Licensed Asbestos Abatement Contractor using Washington State Certified Asbestos Abatement Workers. Should employees or contract personnel encounter any suspect asbestos-containing materials, it is their responsibility to: • Contact a representative of the owners. • Consult the inspection report to determine whether or not the suspect material contains asbestos. • Ensure that all employees and contractors are informed and advised of the location and type of materials that contain asbestos Any additional hidden or covered suspect materials, discovered during demolition or renovation, that are similar to those identified in this survey must be treated as asbestos-containing materials unless determined otherwise by laboratory analysis. A copy of this report should be kept on site during any asbestos abatement, renovation, or demolition. Please contact the undersigned for any further assistance or if any questions or concerns arise relative to this report. Sinc 1 , i k dom AHERA Building Inspector Thermatech Northwest Inc. 10312 Sales Road S Lakewood, WA 98499 71 Appendix #A INSPECTOR'S CERTIFICATION ! ^4 J,.' ' ' t� � .�r�3, a� �Ar. � %�y y��t1 r� ',,e�-L�w-�: + � Y ;'��r ��`.-I�.�C��►��W Y '� .��__�_rfr". _ _ — �L� I .,7, � _ _ � q�� / �� 1QG � v� i �,, ' ' i� I� ` � I � �.'. ? w ��;� •r ru� .Y ��``��y' � � _ '� ... , a� o .� � i l d '.', � T I U � \� C � iL � �: �� , � �'� �'�' , �; ,� �' � ��.�r"�.� � � � o W � ¢ n �: T �� [ ,; . I�� , �, •�� T ' w� N �� f 'sj 4 C � � � � p �� "� �} z3 cn U � � N I `� �R °� � � � �o �� ,� � � � � � ,,1 �I� �� R �, � � a� � � � � o �= � ��'� � ; g �' `� 0 � � u'] �- �] ' ° �� -��; � � � '� � v � � _ ,��,, ' � � p 'c� — � PACIFIC � � , � � , � .-�, ' O U �+—� � � � E z � � .�:' � •tta � i � � � � " u, � ' S�'` � �'+ {ll � �� Z � � � ,� '� � U ■ ,� _ � � � Z ~ ,� �� ` - o � -� '� �(LS cv � p � � ar O � L � ,V � < \' -� '� ,�' � ,�...+ T- �- (� � � , � U 4� 0 .� � Z . � ,�� {/} [t� �+— .� �7 a� � z ^� '' �+" r `� '� � � 47 � � � � ■ �� r i ��, �'�''`, � � � `�— � — w .�„�,r- ' ,,_-�,: V � p � .,� � �, a, �. �,� ,�..� � � : � + ~ V? � � � � Q � r � 'a � � � � � � ,�.^+ � �`,:.�': � �� Q U M�� ' � � � � r r- �� ,�''��.� r � ` � � � � � �� ,ti �..� � a � _ •� o � �� . ; _ �' J� �� o Z � � � . rf wi+�� , � � � � . � � .. q},� �i • � V '� �'E. 4' �:�4'`R�, � � � N ,�`�./j�' ! .' �•��I � S+� 1 � S '� � �} 4 i� � ,+ ..1 '.� +! i�`� `{': l ,t ' 1 ,�. � �# �T :: �,� S '',+�'q�: ��I". , �:- '' y, � ,� _ - — .._....,_ _ . __ — - - — _-- L �_ - � �� .��. `i�' �-+- ... �� ,R`�. +..� r s �'`�i�` C-. �"T�. � � �� , �y��,.,,��, � �f� �� 1y� �r�yf� r �,�-•. �j � d�.�, .. t .� ��,,.� '1 �-! LX�•` .� .'at'� �.' 'f',� ` .�=.w� t. I f.11�' ��1��L�'t •� �. ''_��• ��_ :'L.. ,a. ..'�l-,r�� -. _-a�s�'�� . ��_ r��+�4�� '�� ,�,. �A� _. -_� �� _ Appendix #B FIELD DATA / LABORATORY RESULTS f � � L1-�C35 May 22, 2017 Thermatech Northwest, Inc. 10312 Sales Road S. Lakewood, WA 98499 CLIENT PROJECT: City of Renton- City Hall Elevator Rm Testing; 17-0408 CEI LAB CODE: A17-7282 Dear Customer: Enclosed are asbestos analysis results for PLM Bulk samples received at our laboratory on May 22, 2017. The samples were analyzed for asbestos using polarizing light microscopy (PLM) per the EPA 600 Method. Sample results containing >1% asbestos are considered asbestos-containing materials (ACMs) per EPA regulatory requirements. The detection limit for the EPA 600 Method is <1% asbestos by weight as determined by visual estimation. Thank you for your business and we look forward to continuing good relations. If you have any questions, please feel free to call our office at 919-481-1413. Kind Regards, �� l Tianbao Bai, Ph.D., CIH Laboratory Director h. N11� A► . T�STI�FG NV�AP LAB CODE 101768-0 730 SE Maynard Road • Cary, NC 27511 • 919.481.1413 � � L�.A�S ASBESTOS ANALYTICAL REPORT By: Polarized Light Microscopy Prepared for Thermatech Northwest, Inc. CLIENT PROJECT: City of Renton- City Hall Elevator Rm Testing; 17-0408 CEI LAB CODE: A17-7282 TEST METHOD: EPA 600 / R93 / 116 and EPA 600 / M4-82 / 020 REPORT DATE: 05/22/17 TOTAL SAMPLES ANALYZED: 4 # SAMPLES >1% ASBESTOS: TEL: 866-481 -1412 www.ceilabs.com � Asbestos Report Summary � By: POLARIZING LIGHT MICROSCOPY L/�C35 PROJECT: City of Renton- City Hall Elevator Rm CEI LAB CODE: A17-7282 Testing; 17-0408 METHOD: EPA 600/ R93/ 116 and EPA 600/ M4-82/020 ASBESTOS Client ID Layer Lab ID Color Sample Description % RE-1 A2406482 Blue/Gray Gasket Material None Detected RE-2 A2406483 Blue/Gray Gasket Material None Detected RE-3 Layer 1 A2406484 White Texture None Detected - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - Layer 2 A2406484 White Drywall None Detected RE-4 A2406485 Gray Applied Flooring Material None Detected Page 1 of 1 � ASBESTOS BULK ANALYSIS � By: POLARIZING LIGHT MICROSCOPY L/�C3S Client: Thermatech Northwest, Inc. CEI Lab Code: A17-7282 10312 Sales Road S. Date Received: 05-22-17 Lakewood, WA 98499 Date Analyzed: 05-22-17 Date Reported: 05-22-17 Project: City of Renton- City Hall Elevator Rm Testing; 17-0408 ASBESTOS BULK PLM, EPA 600 METHOD Client ID Lab Lab NON-ASBESTOS COMPONENTS ASBESTOS Lab ID Description Attributes Fibrous Non-Fibrous °/a RE-1 Gasket Material Heterogeneous 2% Cellulose 8% Paint None Detected A2406482 Blue/Gray 90% Binder Fibrous Bound RE-2 Gasket Material Heterogeneous 2% Cellulose 8% Paint None Detected A2406483 Blue/Gray 90% Binder Fibrous Bound RE-3 Texture Homogeneous 2% Cellulose 98% Binder None Detected Layer 1 White A2406484 Fibrous Bound - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -o - - - - - � _ _ _ _ o_ � _ _ _ _ _ - - - - - - _ __ _ _ _ _ . Layer 2 Drywall Heterogeneous 15/o Cellulose 85/o Gypsum None Detected A2406484 Wh ite Fibrous Bound RE-4 Applied Flooring Heterogeneous 2°/a Cellulose 98% Binder None Detected A2406485 Material Gray Fibrous Bound Page 1 of 2 � I� L/�QS LEGEND: Non-Anth = Non-Asbestiform Anthophyllite Non-Trem = Non-Asbestiform Tremolite Calc Carb = Calcium Carbonate METHOD: EPA 600/ R93 / 116 and EPA 600/ M4-82 /020 REPORTING LIMIT: <1% by visual estimation REGULATORY LIMIT: >1% by weight Due to the limitations of the EPA 600 method, nonfriable organically bound materials (NOBs) such as vinyl floor tiles can be difficult to analyze via polarized light microscopy (PLM). EPA recommends that all NOBs analyzed by PLM, and found not to contain asbestos, be further analyzed by Transmission Electron Microscopy (TEM). Please note that PLM analysis of dust and soil samples for asbestos is not covered under NVLAP accreditation. Estimated measurement of uncertainty is available on request. This report relates only to the samples tested or analyzed and may not be reproduced, except in full, without written approval by CEI Labs, Inc. CEI Labs makes no warranty representation regarding the accuracy of client submitted information in preparing and presenting analytical results. Interpretation of the analytical results is the sole responsibility of the client. Samples were received in acceptable condition unless otherwise noted. This report may not be used by the client to claim product endorsement by NVLAP or any other agency of the U.S. Government. ANALYST: APPROVED BY: �`�---- adekar Tianbao Bai, Ph.D., CIH Laboratory Director �� TESTING NVI.AP LAB CODE 101768-0 Page 2 of 2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 1400 City of Renton WORK RESTRICTIONS SECTION 01 1400 WORK RESTRICTIONS PART 1 —GENERAL PROVISIONS 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.02 USE OF PREMISES A. Use of Site: Limit use of premises to work in areas indicated. Do not disturb portions of site beyond areas in which the Work is indicated. 1. Driveways and Entrances: Unless otherwise indicated, keep driveways and entrances, roadways, pathways and sidewalks clear and available to Owner, Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. a. Schedule deliveries to minimize use of driveways and entrances and to minimize space and time requirements for storage of materials and equipment on-site. b. Schedule work that will impact Owner's access to hours that will not impede such access. 2. City Hall Regular Hours of Operation: 7:00 am- 6:00 pm, Seven (7) days per week. 3. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated. a. Provide Owner not less than 72 hours' notice in advance of proposed utility interruptions. b. Do not proceed with utility interruptions without Owner's written permission. 4. Schedule Work to only have one elevator out of service at a time. B. Resources: During the execution of all site work, the contractor and all subcontractors shall comply with the regulations regarding archaeological resources (Chapters 27.34, 26.53, 27.44, 79.01, and 79.90 RCW, and Chapter 25.48 WAC) as applicable. 1.03 NOISE CONTROL A. Durring normal business hours do not create any noise exceeding 75dB inside Renton City Hall. B. Work exceeding the allowable dB level may be performed with advanced approval from Owner. C. Air Compressors and Rattle Guns: Equip air compressors with silencing packages. Electric-driven compressors are preferred. Use of rattle guns is acceptable only with Owner permission secured in advance. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION (NOT USED) END OF SECTION 01 1400 January 1, 2019 01 1400-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 2000 City of Renton PRICE AND PAYMENT CAG 18-216 PROCEDURES SECTION 01 2000 PRICE AND PAYMENT PROCEDURES PART 1 —GENERAL 1.01 SECTION INCLUDES A. Procedures for preparation and submittal of applications for progress payments. B. Documentation of changes in Contract Sum and Contract Time. C. Modification procedures. D. Procedures for preparation and submittal of application for final payment. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplemental Conditions and Division 1 specification sections, apply to this section. B. Section 01 2200- Unit Prices: payment and modification procedures relating to unit prices. C. See General Conditions all requirements pertaining to retainage. 1.03 SCHEDULE OF VALUES A. Format: On 8-1/2"X 11" paper. B. Forms filled out by hand will not be accepted. C. Submit printed schedule on form acceptable to the Owner. Contractor's standard form or electronic media printout will be considered. D. Submit for Architect approval, three copies of Schedule of Values, a minimum of 15 days before first Application for Payment submittal. Approved Schedule of Values will be used by the Owner as the basis for progress payments. E. Format: Schedule of Values shall breakdown the total Contract Sum to each category of work utilizing the Table of Contents of this Project Manual. Identify each line item with number and title of the specification Section. Identify Site Mobilization, Bonds and Insurance, Demobilization, Record Drawings, O&M Manuals and any other requirements for Project Closeout. 1. Site mobilization shall not exceed 3% of Contract Sum. 2. Construction closeout shall not be less than 2% of Contract Sum. 3. For each line item exceeding 1/20 of Contract Sum, show breakdown by major products and operations. 4. Cross reference Schedule of Values amounts to the Construction Progress Schedule scheduled tasks with specified in Section 01 3216 5. Round figures to nearest dollar amount. 6. Make sum of total scheduled costs equal to Contract Sum. 7. Major cost items, which are not directly a cost of actual work-in-place, such as distinct temporary facilities, may be either shown as items in schedule of values or included in General Conditions, mobilization and/or demobilization at Contractor's option. F. Revise schedule to list approved Change Order Proposals (COP) and Field Authorizations January 1, 2019 01 2000-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 2000 City of Renton PRICE AND PAYMENT CAG 18-216 PROCEDURES (FA), with each Application for Payment. 1.04 APPLICATIONS FOR PROGRESS PAYMENTS A. Payment Period: Submit at intervals stipulated in the Agreement, if not stipulated, at monthly intervals. B. Prior to first Application for Payment, submit approved Intent to Pay Prevailing Wages forms for Contractor and all subcontractors. Wthout exception, processing of an Application for Payment will not begin until approved copies are on file with Owner for each classification of laborers, workers, or mechanics employed by Contractor or subcontractors included in that Application. 1. Submit a list of all subcontractors and suppliers. 2. Submit instructions to Owner for the disposition of retainage funds. a. In accordance with chapter 60.28 of the Revised Code of Washington (RCWj, Owner shall reserve a contract retainage not to exceed Five percent of the moneys earned by Contractor as trust fund for the protection and payment of: 1) The claims of any person and Owner arising in accordance with the Contract Documents. 2) The state with respect to taxes imposed pursuant to Title 82 RCW which may be due from such Contractor. b. The funds held in retainage shall be held until forty-five (45) days following Final Acceptance subject to the provisions of chapters 39.12 and 60.28 RCW. c. Contractor's written instructions should be addressed to the Owner with a copy to the Architect. d. At the option of Contractor, the moneys reserved by Owner shall be either: 1) Retained in a fund by Owner. 2) Bonded for all or any portion of the contract retainage in a form acceptable to Owner; or 3) Deposited in an interest-bearing account in a bank, mutual savings bank, or savings and loan association. 4) Placed in escrow with a bank or trust company by Owner. a) Escrow Agent: If the retained funds are to be placed in escrow, Contractor will select the escrow agent, subject to approval by Owner. The selected agent must be a bank or trust company in the State of Washington. b) Pursuant to electing the escrow option, an escrow agreement shall be executed by Contractor, Owner, and bank. Three copies of the agreement should be completed and executed by Contractor and returned to Owner for joint execution, who in turn will forward all copies to the bank for receipt and acceptance. The bank will retain one copy and return one copy each to Contractor and Owner. A completed and signed escrow agreement must be on file with Owner for payment before Contractor's first application is processed. c) Escrow Payments: As each progress estimate is presented for payment, Contractor shall make a vouchered request for the retained funds that are to be placed in escrow. Upon receiving a retainage invoice, Owner will issue a check payable to Contractor and the bankjointly. Such checks will be mailed to the bank and Contractor will receive copies of check transmittal letters. d) Escrow Investments: The bank shall invest the retained funds in bonds and other securities selected by Contractor from the following list approved by Owner: (1) Bills, certificates, notes or bonds of the United States. (2) Other obligations of the United States or its agencies. January 1, 2019 01 2000-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 2000 City of Renton PRICE AND PAYMENT CAG 18-216 PROCEDURES (3) Obligations of any corporation wholly owned by the government of the United States. (4) Indebtedness of the Federal National Mortgage Association. (5) Time deposits in commercial banks, mutual savings banks, and savings and loan associations in the State of Washington. e) Deposits in savings accounts in commercial banks, mutual savings banks, and savings and loan associations in the State of Washington. fl The investments selected must mature on or prior to the date set for completion of the contract, including extensions thereof or forty-five (45) days following the Final Acceptance of the improvement or work. Interest on such investments shall be paid to Contractor as it accrues. g) Escrow Costs and Fees: All escrow costs and fees shall be paid by Contractor, in accordance with the Escrow Agreement. h) Release of Escrow Investments to Contractor: Upon Final Acceptance and the expiration of forty-five (45) days following the date of Acceptance, and contingent upon Contractor's compliance with provisions of the public works statutes, Owner will issue written instructions to the bank to release to Contractor the investment held in escrow. If there should be either unpaid taxes or other unsatisfied claims against the retained percentage, the provisions of the Escrow Agreement will govern. C. Submit draft Application for Payment to Architect for approval 10 days prior to submittal of actual Application for Payment. D. Present required information in typewritten form. E. Form: As approved by the Owner F. Execute certification by signature of authorized officer. G. Use data from approved Schedule of Values. Provide dollar value in each column for each line item for portion of work performed. H. List each authorized Change Order as a separate line item, listing Change Order number and dollar amount as for an original item of Work. I. Submit four copies of each Application for Payment. J. Include the following with the application: 1. Construction progress schedule, revised and current as specified in Section 01 3216. 2. Partial release of liens from major Subcontractors and vendors. 3. Affidavits attesting to off-site stored products if any. 4. Statements of Intents to Pay Prevailing Wages as documented by the Washington State Department of Labor and Industries for each contractor or subcontractor included on the Pay Application. K. When Architect requires substantiating information, submit data justifying dollar amounts in question. Provide one copy of data with cover letter for each copy of submittal. Show application number and date, and line item by number and description. 1.05 MODIFICATION PROCEDURES A. Architect will advise of minor changes in the Work not involving an adjustment to Contract Sum or Contract Time as authorized by the Conditions of the Contract by issuing January 1, 2019 01 2000-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 2000 City of Renton PRICE AND PAYMENT CAG 18-216 PROCEDURES supplemental instructions on Architect's standard form. B. For other required changes, Architect will issue a Field Authorization (FA) signed by the Owner, A/E and Contractor instructing Contractor to proceed with the change, for subsequent inclusion in a Change Order. 1. The document will describe the required changes, will identify an initial estimate of the probable cost of any changes, and will designate method of determining any change in Contract Sum or Contract Time. 2. Promptly execute the change. C. For changes for which advance pricing is desired, Architect will issue a request for Change Order Proposal (COP) that includes a detailed description of a proposed change with supplementary or revised drawings and specifications, a change in Contract Time for executing the change and the period of time during which the requested price will be considered valid. Contractorwill prepare and submit a fixed price quotation within 14 days. D. Contractor may propose a change by submitting a request for change to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and the effect on the Contract Sum and Contract Time with full documentation. Document any requested substitutions in accordance with Section 01 6000. E. Computation of Change in Contract Sum: WII be as specified in the Agreement and the General and Supplemental Conditions for Washington State Facilities Construction. 1. For change requested by Architect for work falling under a fixed price contract, the amount will be based on Contractor's price quotation. 2. For change requested by Contractor, the amount will be based on the Contractor's request for a Change Order as approved by Architect. 3. For pre-determined unit prices and quantities, the amount will be based on the fixed unit prices. 4. For change ordered by Architect without a quotation from Contractor, the amount will be determined by Architect based on the Contractor's substantiation of costs as specified for Time and Material work. F. Substantiation of Costs: Provide full information required for evaluation. 1. Provide following data: a. Quantities of products, labor, and equipment. b. Taxes, insurance, and bonds. c. Overhead and profit. d. Justification for any change in Contract Time. e. Credit for deletions from Contract, similarly documented. f. Invoices and receipts for products, equipment, and subcontracts, similarly documented. 2. For Time and Material work, submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. G. Execution of Change Orders: Architect will issue Change Orders for signatures of parties as provided in the Conditions of the Contract. H. After execution of Change Order, promptly revise Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjust the Contract Price. I. Promptly revise progress schedules to reflect any change in Contract Time, revise sub- January 1, 2019 01 2000-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 2000 City of Renton PRICE AND PAYMENT CAG 18-216 PROCEDURES schedules to adjust times for other items of work affected by the change, and resubmit. J. Promptly enter changes in Project Record Documents. 1.06 APPLICATION FOR FINAL PAYMENT A. Prepare Application for Final Payment as specified for progress payments, identifying total adjusted Contract Sum, previous payments, and sum remaining due. B. Application for Final Payment will not be considered until the following have been accomplished: 1. Closeout procedures specified in Section 01 7000. 2. Contractor's Certification of Payment of Debts Claims. 3. Contractor's Certificate of Release of Liens. 4. Architect's approval of Closeout submittals specified in Section 01 7800. 5. Completion of punchlist with Architect's approval. 6. Completion of all Change Orders. 7. Submittal of Affidavit of wages paid for Contractor and subcontractors. 8. L&I approval to put elevators into service. 9. Sign-off of all required permits. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION (NOT USED) END OF SECTION 01 2000 January 1, 2019 01 2000-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 2100 City of Renton PREVAILING WAGE RATES CAG 18-216 SECTION 01 2100 PREVAILING WAGE RATES PART 1 —GENERAL 1.01 SUMMARY A. This project, located in King County Washington, is subject to the payment of prevailing wages to all workers. It is the contractor's responsibility to determine and use the applicable rates for the appropriate area of the state, as published by the Washington State Department of Labor and Industries. These rates are available on the web at https://fortress.wa.qov/Ini/waqelooku p/prvWaqelooku p.aspx. 1. Contractor must include these provisions in all subcontracts for work performed under this Contract. B. Based in the bid submittal deadline for this project, the applicable effective date for prevailing wages for this project is December 21, 2018. Upon written request, the Architect will mail a hard copy of the applicable prevailing wages for this project. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION (NOT USED) END OF SECTION 01 2100 January 1, 2019 01 2100-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 2200 City of Renton UNIT PRICES CAG 18-216 SECTION 01 2200 UNIT PRICES PART 1 —GENERAL 1.01 SECTION INCLUDES A. List of unit prices, for use in preparing Bids. B. Measurement and payment criteria applicable to Work performed under a unit price payment method. 1.02 COSTS INCLUDED A. Unit Prices included on the Bid Form shall include full compensation for all required labor, products, tools, equipment, plant, transportation, services and incidentals; erection, application or installation of an item of the Work; overhead and profit. B. Unit Price amount shall only be used for material quantities above or below the base bid quantities indicated and included in the Bid Allowance. All costs for the base bid quantities shall be included in the base bid amount on the Bid Proposal Form. C. Contractor shall document quantity of all work performed as the Bid Allowance and notify Architect and Owner when work designated as a unit price is to be performed. Measurement of material shall be as specified in these specifications, and shall be completed prior to the work being covered. Contractor shall not receive credit or payment for work designated as a unit price or allowance if the Contractor fails to properly facilitate measurement of materials. 1.03 UNIT QUANTITIES SPECIFIED A. Quantities listed under unit description of Unit Prices indicated on the Bid Proposal form are for contract purposes only. Quantities and measurements of actual Work will determine the actual payment amount. 1.04 MEASUREMENT OF QUANTITIES A. Measurement methods delineated in the individual specification sections complement the criteria of this section. In the event of conflict, the requirements of the individual specification section govern. B. Take all measurements and compute quantities. Measurements and quantities will be verified by Owner. 1.05 PROCEDURES A. Payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities of Work that is incorporated in or made necessary by the Work and accepted by the Architect, multiplied by the unit price. B. The pricing for Unit Prices shall include the full price for the work in place including all Contractor fees, overhead, transportation, equipment, direct and indirect costs and mark- ups. C. Payment will not be made for any of the following: January 1, 2019 01 2200-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 2200 City of Renton UNIT PRICES CAG 18-216 1. Products wasted or disposed of in a manner that is not acceptable. 2. Products determined as unacceptable before or after placement. 3. Products not completely unloaded from the transporting vehicle. 4. Products placed beyond the lines and levels of the required Work. 5. Products remaining on hand after completion of the Work. 6. Loading, hauling, and disposing of rejected Products. 1.06 DEFINITION OF UNIT PRICES 1. NA 1.07 SCHEDULE OF UNIT PRICES A. Contractor proposes to provide the Unit Prices as described in the Contract Documents, and subject to the same conditions as indicated in the Form of Bid. The quantities shown are assumed as additions to the scope shown in the Contract Documents. Contractor to note that all Unit Prices must be listed on the Bid Proposal. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION (NOT USED) END OF SECTION 01 2200 January 1, 2019 01 2200-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3000 City of Renton ADMINISTRATIVE CAG 18-216 REQUIREMENTS SECTION 01 3000 ADMINISTRATIVE REQUIREMENTS PART 1 —GENERAL 1.01 SECTION INCLUDES A. Administration and supervisory personnel. B. Communication procedures. C. Project meetings. D. Preconstruction meeting. E. Site mobilization meeting. F. Progress meetings. G. Coordination procedures. H. Submittal Types. I. Submittals for review and information. J. Number of copies of submittals. K. Submittal procedures. L. Daily Progress reports. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplemental Conditions and Division 1 specification sections, apply to this section. B. Section 01 1000 - Summary of Work: Work sequence and Owner occupancy. C. Section 01 3216- Construction Progress Schedule: Form, content, and administration of schedules. D. Section 01 1400 - Quality Requirements: Procedural requirements for quality assurance and quality control. E. Section 01 7000 - Execution and Closeout Requirements: Additional coordination requirements. F. Section 01 7800- Closeout Submittals: Project record documents. G. Section 01 9113- General Commissioning Requirements: Additional procedures for submittals relating to commissioning. 1.03 SUBMITTALS A. Personnel list: For principal staff assignments. Include areas of responsibility, addresses, January 1, 2019 01 3000-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3000 City of Renton ADMINISTRATIVE CAG 18-216 REQUIREMENTS and phone numbers for 24-hour-contact. Include back-up personnel. B. Coordination drawings. C. Superintendent Daily Reports: Submit at weekly intervals. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION 3.01 ADMINISTRATION AND SUPERVISORY PERSONNEL A. Provide designated Project Manager, Superintendent and other administrative and supervisory personnel as required for proper performance of the Work. 3.02 COMMUNICATION PROCEDURES A. General 1. Architect represents the Owner for this Contract. Address all Project correspondence through Architect. Do not contact Owner or Architect's subconsultants directly. Contractor's subcontractors will not directly contact the Owner, Architect, or Architect's subconsultants. 2. Architect will issue all instructions, whether verbal or written. No other instructions will be recognized. Architect will confirm verbal instructions in writing to Contractor. a. Exception: Minor clarifications may be confirmed in site reports or meeting minutes. 3. Format: Number correspondence sequentially beginning with Serial Letter No. 1. Include project title and number on all correspondence. B. Requests for Information 1. When field conditions or Contract Documents require clarification or verification by the Architect or Architect's subconsultants, submit a written Request for Information (RFI). 2. Format: Number RFI's sequentially using a consistent form approved by Architect, containing the following information: a. Project name and number. b. RFI number(three digits, beginning with 001). c. Date of request. d. Date of required response. e. Subject title. f. Initiator of request. g. Contract Document reference (drawing and/or specification). h. Location on site. i. Description of issue. j. Contractor's proposed solution, if known. k. Cost impacts, if known. I. Space adequate for Architect's review acknowledgement and reply. 3. Provide only one question per RFI. 4. Route RFI's in same manner as Project correspondence. 5. Allow 10 working days for Architect to issue response. 6. Architect reserves the right to void any RFI whose resolution is already contained within the Contract Documents. 3.03 PROJECT MEETINGS A. Preconstruction Meeting January 1, 2019 01 3000-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3000 City of Renton ADMINISTRATIVE CAG 18-216 REQUIREMENTS 1. Architect will schedule a meeting to take place before or on the date for Notice to Proceed. 2. Attendance Required: a. Owner. b. Architect and selected consultants. c. Contractor, including Project Manager, Superintendent, QAM, and major site related subcontractors. d. Owner's Testing Agent(s). e. Owner's Commissioning Authority. 3. Agenda: a. Distribution of Contract Documents. b. Designation of project personnel. c. Procedures and processing of field decisions, submittals, substitutions, applications for payments, proposal request, Change Orders, Record drawings and Contract closeout. d. Scheduling, early occupancy e. Working hours. f. Responsibility for temporary facilities and controls. g. Construction related air quality control procedures. h. Safety. i. Security. j. Site access, traffic control, parking availability. 4. Architect will record minutes and provide copies to Owner and Contractor for their distribution to all parties affected by decisions or actions resulting from the meeting. B. Progress Meetings 1. Attend progress meetings at bi-weekly intervals once Contractor is mobilized. Coordinate meeting schedule with preparation of applications for payment. 2. Architect will prepare agenda and preside at meetings. 3. Attendance Required: a. Owner. b. Contractor, including Project Manager, Superintendent. c. Others as appropriate, such as but not limited to; Major Subcontractors, Suppliers, Manufacturers Representatives, Consultants. 4. Agenda: a. Safety Report. b. Review minutes of previous meetings for any discrepancies and correct or approve. c. Review of Work progress since previous meeting. d. Look Ahead Schedule: Provide three (3)week look ahead simplified bar chart schedule coordinated and interfaced with project CPM schedule. e. Coordination issues, field observations, problems, and decisions. f. Identification of problems that impede, will impede, or present the potential for impeding planned progress. Identify corrective measures to regain projected schedules. g. Review Non-conforming work and status of correction. h. Review of submittals schedule and status of submittals. i. Review of off-site fabrication and delivery schedules. j. Review Requests for Information status. k. Review issuance of Supplemental Instructions. I. Review Contract Modifications status, including any effect on coordination and progress schedule. m. Maintenance of quality and work standards. n. Construction related indoor air quality control procedures. o. Other business relating to Work. January 1, 2019 01 3000-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3000 City of Renton ADMINISTRATIVE CAG 18-216 REQUIREMENTS 5. Architect will record minutes and provide copies to Owner and Contractor for their distribution to all parties affected by decisions or actions resulting from the meeting. C. Preinstallation Meetings 1. Where required by individual Specification sections, conduct preinstallation meetings at the Project site prior to start of each construction activity. 2. Contractor is responsible for preparing agenda and presiding at meetings. Advise Architect Seven (7) days in advance of each meeting. 3. Required Attendees: a. Superintendent b. Subcontractor(s) and/or Installer(s) c. Manufacturer(s) representative(s) d. Fabricator(s) e. Installer(s) or Fabricator(s) affected by installation and integration with proceeding and/or succeeding activities. 4. Agenda: a. Contract Documents. b. Related Change Orders. c. Submittals, including mockups. d. Purchases and deliveries. e. Coordination and Scheduling. f. Weather limitations. g. Manufacturer's written requirements. h. Warranty requirements. i. Potential conflicts and compatibility issues. j. Acceptability of substrates. k. Temporary facilities and controls. I. Space and access limitations. m. Regulations of authorities having jurisdiction. n. Testing and inspection requirements. o. Required performance results. p. Protection of construction and personnel. 5. QAM will record minutes and provide copies to Owner, Architect, all attendees, and all others affected by decisions or actions resulting from each meeting. 3.04 COORDINATION PROCEDURES A. Coordinate construction operations to ensure orderly and efficient installation of each part of the Work, with due consideration of those features of the Work dependent on each other for proper installation, connection, and operation. Ensure full accessibility for required maintenance, service, and repair. Make adequate accommodations for items scheduled for installation by others. B. When necessary to assure coordination, provide memoranda for distribution to each party involved, describing special coordination procedures. Include such items as required notices, reports, and meetings. 1. Prepare similar memoranda for Owner and separate contractors if coordination of their work is required. C. Coordination Meetings: Superintendent will conduct coordination meetings at appropriate intervals. Project coordination meetings are in addition to specific meetings held for other purposes, such as progress and pre-installation meetings. 1. Required Attendees: a. Superintendant January 1, 2019 01 3000-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3000 City of Renton ADMINISTRATIVE CAG 18-216 REQUIREMENTS b. Subcontractors c. Suppliers d. Other entities concerned with current progress or involved in planning, coordination, or performance of future activities. 2. Agenda: a. Scheduling. b. Interface requirements. c. Off-site fabrication. d. Access requirements. e. Site utilization. f. Temporary facilities and controls. g. Quality standards. D. Coordination Drawings: Construction model-derived 2D drawings, drawn accurately to a scale large enough to indicate and demonstrate the resolution of conflicts. Do not base coordination drawings on standard printed data that has not been incorporated into the model. Include the following information, as applicable: a. Use applicable Drawings and the BIM Model provided by the Architect as a basis for preparation of coordination drawings. Prepare sections, elevations, and details as needed to describe relationship of various systems and components. b. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems. c. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation. d. Show location and size of access doors required for access to concealed dampers, valves, and other controls. e. Indicate required installation sequences. f. Indicate dimensions shown on the Drawings. Specifically note dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to Architect indicating proposed resolution of such conflicts. Minor dimension changes and difficult installations will not be considered changes to the Contract. E. Electronic Base Drawings: Upon receipt of a signed Agreement for Transfer of Electronic Media, the Architect will provide the Contractor with a 3-D Model of the building. Copying and distribution shall be the Contractor's sole responsibility F. Coordination Drawing Review Meeting: Contractorwill conduct Coordination Drawing review meeting as soon as practical after receiving Architects completed submittal review. 1. Required Attendees: a. Architect, Mechanical and Electrical consultants b. Project Manager and Superintendent c. MEP Subcontractors, including Fire sprinkler and Security Access subcontractors. d. Other subcontractors, fabricators or suppliers deemed appropriate. 2. Agenda: a. Review drawings and comments. b. Review Interface requirements. c. Review Access requirements. d. Review Quality standards. 3. QAM will record minutes and provide copies to Owner, Architect, all attendees, and all others affected by decisions or actions resulting from meeting. G. If complete coordination drawings are not provided, any costs for rerouting, relocation, or other modifications to installed work made necessary due to conflicts or clash shall be the January 1, 2019 01 3000-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3000 City of Renton ADMINISTRATIVE CAG 18-216 REQUIREMENTS sole responsibility of the contractor. 3.05 SUBMITTAL TYPES A. Product Data: Manufacturer's standard published data. Product data includes, as applicable, manufacturer's catalog cuts, written recommendations, specifications, and installation instructions; factory installed wiring diagrams; printed performance curves; operational range diagrams; compliance with recognized standards; testing agency labels, and other standard information. Mark each copy to identify applicable products, models, options, and other data. B. Shop Drawings: Project-specific information as depicted through fabrication and installation drawings, dimensions (field and factory), roughing-in and setting diagrams, utility and service connections, field-installed wiring diagrams, instructions, templates and patterns, schedules, design calculations, coordination requirements, and other project- specific information. C. Coordination Drawings. Similar to shop drawings, but encompassing the work of several disciplines and intended to control placement of various products, equipment, and systems for mutual benefit, effective operation, and ease of access for maintenance. D. Samples for Selection: Manufacturer's accurately printed or actual samples showing full range of available features, options, colors, textures, and patterns. E. Samples for Verification: Project-specific samples of actual products, illustrating functional and aesthetic characteristics and including all integral parts and attachment devices. Provide actual finishes in selected colors, te�ures, and patterns. F. Schedules: A form of shop drawing, typically presented in tabular form and summarizing key features of the Work. Not to be confused with construction progress schedule specified in Section 01 3216. G. Qualification Data: Written information demonstrating the capabilities and experience of a firm or person. H. Certificates: Written statements certifying compliance with requirements. Submit product, installer, manufacturer, and material certificates on manufacturer's letterhead. Submit welding certificates on AWS or WABO forms or as required by authorities having jurisdiction. I. Test Reports: Reports written by a qualified testing agency, indicating and interpreting test results of materials or products for compliance with requirements. J. Inspection Reports: Reports written by a qualified inspection agency, indicating and interpreting inspection results of materials, products, or assemblies for compliance with requirements. K. Research/Evaluation Reports: Written evidence, from a model code organization acceptable to authorities having jurisdiction, that product complies with building code(s) in effect for Project. L. Manufacturer's Field Reports: Written information documenting factory-authorized service representative's tests and inspections. January 1, 2019 01 3000-6 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3000 City of Renton ADMINISTRATIVE CAG 18-216 REQUIREMENTS M. Project Record Documents, Operation & Maintenance Data, and Warranties and Bonds: Combination of submittal types, submitted at project closeout. See Section 01 7800. N. Material Safety Data Sheets: Submit directly to Owner. Architect will not review MSDS submittals. O. Others as indicated. 3.06 SUBMITTALS FOR ARCHITECT'S REVIEW A. When the following are specified in individual sections, submit them for review: 1. Product data. 2. Shop drawings. 3. Coordination drawings. 4. Samples for selection. 5. Samples for verification. 6. Schedules. 7. Qualification Data. 8. Division 1 submittals (plans, construction progress schedules, lists, reports, closeout submittals, etc.) specified in individual Division 1 sections. B. Submit to Architect for review for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. C. Samples will be reviewed only for aesthetic, color, or finish selection. D. After review, provide copies and distribute in accordance with SUBMITTAL PROCEDURES article below and for record documents purposes described in Section 01 7800 - CLOSEOUT SUBMITTALS. 3.07 SUBMITTALS FOR INFORMATION A. When the following are specified in individual sections, submit them for information: 1. Certificates. 2. Test reports. 3. Inspection reports. 4. Research/evaluation reports 5. Manufacturer's field reports. 6. Other types indicated. B. Submit for Architect's knowledge. No action will be taken. 3.08 SUBMITTALS FOR PROJECT CLOSEOUT A. When the following are specified in individual sections, submit them at project closeout: 1. Project record documents. 2. Operation and maintenance data. 3. Warranties. 4. Bonds. 5. Permits. 6. Other types as indicated. B. Submit for Owner's benefit during and after project completion. January 1, 2019 01 3000-7 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3000 City of Renton ADMINISTRATIVE CAG 18-216 REQUIREMENTS 3.09 NUMBER OF COPIES OF SUBMITTALS A. Submittals may be submitted electronically in a format or system acceptable to the Architect and Owner. Access to the document shall not require special programming, software, or other proprietary systems. Shop Drawings may be submitted electronically but will also require submission of one full-size printed copy. At the completion of the project, the contractor shall provide a complied digital record on a storage device acceptable to the Owner. Additionally, they shall provide and one physical copy of all project submittals, organized by specification sections and contained in 3-ring binders with tabs, titles, and edge identification. B. Superintendents Daily Report 1. For each Project calendar day beginning with the date of Notice to Proceed, prepare a report concerning events at the Project site as follows: a. List of subcontractors on site. b. Number of personnel on site, and general responsibilities. c. Equipment on site. d. Material deliveries. e. High and low temperatures and general weather conditions. f. Accidents. g. Meetings and significant decisions. h. Unusual events, as described under Special Reports below. i. Stoppages, delays, shortages, and losses. j. Emergency procedures. k. Orders and requests of authorities having jurisdiction. I. Supplemental Instructions received and implemented. m. Change Orders received and implemented. n. Field Authorizations received, and documentation of activities covered under same. o. Services connected and disconnected. p. Equipment or system tests and startups. Electronically transmit the daily reports to the Architect and Owner on every-other week basis. 2. Special Reports: When an event of an unusual and significant nature occurs at Project site, whether or not directly related to the Work, prepare and submit a special report directly to the Owner within one day of the occurrence. List chain of events, persons participating, and response by Contractor's personnel, evaluation of results or effects, and similar information. Advise Owner in advance when these events are known or predictable. END OF SECTION 01 3000 January 1, 2019 01 3000-8 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3216 City of Renton CONSTRUCTION SCHEDULE CAG 18-216 SECTION 01 3216 CONSTRUCTION SCHEDULE PART 1 —GENERAL 1.01 SECTION INCLUDES A. Requirement for Construction progress schedule, bar chart type. B. Schedule for concurrent elevator project and requirements for this contract. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions, Supplemental Conditions, and other Division 1 Specification sections, apply to this Section. B. Section 01 100—Summary of Work: For work sequence, Owner occupancy, and Owner- furnished items. C. Section 01 2000 - Payment Provisions: For schedule of values. D. Section 01 3000—Administrative Requirements: For superintendent's daily progress reports. 1.03 REFERENCES A. Comply with AGC (CPSM) - Construction Planning and Scheduling Manual; Associated General Contractors of America; 2016. 1.04 SUBMITTALS A. Construction Progress Schedule: Indicate complete construction sequence, from Notice to Proceed through Final Completion. 1. Submit within 7 days of Notice to Proceed. 2. Include written certification that major contractors have reviewed and accepted proposed schedule. 3. Submit updated schedule with each Application for Payment. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION 3.01 CONTENT A. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction. 1. Break down work so that no activity is longer than 21 days, unless specifically allowed by Architect. B. Identify each activity by specification section number. C. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month. D. Indicate procurement activities for long-lead and major items, including submittal, approval, January 1, 2019 01 3216-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3216 City of Renton CONSTRUCTION SCHEDULE CAG 18-216 and fabrication activities. E. Coordinate content with schedule of values specified in Section 01 2000. F. Provide legend for symbols and abbreviations used. G. Contract Modifications: For each proposed contract modification, and concurrent with its submission, prepare a time-impact analysis using the current approved schedule to demonstrate the effect of the proposed change on the overall project schedule. 3.02 BAR CHARTS A. Include a separate bar for each major portion of Work or operation. B. Identify the first work day of each week. 3.03 REVIEW AND EVALUATION OF SCHEDULE A. Participate in joint review and evaluation of schedule with Architect at each submittal. B. Evaluate project status to determine work behind schedule and work ahead of schedule. C. After review, revise as necessary as result of review, and resubmit within 5 days. 3.04 UPDATING SCHEDULE A. Maintain schedules to record actual start and finish dates of completed activities. B. Indicate progress of each activity to date of revision, with projected completion date of each activity. C. Annotate diagrams to graphically depict current status of Work. D. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes. E. Indicate changes required to maintain Date of Substantial Completion. F. Submit reports required to support recommended changes. G. Provide narrative report to define problem areas, anticipated delays, and impact on the schedule. Report corrective action taken or proposed and its effect. 3.05 DISTRIBUTION OF SCHEDULE A. Distribute copies of updated schedules to General Contractor's project site file, to Subcontractors, suppliers, and Architect. B. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules. 3.06 MILESTONE REQUIREMENTS A. Contractor shall perform work in coordination with concurrent elevator modernization January 1, 2019 01 3216-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 3216 City of Renton CONSTRUCTION SCHEDULE CAG 18-216 project. B. All code required work underthis contract necessary to put elevators 1-4 back into service shall be completed per concurrent elevator project schedule (attached)without causing schedule delays to concurrent elevatorwork. C. Schedule changes to concurrent elevator project may be revised or extend. Owner shall provide notice to Contractor of any changes to the schedule. The schedule of work under this contract shall be modified as necessary to support the concurrent elevator work. END OF SECTION 01 3216 January 1, 2019 01 3216-3 __------------------- -----------------------------------—------ — ------- ---------- _--- --- �_ � � �' � � � a > o '" R °� s � �¢ �--►--� ►�--►',: a � S� � � A y. �-►... N 0 • N� �C � � �' �� .:��. `�.. • I . I O Z v� a O ;� I i � I � � � � �Q ��¢: ��. �:��,:: oi- � _ � �� o 7 � ' m � � N �'1� � � pm� N N Q F�.`� �-�. ��'::�.; � o � �¢ w a `m � °i a N LL O � � a � ' .�� Q(J a of b l� �., � ' L] �-�• a a ' - , .. � ' —_�� ♦ . • �J � a oZ I � �U � � 0 O� E E .e n M c � E � � � � � v� c'n c � m m . � ° � `� � q � Na � � � t0 � � � �� E � uJ iL w � Q� a c ►" 3 � a O � � _'_... � �+� i�►_'t (V n Q � � w� > F N � ♦ ::'.��'.�. m� � �. m m O LL m N W Q1 ¢� m O) OJ W t0 � N t0 Q� O� O� O� Of O� � � � O� O� O� m O O O O O O O O O � O O � v� � � �s � 'a � rn rn � �n � 'a o c�1. 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Manufacturers' field services. I. Defect Assessment. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplemental Conditions and other Division 1 Specification sections, apply to this Section. B. Section 01 4216- Definitions. C. Section 01 4219— Reference Standards. D. Section 01 6000- Product Requirements: Requirements for material and product quality. 1.03 REFERENCE STANDARDS 01 4000 A. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7. B. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory Accreditation Program. 1.04 DEFINITIONS A. Quality Assurance Services: Activities, actions, and procedures performed before and during execution of the Work to guard against defects and deficiencies and to ensure that proposed construction complies with requirements. B. Quality Control Services: Tests, inspections, procedures, and related actions during and after execution of the Work used to evaluate that actual products incorporated into the Work comply with requirements. Services do not include Contract enforcement activities performed by Architect. 1.05 SUBMITTALS January 1, 2019 01 4000-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 4000 City of Renton QUALITY REQUIREMENTS CAG 18-216 A. See Section 01 3000—Administrative Requirements, for submittal procedures. B. Superintendent Daily Reports: Submit at bi-weekly intervals. C. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses, certifications, inspection reports, releases,jurisdictional settlements, notices, receipts for fee payments,judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Wo rk. 1.06 QUALITY ASSURANCE A. Delegated Design: Where professional design services or certifications by a design professional are specifically required of Contractor, provide products and systems complying with indicated performance and design criteria, or where not indicated, with performance and design criteria of authorities having jurisdiction. In addition to shop drawings, product data, and other required submittals, submit a statement, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional, indicating that the products and systems are in compliance with performance and design criteria indicated. Include the list of codes, loads, and other factors used in performing these services. 1. Professional Engineer Qualifications: A professional legally qualified to practice in the State of Washington and experienced in providing engineering services of the kind ind icated. B. Basic Quality Assurance Qualifications: Wherever the Specifications refer to installers, manufacturers, fabricators, specialists, or factory-authorized service representatives, provide entities with the following qualifications: 1. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling work similar in material, design, and extent to that indicated for this Project, whose work has resulted in construction with a record of successful in-service performance. 2. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service performance. 3. Fabricator Qualifications: A firm experienced in producing products similar to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. 4. Specialists: Certain sections of the Specifications require that specific construction activities be performed by recognized experts in those operations. Specialists shall satisfy qualification requirements indicated and shall be engaged for the activities indicated. a. Requirements for specialists shall not supersede building codes and regulations governing the Work. 5. Factory-Authorized Service Representative Qualifications: An authorized representative of manufacturerwho is trained and approved by manufacturerto inspect installation of manufacturer's products similar in material, design, and extent to those indicated for this Project. C. Mock-ups: Where indicated, build mock-ups using actual materials specified for permanent Work and as follows: 1. Build mock-ups in locations and sizes indicated, or if not indicated, as directed by Architect. January 1, 2019 01 4000-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 4000 City of Renton QUALITY REQUIREMENTS CAG 18-216 2. Notify Architect 7 days in advance of mock-up construction. 3. Demonstrate the full proposed range of aesthetic effects and workmanship. 4. Allow a minimum of Four(4)weeks review. 5. Obtain Architect's approval of mock-ups before starting fabrication or construction of permanent Work. 6. Maintain mock-ups in an undisturbed condition as a standard forjudging the completed Wo rk. 7. Demolish and remove mock-ups immediately prior to Substantial Completion, unless otherwise indicated. 8. Where indicated and if undamaged, approved mock-ups may be incorporated into the finished work. 1.07 QUALITY CONTROL A. Owner reserves right to retain an independent Testing Agency to perform construction materials and installation testing and inspections services. B. Employment of agency in no way relieves Contractor of obligation to perform Work in accordance with requirements of Contract Documents. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION 3.01 CONTROL OF INSTALLATION A. Monitor quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce Work of specified quality. B. Comply with manufacturers' instructions, including each step-in sequence. C. Should manufacturers' instructions conflict with Contract Documents, request clarification from Architect before proceeding. D. Comply with specified standards as minimum quality for the Work except where more stringent tolerances, codes, or specified requirements indicate higher standards or more precise workmanship. E. Have Work performed by persons qualified to produce required and specified quality. F. Verify that field measurements are as indicated on shop drawings or as instructed by the manufacturer. G. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, physical distortion, and disfigurement. 3.02 MOCK-UPS A. Before installing portions of the Work where mock-ups are required, construct mock-ups in location and size indicated for each form of construction and finish required to comply with the following requirements, using materials indicated for the completed Work. The purpose of mock-up is to demonstrate the proposed range of aesthetic effects and workmanship. January 1, 2019 01 4000-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 4000 City of Renton QUALITY REQUIREMENTS CAG 18-216 B. Provide supervisory personnel who will oversee mock-up construction. Provide workers that will be employed during the construction at Project. C. Assemble and erect Mock-ups with specified materials, components, attachments, anchorage devices, flashings, seals, and finishes. D. Obtain Architect's approval of mock-ups before starting work, fabrication, or construction. E. Architect will issue written comments within seven (7) working days of initial review and each subsequent follow up review of each mock-up. F. Make corrections as necessary until Architect's approval is issued. G. Accepted mock-ups shall be a comparison standard for the remaining Work. H. Mock-ups will be removed at completion of construction unless specified to remain. Where allowed to remain, protect from all damage. I. Where possible salvage and recycle the demolished mock-up materials. 3.03 TOLERANCES J. Monitor fabrication and installation tolerance control of products to produce acceptable Work. Tolerances will not be cumulative. A. Comply with manufacturers'tolerances. Should manufacturers'tolerances conflict with Contract Documents, request clarification from Architect before proceeding. B. Adjust products to appropriate dimensions; position before securing products in place. 3.04 TEST AND INSPECTION LOG A. Prepare and maintain a record of tests and inspections. Include the following: 1. Date of test or inspection. 2. Description of Work tested or inspected. 3. Identification of testing agency or special inspector conducting test or inspection. 4. Test or inspection results. 5. Date test or inspection results were transmitted to Owner and Architect. B. Maintain log at Project site. Post additions and modifications as they occur. Provide access to test and inspection log for Architect's reference during normal working hours and prior to each Application for Payment. 3.05 TESTING AND INSPECTION A. Testing Agency Duties: 1. Provide qualified personnel at site. Cooperate with Architect and Contractor in performance of services. 2. Perform specified sampling and testing of products in accordance with specified standards. 3. Ascertain compliance of materials and mixes with requirements of Contract Documents. 4. Promptly notify Architect and Contractor of observed irregularities or non-conformance of Work or products. January 1, 2019 01 4000-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 4000 City of Renton QUALITY REQUIREMENTS CAG 18-216 5. Perform additional tests and inspections required by Architect. 6. Attend preconstruction meetings. 7. Submit reports of all tests/inspections specified. B. Limits on Testing/Inspection Agency Authority: 1. Agency may not release, revoke, alter, or enlarge on requirements of Contract Docu ments. 2. Agency may not approve or accept any portion of the Work. 3. Agency may not assume any duties of Contractor. 4. Agency has no authority to stop the Work. C. Contractor Responsibilities: 1. Cooperate with laboratory personnel, and provide access to the Work. 2. Provide incidental labor and facilities: a. To provide access to Work to be tested/inspected. b. To obtain and handle samples at the site or at source of Products to be tested/inspected. c. To facilitate tests/inspections. d. To provide storage and curing of test samples. 3. Schedule tests and inspections with Testing Agency. Notify Architect and laboratory 24 hours prior to expected time for operations requiring testing/inspection services. 4. Employ services of an independent qualified testing laboratory and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. 5. Arrange with Owner's agency and pay for additional samples, tests, and inspections required by Contractor beyond specified requirements. D. Re-testing required because of non-conformance to specified requirements shall be performed by the same agency on instructions by Architect. E. Re-testing required because of non-conformance to specified requirements shall be paid for by Contractor by deducting testing charges from the Contract Sum. 3.06 MANUFACTURERS' FIELD SERVICES A. When specified in individual specification sections, require material or product suppliers or manufacturers to provide qualified staff personnel to observe site conditions, conditions of surfaces and installation, quality of workmanship, as applicable, and to initiate instructions when necessary. B. Report observations and site decisions or instructions given to applicators or installers that are supplemental or contrary to manufacturers'written instructions. 3.07 DEFECT ASSESSMENT A. Replace Work or portions of the Work not conforming to contract document requirements. B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect will direct an appropriate remedy or adjust payment. C. Maintain a Log of Non-conforming work, tracking items from instance of identification to resolution. 3.08 SUPERINDENDENT WEEKLY REPORTS January 1, 2019 01 4000-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 4000 City of Renton QUALITY REQUIREMENTS CAG 18-216 A. Write weekly reports, beginning with date of Notice to Proceed, on form(s) approved by Architect. Weekly Reports will be factual records containing numerical data of the Work and quality assurance and control activities. Identify deficiencies in weekly reports and in Non- Conforming Work Log as they occur and as they are resolved. Do not address production issues unless they impact quality assurance or quality control. B. Superintendent shall sign and date all reports. Verification shall include a statement that all materials and products incorporated into the Work are in compliance with the terms of the Contract except as noted. C. Submit copies of weekly reports at each Progress Meeting. END OF SECTION 01 4000 January 1, 2019 01 4000-6 General Construction for RCH Elevator Modernization 01 4216 City of Renton DEFINITIONS CAG 18-216 SECTION 01 4216 DEFINITIONS PART 1 —GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplemental Conditions and other Division 1 Specification sections, apply to this Section. 1.02 SUMMARY A. This section supplements the definitions contained in the General Conditions. In case of conflict, the General Conditions will take precedence. B. Other definitions are included in individual specification sections. 1.03 SPECIFICATION FORMAT AND CONTENT A. Specifications Format: These Specifications are organized into Divisions and Sections based on the Construction Specifications Institute's 2016 MasterFormat. B. Specification Content: 1. Language: This specification uses certain conventions in the use of language and the intended meaning of certain terms, words and phrases when used in particular situations or circumstances. These conventions are explained as follows: a. Wording of the contract documents is abbreviated or streamlined and frequently includes incomplete sentences. 1) Abbreviated word and terms shall be interpolated as sense requires. Singular words shall be interpreted as plural and plural words interpreted as singular where applicable to the context indicated. b. These specifications are written in imperative mood. This imperative phraseology is directed to the Contractor, unless specifically noted otherwise. c. The terms "Shall", "Shall be", "Will", and "Will be" and similar words and phrases are defined to have compulsory meaning. 2. Assignment of Specialists: a. The specification requires that certain specific construction activities shall be performed by specialists who are recognized experts in the operations to be performed. The specialist must be engaged for those activities, and their assignments are requirements over which the Contractor has no choice or option. However, the responsibility for fulfilling Contract requirements remains with the Contractor. b. This requirement shall not be interpreted to conflict with enforcement of building codes and similar regulations governing the work. It is also not intended to interfere with local trade union jurisdictional settlements and similar conventions. c. Use of titles such as "carpentry" in not intended to imply that certain construction activities must be performed by accredited or unionized individuals of a corresponding generic name, such as "carpenter". It also does not imply that requirements specified apply exclusively to tradespersons of the corresponding generic name. d. The term "Installer"shall be used to refer to all specialists. 1.04 DEFINITIONS A. General: Basic Contract definitions are included in the Conditions of the Contract. January 1, 2019 01 4216-1 General Construction for RCH Elevator Modernization 01 4216 City of Renton DEFINITIONS CAG 18-216 B. Terminology- Certain terms used more generally throughout the contract documents are defined as follows: 1. Addenda: Additions made to the contract documents during the bidding period. Used to revise, delete, or add to any of the bidding requirements or contract documents. 2. Approve: Where used in conjunction with the Architect's response or submittals, requests, applications, inquiries, reports, and claims by the Contractor, the meaning will be held to the limitations of the Architect's responsibilities and duties as specified in Section 00 7200, General Conditions of the Contract. 3. Confirm: Confirm or verify dimension or condition and notify Architect of findings prior to proceeding with the work. 4. Construction Documents: All of the written and graphic documents prepared and assembled by the Architect for communicating the design and administering the construction contract. They include the following categories: bidding requirements, contract forms, conditions of the contract, specifications, drawings, addenda and contract modifications. This term is interchangeable with "contract documents". 5. Contract Documents: The legally enforceable requirements which become part of the contract when the agreement is signed. Including the bid package, project manual and all related documents including construction documents. See "construction documents" above. 6. Contract Modifications -After agreement has been signed, any additions, deletions, or modifications to the work are accomplished by supplemental instructions or change order. 7. Directed: Where not otherwise explained, terms such as "directed", "requested", "authorized", "selected", "approved", "permitted", "required", and "accepted" mean "directed by the Architect", "requested by the Architect", etc. However, no such implied meaning will be interpreted to extend the Architect's responsibility into the Contractor's area of construction supervision. 8. Drawings: Graphic representations of the work. 9. Furnish: To supply and deliver to project site, unload, and inspect for damage. 10. Install: To unpack, assemble, erect, apply, place, anchor, finish, cure, protect, clean, start up, protect, and similar operations and make ready for use. 11. Installer: The person or entity engaged by the Contractor or its subcontractor or sub- subcontractor for the performance of a particular unit of work at the project site, including installations, erections, applications, and similar required operations. It is a general requirement that installers be recognized experts in the work they are engaged to perform. 12. Product: Material, machinery, components, equipment, fixtures, and systems forming the work result. Not materials or equipment used for preparation, fabrication, conveying, or erection and not incorporated into the work result. Products may be new, never before used, or re-used materials or equipment. 13. Project Manual: The book-sized (8 1/2 by 11-inch format and bound) volume that includes the procurement requirements (if any), the contracting requirements, and the specifications. 14. Project Site: The space available to the Contractor for the performance of the work, either exclusively or in conjunction with others performing other work as part of the project. The extent of the project site is shown on the drawings and may or may not be identical with the description of the land upon which the project is built. 15. Provide: To furnish and install, complete and ready for intended use. 16. Record Drawings: Drawings prepared by the Contractor to indicate construction changes, including nature and location of concealed work. 17. Shop Drawings: Drawings, schedules, and other information prepared by the Contractor to describe fabrication and installation of elements of the work. 18. Specifications: Define the qualitative requirements for products, materials and workmanship upon which the contract is based. January 1, 2019 01 4216-2 General Construction for RCH Elevator Modernization 01 4216 City of Renton DEFINITIONS CAG 18-216 19. Supply: Same as Furnish. 20. Testing Agency: An independent entity engaged to perform specific inspections or tests of the work, both at the project site or elsewhere, and to report and, if required, to interpret the results of those inspections or tests. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION (NOT USED) END OF SECTION 01 4216 January 1, 2019 01 4216-3 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 SECTION 01 4219 REFERENCE STANDARDS PART 1 —GENERAL 1.01 SECTION INCLUDES A. Reference standards. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section. 1.03 APPLICABLE CODES A. Comply with codes, ordinances, regulations, rules, orders, and other requirements of the Public Authority Having Jurisdiction for the Work. Editions current as of date of Project Manual apply unless otherwise noted. 1.04 USE OF THE STANDARDS A. Not all organizations listed below are referenced in the Contract Documents. This list is provided to assist the Contractor in locating referenced standards. The Contractor is responsible for adherence to all standards referenced in the Contract Documents whether or not they are included in this section. 1.05 INDUSTRY STANDARDS A. Applicability of Standards: Except where the Contract Documents include more stringent requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the Contract Documents to the extent referenced. Such standards are made a part of the Contract Documents by reference. B. Publication Dates: Comply with the standards in effect as of the date of the Contract Documents. C. Conflicting Requirements: 1. Where compliance with two or more standards is specified and they establish different or conflicting requirements for minimum quantities or quality levels, the most stringent requirements will be enforced unless the Contract Documents indicate otherwise. Refer requirements that are different but apparently equal, and uncertainties as to which quality level is more stringent to the Architect for a decision before proceeding. 2. In every instance, the quantity or quality level shown or specified will be the minimum to be provided or performed. The actual installation may comply exactly with the minimum quantity or quality specified, or it may exceed that minimum within reasonable limits. In complying with these requirements, indicated numeric values are minimum or maximum values, as noted, or appropriate for the context of the requirements. Refer instances of uncertainty to the Architect for a decision before proceeding. D. Copies of Standards: 1. Each entity engaged in construction on the project is required to be familiar with industry standards applicable to that entity's construction activity. Copies of applicable standards are not bound with the Contract Documents. 2. Where copies of standards are needed for performance of a required construction January 1, 2019 01 4219-1 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 activity, the Contractor will obtain copies directly from the publication source. E. Abbreviations and Names: Trade association names and titles of general standards are frequently abbreviated. Where such acronyms or abbreviations are used in the specifications or other Contract Documents, they mean the recognized name of the trade association, standards organization, authority having jurisdiction, or other entity applicable to the context of the text provision. 1. Names and addresses are subject to change and are believed, but not assured, to be accurate and current as of date of the Contract Documents. 2. For reference, see the "Encyclopedia of Associations", published by Gale Research Co., available in most public libraries. 1.06 CONSTRUCTION INDUSTRY ORGANIZATION STANDARDS AND DOCUMENTS A. AA--ALUMINUM ASSOCIATION, INC. B. AAMA--AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION 1. AAMA/WDMA/CSA 101/I.S.2/A440 - North American Fenestration Standard/Specification for windows, doors, and skylights; 2011. 2. AAMA 609 -Voluntary Guide Specification for Cleaning and Maintenance of Architectural Anodized Aluminum; 2009. 3. AAMA 611 -Voluntary Specification for Anodized Architectural Aluminum; 2012. 4. AAMA 1801 - Voluntary Specification for the Acoustical Rating of Wndows, Doors and Glazed Wall Sections; 2011. 5. AAMA 2604 - Voluntary Specification, Performance Requirements and Test Procedures for High Performance Organic Coatings on Aluminum Extrusions and Panels; 2010. 6. AAMA 2605 - Voluntary Specification, Performance Requirements and Test Procedures for Superior Performing Organic Coatings on Aluminum Extrusions and Panels; 2011. 7. AAMA CW-10 - Care and Handling of Architectural Aluminum from Shop to Site; 2012. C. ACI --AMERICAN CONCRETE INSTITUTE INTERNATIONAL 1. ACI 117- Standard Specifications for Tolerances for Concrete Construction and Materials; 2010. 2. ACI 211.1 - Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete; 1991 (Reapproved 2002). 3. ACI 301 - Specifications for Structural Concrete for Buildings; 2010. 4. ACI 303R- Guide to Cast-in-Place Architectural Concrete Practice; 2012. 5. ACI 304R- Guide for Measuring, Mixing, Transporting, and Placing Concrete; 2000. 6. ACI 308R- Guide to Curing Concrete; 2001 (Reapproved 2008). 7. ACI 347 - Recommended Practice for Concrete Formwork; 8. ACI SP-66 -ACI Detailing Manual; 2004. 9. AGC --ASSOCIATED GENERAL CONTRACTORS OF AMERICA AAAGC (CPSM) - Construction Planning and Scheduling Manual; 2004. 10. AHA--AMERICAN HARDBOARD ASSOCIATION D. AIA-THE AMERICAN INSTITUTE OF ARCHITECTS E. AISC --AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. 1. AISC (MAN) - Steel Construction Manual; 2005. 2. AISC 360 - Specification for Structural Steel Buildings; 2010. 3. AISC S303 - Code of Standard Practice for Steel Buildings and Bridges; 2005. 4. AISC S335 - Specification for Structural Steel Buildings--Allowable Stress Design, Plastic Design; 1989. 5. AISC S348 - Specification for Structural Joints Using ASTM A325 or A490 Bolts; 2004. January 1, 2019 01 4219-2 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 F. AISI --AMERICAN IRON AND STEEL INSTITUTE 1. AISI SG02-1 - North American Specification for the Design of Cold-Formed Steel Structural Members; American Iron and Steel Institute; 2001 with 2004 supplement. G. ANSI --AMERICAN NATIONAL STANDARDS INSTITUTE 1. ANSI A13.1 - Scheme for the Identification of Piping Systems; 1981 (R1993). 2. ANSI A14.3-American National Standard for Ladders-- Fixed -- Safety Requirements; 2008. 3. ANSI A21.11 -American National Standard for Rubber Gasket Joints for Cast Iron and Ductile Iron Pressure Pipe and Fittings; current edition. 4. ANSI A108 Series/A118 Series/A136.1 -American National Standard Specifications for the Installation of Ceramic Tile (Compendium); 2012.1. 5. ANSI A118.1 -American National Standard Specifications for Dry-Set Portland Cement Mortar; 2012.1. 6. ANSI A118.4 -American National Standard Specifications for Latex-Portland Cement Mortar; 2012.1. 7. ANSI A118.9 -American National Standard Specifications for Test Methods and Specifications for Cementitious Backer Units; 2012.1. 8. ANSI A118.10 -American National Standard Specifications for Load Bearing, Bonded, Waterproof Membranes for Thin-Set Ceramic Tile and Dimension Stone Installation; 2012.1. 9. ANSI A137.1 -American National Standard Specifications for Ceramic Tile; 2012. 10. ANSI A208.1 -American National Standard for Particleboard; 2009. 11. ANSI A208.2 -American National Standard for Medium Density Fiberboard for Interior Use; 2009. 12. ANSI A250.6 - Hardware on Standard Steel Doors (Reinforcement--Application); 2003 (R2009). 13. ANSI A250.8 - SDI-100 Recommended Specifications for Standard Steel Doors and Frames; 2003. 14. ANSI A250.10 -Test Procedure and Acceptance Criteria for Prime Painted Steel Surfaces for Steel Doors and Frames; 1998 (R2011). 15. ANSI A250.11 - Recommended Erection Instructions for Steel Frames; 2012. H. APA--APA- THE ENGINEERED WOOD ASSOCIATION 1. APA E30 - Engineered Wood Construction Guide; 2011. 2. APA J20 - Grades &Specifications; Current Edition. I. ASHRAE--AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIR- CONDITIONING ENGINEERS, INC. 1. ASHRAE (FUND) -ASHRAE Handbook- Fundamentals; 2009. 2. ASHRAE (HVACA) -ASHRAE Handbook- HVAC Applications; 2011. J. ASHRAE Guideline 1.1 -The HVAC Commissioning Process; 2012 1. ASHRAE Std 62.1 -Ventilation for Acceptable Indoor Air Quality; 2012. 2. ASHRAE Std 90.1 - Energy Standard for Buildings Except Low-Rise Residential Buildings; 2010, Including All Addenda (ANSI/ASHRAE/IESNA Std 90). 3. ASHRAE Std 111 - Measurement, Testing, Adjusting and Balancing of Building HVAC Systems; 1988, with 1997 Errata. K. ASME--THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS 1. ASME A17.1 - Safety Code for Elevators and Escalators; 2010. L. ASTM A Series --ASTM INTERNATIONAL January 1, 2019 01 4219-3 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 1. ASTM A6/A6M - Standard Specification for General Requirements for Rolled Structural Steel Bars, Plates, Shapes, and Sheet Piling; 2012. 2. ASTM A36/A36M - Standard Specification for Carbon Structural Steel; 2008. 3. ASTM A47/A47M - Standard Specification for Ferritic Malleable Iron Castings; 1999 (Reapproved 2009). 4. ASTM A48/A48M - Standard Specification for Gray Iron Castings; 2003 (Reapproved 2008). 5. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc- Coated, Welded and Seamless; 2012. 6. ASTM A74- Standard Specification for Cast Iron Soil Pipe and Fittings; 2009. 7. ASTM A82/A82M - Standard Specification for Steel Wire, Plain, for Concrete Reinforcement; 2007. 8. ASTM A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished; 2007. 9. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2012. 10. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware; 2009. 11. ASTM A167- Standard Specification for Stainless and Heat-Resisting Chromium- Nickel Steel Plate, Sheet, and Strip; 1999 (Reapproved 2009). 12. ASTM A185/A185M - Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete; 2007. 13. ASTM A269- Standard Specification for Seamless and Welded Austenitic Stainless- Steel Tubing for General Service; 2010. 14. ASTM A270/A270M - Standard Specification for Seamless and Welded Austenitic and Ferritic/Austenitic Stainless Steel Sanitary Tubing; 2010. 15. ASTM A276- Standard Specification for Stainless Steel Bars and Shapes; 2010. 16. ASTM A307- Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength; 2010. 17. ASTM A312/A312M - Standard Specification for Seamless, Welded, and Heavily Cold Worked Austenitic Stainless-Steel Pipes; 2012. 18. ASTM A325- Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength; 2010. 19. ASTM A361/A361 M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process for Roofing and Siding; 1994. 20. ASTM A366/A366M - Standard Specification for Commercial Steel (CS) Sheet, Carbon, (0.15 Maximum Percent) Cold-Rolled; 1997. 21. ASTM A392- Standard Specification for Zinc-Coated Steel Chain-Link Fence Fabric; 2011 a. 22. ASTM A446/A446M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Structural (Physical) Quality; 1993. 23. ASTM A490 - Standard Specification for Structural Bolts, Alloy Steel, Heat Treated, 150 ksi Minimum Tensile Strength; 2012. 24. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes; 2010a. 25. ASTM A501 - Standard Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing; 2007. 26. ASTM A514/A514M - Standard Specification for High-Yield-Strength, Quenched and Tempered Alloy Steel Plate, Suitable for Welding; 2005 (Reapproved 2009). 27. ASTM A525 - Standard Specification for General Requirements for Steel Sheet, Zinc- Coated (Galvanized) by the Hot-Dip Process; 1993. 28. ASTM A526/A526M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip Process, Commercial Quality; 1990. 29. ASTM A527/A527M - Standard Specification for Steel Sheet, Zinc-Coated January 1, 2019 01 4219-4 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 (Galvanized) by the Hot-Dip Process, Lock-Forming Quality; 1993. 30. ASTM A536 - Standard Specification for Ductile Iron Castings; 1984 (Reapproved 2009). 31. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts; 2007a. 32. ASTM A580/A580M - Standard Specification for Stainless Steel Wire; 2012a. 33. ASTM A611 - Standard Specification for Structural Steel (SS), Sheet, Carbon, Cold- Rolled; 1997. 34. ASTM A615/A615M - Standard Specification for Deformed and Plain Carbon Steel Bars for Concrete Reinforcement; 2012. 35. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2011. 36. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless-Steel Sheet, Strip, Plate, and Flat Bar; 2010. 37. ASTM A706/A706M - Standard Specification for Low-Alloy Steel Deformed and Plain Bars for Concrete Reinforcement; 2009b. 38. ASTM A746 - Standard Specification for Ductile Iron Gravity Sewer Pipe; 2009. 39. ASTM A767/A767M - Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement; 2009. 40. ASTM A780- Standard Practice for Repair of Damaged and Uncoated Areas of Hot- Dip Galvanized Coatings; 2009. 41. ASTM A992/A992M - Standard Specification for Structural Steel Shapes; 2011. 42. ASTM B Series --ASTM INTERNATIONAL 43. ASTM B1 - Standard Specification for Hard-Drawn Copper Wre; 2001 (Reapproved 2007). 44. ASTM B2 - Standard Specification for Medium-Hard-Drawn Copper Wire; 2008. 45. ASTM B3 - Standard Specification for Soft or Annealed Copper Wre; 2001 (Reapproved 2007). 46. ASTM B8 - Standard Specification for Concentric-Lay-Stranded Copper Conductors, Hard, Medium-Hard, or Soft; 2011. 47. ASTM B32 - Standard Specification for Solder Metal; 2008. 48. ASTM B36/B36M - Standard Specification for Brass Plate, Sheet, Strip, And Rolled Bar; 2008a. 49. ASTM B42 - Standard Specification for Seamless Copper Pipe, Standard Sizes; 2010. 50. ASTM B68/B68M - Standard Specification for Seamless Copper Tube, Bright Annealed; 2011. 51. ASTM B88 - Standard Specification for Seamless Copper Water Tube; 2009. 52. ASTM B209- Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate; 2010. 53. ASTM B210- Standard Specification for Aluminum and Aluminum-Alloy Drawn Seamless Tubes; 2012. 54. ASTM B221 - Standard Specification forAluminum and Aluminum-Alloy Extruded Bars, Rods, Wre, Profiles, and Tubes; 2012. M.ASTM C Series--ASTM INTERNATIONAL 1. ASTM C31/C31 M - Standard Practice for Making and Curing Concrete Test Specimens in the Field; 2012. 2. ASTM C33/C33M - Standard Specification for Concrete Aggregates; 2011 a. 3. ASTM C36/C36M - Standard Specification for Gypsum Wallboard; 2001. 4. ASTM C62 - Standard Specification for Building Brick(Solid Masonry Units Made from Clay or Shale); 2012. 5. ASTM C67 - Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile; 2012. 6. ASTM C73 - Standard Specification for Calcium Silicate Brick (Sand-Lime Brick); 2010. 7. ASTM C76 - Standard Specification for Reinforced Concrete Culvert, Storm Drain, and January 1, 2019 01 4219-5 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 Sewer Pipe; 2012a. 8. ASTM C90 - Standard Specification for Loadbearing Concrete Masonry Units; 2012. 9. ASTM C91/C91 M - Standard Specification for Masonry Cement; 2012. 10. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete; 2012. 11. ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates; 2006. 12. ASTM C143/C143M - Standard Test Method for Slump of Hydraulic-Cement Concrete; 2010a. 13. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2011. 14. ASTM C150/C150M - Standard Specification for Portland Cement; 2012. 15. ASTM C165 - Standard Test Method for Measuring Compressive Properties of Thermal Insulations; 2007. 16. ASTM C171 - Standard Specification for Sheet Materials for Curing Concrete; 2007. 17. ASTM C172/C172M - Standard Practice for Sampling Freshly Mixed Concrete; 2010. 18. ASTM C173/C173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method; 2010b. 19. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011). 20. ASTM C208 - Standard Specification for Cellulosic Fiber Insulating Board; 2012. 21. ASTM C216 - Standard Specification for Facing Brick(Solid Masonry Units Made from Clay or Shale); 2012. 22. ASTM C260 - Standard Specification for Air-Entraining Admixtures for Concrete; 2010a. 23. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2012. 24. ASTM C309 - Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete; 2011. 25. ASTM C332 - Standard Specification for Lightweight Aggregates for Insulating Concrete; 2009. 26. ASTM C476 - Standard Specification for Grout for Masonry; 2010. 27. ASTM C494/C494M - Standard Specification for Chemical Admixtures for Concrete; 2012. 28. ASTM C495 - Standard Test Method for Compressive Strength of Lightweight Insulating Concrete; 2012. 29. ASTM C518 - Standard Test Method for Steady-State Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus; 2010. 30. ASTM C547 - Standard Specification for Mineral Fiber Pipe Insulation; 2012. 31. ASTM C552 - Standard Specification for Cellular Glass Thermal Insulation; 2012. 32. ASTM C553 - Standard Specification for Mineral Fiber Blanket Thermal Insulation for Commercial and Industrial Applications; 2011. 33. ASTM C564 - Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings; 2011. 34. ASTM C578 - Standard Specification for Rigid, Cellular Polystyrene Thermal Insulation; 2011 be1. 35. ASTM C610 - Standard Specification for Molded Expanded Perlite Block and Pipe Thermal Insulation; 2011. 36. ASTM C612 - Standard Specification for Mineral Fiber Block and Board Thermal Insulation; 2010. 37. ASTM C630/C630M - Standard Specification for Water-Resistant Gypsum Backing Board; 2000. 38. ASTM C635 - Standard Specification for the Manufacture, Performance, and Testing of Metal Suspension Systems for Acoustical Tile and Lay-in Panel Ceilings; 2007. 39. ASTM C645 - Standard Specification for Nonstructural Steel Framing Members; 2011 a. 40. ASTM C652 - Standard Specification for Hollow Brick(Hollow Masonry Units Made January 1, 2019 01 4219-6 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 from Clay or Shale); 2012. 41. ASTM C755 - Standard Practice for Selection of Vapor Retarders for Thermal Insulation; 2010. 42. ASTM C780 - Standard Test Method for Preconstruction and Construction Evaluation of Mortars for Plain and Reinforced Unit Masonry; 2012. 43. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2011. 44. ASTM C864 - Standard Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers; 2005 (Reapproved 2011). 45. ASTM C919 - Standard Practice for Use of Sealants in Acoustical Applications; 2012. 46. ASTM C920 - Standard Specification for Elastomeric Joint Sealants; 2011. 47. ASTM C926 - Standard Specification for Application of Portland Cement-Based Plaster; 2012a. 48. ASTM C931/C931 M - Standard Specification for Exterior Gypsum Soffit Board; 2001. 49. ASTM C954 - Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2011. 50. ASTM C979/C979M - Standard Specification for Pigments for Integrally Colored Concrete; 2010. 51. ASTM C984 - Standard Specification for Perlite Board and Rigid Cellular Polyisocyanurate Composite Roof Insulation; 1994. 52. ASTM C1013 - Standard Specification for Faced Rigid Cellular Polyisocyanurate Roof Insulation; 1994. 53. ASTM C1019 - Standard Test Method for Sampling and Testing Grout; 2011. 54. ASTM C1036 - Standard Specification for Flat Glass; 2011e1. 55. ASTM C1048 - Standard Specification for Heat-Strengthened and Fully Tempered Flat Glass; 2012. 56. ASTM C1172 - Standard Specification for Laminated Architectural Flat Glass; 2009e1. 57. ASTM C1177/C1177M - Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing; 2008. 58. ASTM C1178/C1178M - Standard Specification for Coated Glass Mat Water-Resistant Gypsum Backing Panel; 2011. 59. ASTM C1184 - Standard Specification for Structural Silicone Sealants; 2005. 60. ASTM C1186 - Standard Specification for Flat Fiber Cement Sheets; 2008. 61. ASTM C1193 - Standard Guide for Use of Joint Sealants; 2011 a. 62. ASTM C1280 - Standard Specification for Application of Gypsum Sheathing Board; 2012. 63. ASTM C1314 - Standard Test Method for Compressive Strength of Masonry Prisms; 2011 a. 64. ASTM C1357 - Standard Test Methods for Evaluating Masonry Bond Strength; 2009. 65. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2011. 66. ASTM C1503 - Standard Specification for Silvered Flat Glass Mirror; 2008. N. ASTM D Series--ASTM INTERNATIONAL 1. ASTM D16 - Standard Terminology for Paint, Related Coatings, Materials, and Applications; 2012. 2. ASTM D41 - Standard Specification for Asphalt Primer Used in Roofing, Dampproofing, and Waterproofing; 2011. 3. ASTM D226 - Standard Specification for Asphalt-Saturated Organic Felt Used in Roofing and Waterproofing; 2009. 4. ASTM D412 - Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers--Tension; 2006a. 5. ASTM D422 - Standard Test Method for Particle-Size Analysis of Soils; 1963 (Reapproved 2007). January 1, 2019 01 4219-7 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 6. ASTM D624 - Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers; 2000 (Reapproved 2012). 7. ASTM D746 - Standard Test Method for Brittleness Temperature of Plastics and Elastomers by Impact; 2007. 8. ASTM D822 - Practice for Conducting Tests on Paint and Related Coatings and Materials using Filtered Open-Flame Carbon-Arc Light and Water Exposure Apparatus; 2001 (Reapproved 2006). 9. ASTM D1056 - Standard Specification for Flexible Cellular Materials--Sponge or Expanded Rubber; 2007. 10. ASTM D1557 - Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-Ibf/ft3 (2,700 kN m/m3)); 2012. 11. ASTM D1751 - Standard Specification for Preformed Expansion Joint Filler for Concrete Paving and Structural Construction (Nonextruding and Resilient Bituminous Types); 2004 (Reapproved 2008). 12. ASTM D1752 - Standard Specification for Preformed Sponge Rubber Cork and Recycled PVC Expansion Joint Fillers for Concrete Paving and Structural Construction; 2004a (Reapproved 2008). 13. ASTM D2241 - Standard Specification for Poly (Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series); 2009. 14. ASTM D2282 - Standard Specification for Acrylonitrile-Butadiene-Styrene (ABS) Plastic Pipe (SDR-PR); 1999 (Reapproved 2005). 15. ASTM D2626/D2626M - Standard Specification for Asphalt-Saturated and Coated Organic Felt Base Sheet Used in Roofing; 2004 (Reapproved 2012). 16. ASTM D2665 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings; 2012. 17. ASTM D2922 - Standard Test Methods for Density of Soil and Soil-Aggregate in Place by Nuclear Methods (Shallow Depth); 2005. 18. ASTM D3960 - Standard Practice for Determining Volatile Organic Compound (VOC) Content of Paints and Related Coatings; 2005. 19. ASTM D5385 - Standard Test Method for Hydrostatic Pressure Resistance of Waterproofing Membranes; 1993 (Reapproved 2006). 20. ASTM D5602 - Standard Test Method for Static Puncture Resistance of Roofing Membrane Specimens; 2011. O. ASTM E Series --ASTM INTERNATIONAL 1. ASTM E72- Standard Test Methods of Conducting Strength Tests of Panels for Building Construction; 2010. 2. ASTM E84- Standard Test Method for Surface Burning Characteristics of Building Materials; 2012. 3. ASTM E96/E96M - Standard Test Methods for Water Vapor Transmission of Materials; 2010. 4. ASTM E108 - Standard Test Methods for Fire Tests of Roof Coverings; 2011. 5. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials; 2012. 6. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750 Degrees C; 2012. 7. ASTM E152 - Standard Methods of Fire Tests of Door Assemblies; 1981 a. 8. ASTM E154- Standard Test Methods for Water Vapor Retarders Used in Contact with Earth Under Concrete Slabs, on Walls, or as Ground Cover; 2008a. 9. ASTM E163- Standard Methods of Fire Tests of Wndow Assemblies; 1984. 10. ASTM E164- Standard Practice for Contact Ultrasonic Testing of Weldments; 2008. 11. ASTM E283- Standard Test Method for Determining the Rate of Air Leakage Through Exterior Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the Specimen; 2004 (Reapproved 2012). January 1, 2019 01 4219-8 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 12. ASTM E329 - Standard Specification forAgencies Engaged in Construction Inspection and/or Testing; 2011. 13. ASTM E330 - Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2002 (Reapproved 2010). 14. ASTM E447 - Standard Test Method for Compressive Strength of Laboratory Constructed Masonry Prisms; 1999. 15. ASTM E477 - Standard Test Method for Measuring Acoustical and Airflow Performance of Duct Liner Materials and Prefabricated Silencers; 2006a. 16. ASTM E488/E488M - Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements; 2010. 17. ASTM E518 - Standard Test Methods for Flexural Bond Strength of Masonry; 2010. 18. ASTM E543 - Standard Specification for Agencies Performing Nondestructive Testing; 2009. 19. ASTM E557 - Standard Guide for Architectural Design and Installation Practices for Sound Isolation between Spaces Separated by Operable Partitions; 2012. 20. ASTM E580/E580M - Standard Practice for Installation of Ceiling Suspension Systems for Acoustical Tile and Lay-in Panels in Areas Subject to Earthquake Ground Motions; 2011. 21. ASTM E605- Standard Test Methods for Thickness and Density of Sprayed Fire- Resistive Material (SFRM)Applied to Structural Members; 1993 (Reapproved 2011). 22. ASTM E709 - Standard Guide for Magnetic Particle Testing; 2008. 23. ASTM E736- Standard Test Method for Cohesion/Adhesion of Sprayed Fire-Resistive Materials Applied to Structural Members; 2000 (Reapproved 2011). 24. ASTM E759- Standard Test Method for Effect of Deflection on Sprayed Fire-Resistive Material Applied to Structural Members; 1992 (Reapproved 2011). 25. ASTM E760- Standard Test Method for Effect of Impact on Bonding of Sprayed Fire- Resistive Material Applied to Structural Members; 1992 (Reapproved 2011). 26. ASTM E761 - Standard Test Method for Compressive Strength of Sprayed Fire- Resistive Material Applied to Structural Members; 1992 (Reapproved 2011). 27. ASTM E783- Standard Test Method for Field Measurement of Air Leakage Through Installed Exterior Windows and Doors; 2002 (Reapproved 2010). 28. ASTM E814 - Standard Test Method for Fire Tests of Through-Penetration Fire Stops; 2011 a. 29. ASTM E1105 - Standard Test Method for Field Determination of Water Penetration of Installed Exterior Windows, Skylights, Doors, and Curtain Walls, by Uniform or Cyclic Static Air Pressure Difference; 2000 (Reapproved 2008) 30. ASTM E1155 - Standard Test Method for Determining F(F) Floor Flatness and F(L) Floor Levelness Numbers; 1996 (Reapproved 2008). 31. ASTM E1264 - Standard Classification for Acoustical Ceiling Products; 2008e1. P. ASTM F Series --ASTM INTERNATIONAL 1. ASTM F405 - Standard Specification for Corrugated Polyethylene (PE) Pipe and Fittings; 2005. 2. ASTM F436 - Standard Specification for Hardened Steel Washers; 2011. 3. ASTM F437 - Standard Specification for Threaded Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80; 2009. 4. ASTM F438 - Standard Specification for Socket-Type Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 40; 2009. 5. ASTM F439 - Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe Fittings, Schedule 80; 2011. 6. ASTM F441/F441 M - Standard Specification for Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Pipe, Schedules 40 and 80; 2009. 7. ASTM F493 - Standard Specification for Solvent Cements for Chlorinated Poly (Vinyl January 1, 2019 01 4219-9 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 Chloride) (CPVC) Plastic Pipe and Fittings; 2010. 8. ASTM F593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs; 2002 (Reapproved 2008). 9. ASTM F594 - Standard Specification for Stainless Steel Nuts; 2009e1. 10. ASTM F710 - Standard Practice for Preparing Concrete Floors to Receive Resilient Flooring; 2011. 11. ASTM F793 - Standard Classification of Wall Covering by Use Characteristics; 2010a. 12. ASTM F1344 - Standard Specification for Rubber Floor Tile; 2012. 13. ASTM F1861 - Standard Specification for Resilient Wall Base; 2008. 14. ASTM F2034 - Standard Specification for Sheet Linoleum Floor Covering; 2008. 15. ASTM F2195 - Standard Specification for Linoleum Floor Tile; 2007. Q. AWI --ARCHITECTURAL WOODWORK INSTITUTE 1. AWI/AWMAC (QSI) -Architectural Woodwork Quality Standards Illustrated; Architectural Woodwork Institute and Architectural Woodwork Manufacturers Association of Canada; 2005, 8th Ed., Version 2.0. 2. AWI P-201 -Architectural Casework; 1989. 3. AWI P-206 - Guide to Wood Species; 1977. R. AWPA--AMERICAN WOOD-PRESERVERS'ASSOCIATION 1. AWPA C2- Lumber, Timber, Bridge Ties and Mine Ties-- Preservative Treatment by Pressure Processes; 2003. 2. AWPA C9- Plywood -- Preservative Treatment by Pressure Processes; 2003. 3. AWPA C20 - Structural Lumber-- Fire-Retardant Treatment by Pressure Processes; 2003. 4. AWPA C27 - Plywood -- Fire-Retardant Treatment by Pressure Processes; 2002. 5. AWPA U1 - Use Category System: User Specification for Treated Wood; 2010.+ S. AWS --AMERICAN WELDING SOCIETY 1. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination; 2012. 2. AWS A5.8/A5.8M - Specification for Filler Metals for Brazing and Braze Welding; 2011 and errata. 3. AWS B2.1 - Specification for Welding Procedure and Performance Qualification; 2009. 4. AWS D1.1/D1.1 M - Structural Welding Code - Steel; 2010. 5. AWS D1.3 - Structural Welding Code - Sheet Steel; 2008. 6. AWS D1.4/D1.4M - Structural Welding Code - Reinforcing Steel; 2011. 7. AWS D1.6/D1.6M - Structural Welding Code - Stainless Steel; 2007. 8. AWS D9.1 M/D9.1 - Sheet Metal Welding Code; 2012. 9. AWS D10.9- Specification for Qualification of Welding Procedures and Welders for Piping and Tubing; 1980. T. AWWA--AMERICAN WATER WORKS ASSOCIATION 1. AVWVA C110/A21.10 -American National Standard for Ductile-Iron and Gray-Iron Fittings, 3 In. Through 48 In. (75 mm Through 1200 mm), for Water and Other Liquids; 2012 (ANSI/AVWVA C110). 2. AWWA C111/A21.11 - Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings; 2007 (ANSI/AWWA C111/A21.11). 3. AVWVA C506- Backflow Prevention Devices- Reduced Pressure Principle and Double Check Valve Types; 4. AWWA C651 - Disinfecting Water Mains; 2005 (ANSI/AWWA C651). U. BHMA-- BUILDERS HARDWARE MANUFACTURERS ASSOCIATION 1. BHMA A156.9 -American National Standard for Cabinet Hardware; 2010 (ANSI/BHMA January 1, 2019 01 4219-10 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 A156.9). 2. BHMA A156.18 -American National Standard for Materials and Finishes; 2006 (ANSI/BHMA A156.18). V. BOMA- Building Owners and Managers Association: 1. BOMA Z65.1 - Standard Method for Measuring Floor Area in Office Buildings; 2010 (ANSI/BOMA Z65.1). W.CDA-- COPPER DEVELOPMENT ASSOCIATION, INC. 1. CDA 113/5 - Standards Handbook, Part 2 -Alloy Data; 1985. 2. CDA A4050 - Copper in Architecture - Handbook; current edition. 3. CDA 404/0-R- Copper Brass Bronze Product Handbook- Copper Tube for Plumbing, Heating, Air Conditioning and Refrigeration; 1980. AB. CISPI -- CAST IRON SOIL PIPE INSTITUTE 1. CISPI 301 - Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste and Vent Piping Applications; 2009. 2. CISPI 310 - Specification for Coupling for Use in Connection with Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications; 2011. AD. CRSI -- CONCRETE REINFORCING STEEL INSTITUTE 1. CRSI (DA1) - CRSI Design Handbook; 2008. 2. CRSI (DA4) - Manual of Standard Practice; 2009. 3. CRSI (P1) - Placing Reinforcing Bars; Eighth Edition. AE. DASMA-- DOOR&ACCESS SYSTEMS MANUFACTURERS'ASSOCIATION, INTERNATIONAL 1. DASMA 102 -American National Standard Specifications for Sectional Overhead Type Doors; 2004 (ANSI/DASMA 102). AF. DHI -- DOOR AND HARDWARE INSTITUTE 1. DHI (LOCS) - Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames; 2004. 2. DHI WDHS.3 - Recommended Locations for Architectural Hardware for Flush Wood Doors; 1993; also in WDHS-1/WDHS-5 Series, 1996. 3. EIA- ELECTRONIC INDUSTRIES ASSOCIATION a. EIA-310 - Cabinets, Racks, Panels, and Associated Equipment; Revision D, 1992. AG. FM -- FACTORY MUTUAL RESEARCH CORPORATION 1. FM DS 1-28 -Wnd Design; 2007. 2. FM P7825 -Approval Guide; current edition. AH. GA-- GYPSUM ASSOCIATION 1. GA-201 - Using Gypsum Board for Walls & Ceilings; 1990. 2. GA 203 - Installation of Screw-Type Steel Framing Members to Receive Gypsum Board; 3. GA-214- Recommended Levels of Gypsum Board Finish; 2010. 4. GA-216-Application and Finishing of Gypsum Board; 2010. 5. GA-226-Application of Gypsum Board to Form Curved Surfaces; Gypsum Association; 2008. 6. GA 252 - Fire Resistant Gypsum Sheathing; 1986. 7. GA 505 - Gypsum Board Terminology; 1991. 8. GA-600 - Fire Resistance Design Manual; 2009. January 1, 2019 01 4219-11 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 AI. GANA-- GLASS ASSOCIATION OF NORTH AMERICA 1. GANA (GM) - GANA Glazing Manual; 2009. 2. GANA (SM) - GANA Sealant Manual; 2008. 3. GANA (LGDG) - Laminated Glazing Reference Manual; 2009. AJ. GREENSEAL-- GREEN SEAL, INC. 1. GreenSeal GS-11 -Architectural Paints; 1993. 2. GreenSeal GS-36- Commercial Adhesives; 2011. AK. HPVA-- HARDWOOD PLYWOOD VENEER ASSOCIATION 1. HPVA HP-1 -American National Standard for Hardwood and Decorative Plywood; 2009 (ANSI/HPVA HP-1). AL. ICC - INTERNATIONAL CODE COUNCIL, INC. 1. ANSI/ICC A117.1 -American National Standard for Accessible and Usable Buildings and Facilities; 2009. 2. ICC (IBC) - International Building Code 2009. 3. ICC (IEC) - International Electrical Code Administrative Provisions 2009. 4. ICC (IECC) - International Energy Conservation Code 2009. 5. ICC (IFC) - International Fire Code 2009. 6. ICC (IFGC) - International Fuel Gas Code 2009. 7. ICC (IMC) - International Mechanical Code 2009. 8. ICC (IPC) - International Plumbing Code 2009. 9. ICGES - ICC EVALUATION SERVICE, INC. 10. IEEE-- INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS AM. IESNA-- ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA AN. MPI - MASTER PAINTERS INSTITUTE (MASTER PAINTERS AND DECORATORS ASSOCIATION) 1. MPI (APL) - Master Painters Institute Approved Products List; Master Painters and Decorators Association; current edition, www.paintinfo.com. 2. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; 2004. AO. NAAMM -- THE NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS 1. NAAMM FP 1001 - Guide Specifications for Design Loads of Metal Flagpoles; 2007. 2. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal Doors and Frames; 2007. 3. NAAMM AMP 500-06- Metal Finishes Manual; 2006. 4. NAAMM AMP 510 - Metal Stairs Manual; 1992, Fifth Edition. 5. NAAMM MBG 531 - Metal Bar Grating Manual; 2009 (ANSI/NAAMM MBG 531). 6. NAAMM MBG 531 S- Guide Specification for Stainless Steel Grating; Supplement to Metal BarGrating Manual, NAAMM MBG 531-88; 1989. 7. NAAMM MBG 532- Heavy Duty Metal Bar Grating Manual; 2009 (ANSI/NAAMM MBG 532). 8. NAAMM (MFPM) - Metal Flagpole Manual; 1980. 9. NAAMM ML/SFA 920 - Guide Specifications for Metal Lathing and Furring; 2009. AP. NEBB -- NATIONAL ENVIRONMENTAL BALANCING BUREAU 1. NEBB (TAB) - Procedural Standards for Testing Adjusting Balancing of Environmental Systems; 2005, Seventh Edition. January 1, 2019 01 4219-12 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 AQ. NECA-- NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION AR. NEII -- NATIONAL ELEVATOR INDUSTRY, INC. 1. NEII (HC) - Minimum Passenger Elevator Requirements for the Handicapped; 1985. AS. NEMA-- NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION AT. NFPA-- NATIONAL FIRE PROTECTION ASSOCIATION 1. NFPA 10 - Standard for Portable Fire Extinguishers; 2010. 2. NFPA 13 - Standard for the Installation of Sprinkler Systems; 2013. 3. NFPA 14 - Standard for the Installation of Standpipe and Hose Systems; 2010. 4. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. 5. NFPA 72 - National Fire Alarm and Signaling Code; 2013. 6. NFPA 80 - Standard for Fire Doors and Other Opening Protectives; 2013. 7. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2009. 8. NFPA 252 - Standard Methods of Fire Tests of Door Assemblies; 2012. AU. NFRC -- NATIONAL FENESTRATION RATING COUNCIL, INC. 1. NFRC 100 - Procedures for Determining Fenestration Product U-factors; 2010. AV. NIOSH -- NATIONAL INSTITUTE FOR OCCUPATIONAL SAFETY AND HEALTH AW. NRCA-- NATIONAL ROOFING CONTRACTORS ASSOCIATION 1. NRCA ML104 - The NRCA Roofing and Waterproofing Manual; Fifth Edition, with interim updates. 2. NRCA MS108 -The NRCA Waterproofing and Dampproofing Manual; Third Edition. AX. PCA-- PORTLAND CEMENT ASSOCIATION 1. PCA EB049 - Portland Cement Plaster/Stucco Manual; 2003. AY. PCI -- PRECAST/PRESTRESSED CONCRETE INSTITUTE 1. PCI MNL-116- Manual for Quality Control for Plants and Production of Structural Precast Concrete Products; 1999, Fourth Edition. 2. PCI MNL-117- Manual for Quality Control for Plants and Production of Architectural Precast Concrete Products; 2007. 3. PCI MNL-122-Architectural Precast Concrete; 2007, Third Edition. 4. PCI MNL-135 -Tolerance Manual for Precast and Prestressed Concrete Construction; 2000. AZ. PDCA-- PAINTING AND DECORATING CONTRACTORS OF AMERICA 1. PDCA (MAN) -Architectural Specification Manual; 1986. BA. SDI -- STEEL DOOR INSTITUTE 1. SDI 100 - Recommended Specifications Standard Steel Doors and Frames; 1991 (ANSI/SDI 100). 2. SDI 105- Recommended Erection Instructions for Steel Frames; 1998. 3. SDI 107 - Hardware on Steel Doors (Reinforcement--Application); 1984. 4. SDI 111 - Recommended Standard Details for Steel Doors & Frames; 2009. 5. SDI 114- Test Procedure and Acceptance Criteria for Acoustical Performance for Steel Door and Frame Assemblies; 1979. BB. SDI -- STEEL DECK INSTITUTE, INC. January 1, 2019 01 4219-13 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 1. SDI (DM) - Publication No.30, Design Manual for Composite Decks, Form Decks, and Roof Decks; 2007. BC. SMACNA-- SHEET METAL AND AIR CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION, INC. 1. SMACNA (ASMM) -Architectural Sheet Metal Manual; 2003. 2. SMACNA (DCS) - HVAC Duct Construction Standards; 2005. a. SPRI RP-4 -Wind Design Standard for Ballasted Single-Ply Roofing Systems; 2008 (ANSI/SPRI RP-4). b. SMACNA (LEAK) - HVAC Air Duct Leakage Test Manual; 2012, 2nd Edition. c. SMACNA (TAB) - HVAC Systems Testing, Adjusting, and Balancing; 2002. d. SMACNA (OCC) - IAQ Guideline for Occupied Buildings Under Construction; 2007. e. SMACNA (RIDC) - Rectangular Industrial Duct Construction Standards; 2004. f. SMACNA (ROUND) - Round Industrial Duct Construction Standards; 1999. BD. SSPC --THE SOCIETY FOR PROTECTIVE COATINGS 1. SSPC (PM1) - Good Painting Practice: SSPC Painting Manual, Vol. 1; Fourth Edition. 2. SSPC-Paint 5 -Zinc Dust, Zinc Oxide, and Phenolic Varnish Paint; 1982 (Ed. 2000). 3. SSPC-Paint 12 - Cold-Applied Asphalt Mastic(Extra Thick Film); 1982 (Ed. 2000). 4. SSPC-Paint 13 - Red or Brown One-Coat Shop Paint; 5. SSPC-Paint 20- Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); 2002 (Ed. 2004). 6. SSPC-Paint 25 - Red Iron Oxide, Zinc Oxide, Raw Linseed Oil and Alkyd Primer; 1991 (Part of Steel Structures Painting Manual, Vol. Two). 7. SSPC-Paint 25BCS-Zinc Oxide, Alkyd, Linseed Oil Primer for Use Over Blast Cleaned Steel; 1997 (Ed. 2004). 8. SSPC-PA 2 - Procedure for Determining Conformance to Dry Coating Thickness Requirements; 2012. 9. SSPC-SP 1 - Solvent Cleaning; 1982 (Ed. 2004). 10. SSPC-SP 2- Hand Tool Cleaning; 1982 (Ed. 2004). 11. SSPC-SP 3- Power Tool Cleaning; 1982 (Ed. 2004). 12. SSPC-SP 5- White Metal Blast Cleaning; 2007. 13. SSPC-SP 6- Commercial Blast Cleaning; 2007. 14. SSPC-SP 7- Brush-Off Blast Cleaning; 2007. 15. SSPC-SP 10 - Near-White Blast Cleaning; 2000 (Ed. 2007). 16. SSPC-SP 11 - Power Tool Cleaning to Bare Metal; 1987 (Ed. 2004). BE. TCNA-- TILE COUNCIL OF NORTH AMERICA, INC. 1. TCNA (HB) - Handbook for Ceramic Tile Installation; 2012. BF. UL-- UNDERWRITERS LABORATORIES INC. 1. UL (BMD) - Building Materials Directory; current edition. 2. UL (ECMD) - Electrical Construction Materials Directory; current edition. 3. UL (FRD) - Fire Resistance Directory; current edition. 4. UL (RMSD) - Roofing Materials and Systems Directory; current edition. 5. UL 10B- Standard for Fire Tests of Door Assemblies; Current Edition, Including All Revisions. 6. UL 580- Standard for Tests for Uplift Resistance of Roof Assemblies; Current Edition, Including All Revisions. 7. USGBC-- U. S. GREEN BUILDING COUNCIL a. USGBC LEED-NC - LEED Green Building Rating System for New Construction and Major Renovations; Version 3; 2009. BG. WDMA-- WINDOW AND DOOR MANUFACTURERS ASSOCIATION (formerly NWWDA) January 1, 2019 01 4219-14 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 1. WDMA I.S.1-A-Architectural Wood Flush Doors; 2011. 2. NWWDA I.S.1.6 -Testing and Inspection Requirements for Wood Flush Doors; 1987. BH. WRCLA-WESTERN RED CEDAR LUMBER ASSOCIATION 1. WRCLA (PS) - Product Standards; current edition. 2. WWPA-- WESTERN WOOD PRODUCTS ASSOCIATION a. WWPA G-5 -Western Lumber Grading Rules; 2011. BI. CFR-- CODE OF FEDERAL REGULATIONS 1. 28 CFR 36 - Nondiscrimination by Public Accommodations and in Commercial Facilities; Final Rule; Department of Justice; current edition. 2. 29 CFR 1910 - Occupational Safety and Health Standards; current edition. 3. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition. (for construction work) 4. 36 CFR 1191 -Americans with Disabilities Act Accessibility Guidelines for Buildings and Facilities; Final Rule; current edition; (ADAAG -Americans with Disabilities Act, Accessibility Guidelines). 5. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition. BJ. EPA- ENVIRONMENTAL PROTECTION AGENCY 1. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction General Permit; Current Edition. BK. FEMA- U.S. FEDERAL EMERGENCY MANAGEMENT AGENCY BL. FS -- FEDERAL SPECIFICATIONS AND STANDARDS (General Services Administration) BM. GSA- U.S. GENERAL SERVICES ADMINISTRATION 1. GSA PBS-P100 - Facilities Standards for the Public Buildings Service; General Services Administration; 2005. BN. PS - PRODUCT STANDARDS 1. PS 1 - Structural Plywood; 2009. 2. PS 20 -American Softwood Lumber Standard; 2005. BO. LOCAL AGENCIES 1. WABO- Washington Association of Building Officials 2. WAC -- State of Washington Administrative Code a. Washington State supplements and amendments to the International Building Code; WAC 51-50, WAC 51-51, WAC 51-52, WAC 51-52, WAC 51-54, WAC 51-56, 51-57. b. Washington State Energy Code; WAC 51-11 c. Washington State Ventilation and Indoor Air Quality Code. 3. APWA-Washington State Chapter of the American Public Works Association a. WSDOT/APWA; Standard Specifications for Road, Bridge, and Municipal Construction (referred to in specification sections as "WSDOT Standard Specifications") b. WSDOT/APWA; Standard Plans for Road, Bridge, and Municipal Construction (referred to in specification sections as "WSDOT Standard Plans") 4. WSDOT- Washington State Department of Transportation a. WSDOT/APWA; Standard Specifications for Road, Bridge, and Municipal Construction (referred to in specification sections as "WSDOT Standard Specifications") b. WSDOT/APWA; Standard Plans for Road, Bridge, and Municipal Construction January 1, 2019 01 4219-15 General Construction for RCH Elevator Modernization 01 4219 City of Renton REFERENCE STANDARDS CAG 18-216 (referred to in specification sections as "WSDOT Standard Plans") 5. WISHA-Washington Industrial Safety and Health Act 6. DOSH -- Division of Occupational Safety and Health 7. City of Renton, Washington a. City of Renton Municipal Code. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION (NOT USED) END OF SECTION 01 4219 January 1, 2019 01 4219-16 General Construction for RCH Elevator Modernization 01 5000 City of Renton TEMPORARY FACILITIES AND CAG 18-216 CONTROLS SECTION 01 5000 TEMPORARY FACILITIES AND CONTROLS PART 1 —GENERAL 1.01 SECTION INCLUDES A. Temporary utilities. B. Temporary telecommunications services. C. Temporary sanitary facilities. D. Temporary Controls: barriers, enclosures, fencing, etc. E. Security requirements. F. Vehicular access and parking. G. Waste removal facilities and services. H. Field offices. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplemental Conditions and Division 1 specification sections, apply to this section. 1.03 TEMPORARY UTILITIES A. General: Cost or use charges for temporary facilities shall be included in the Contract Sum. Allow other entities to use temporary services and facilities without cost, including but not limited to, Owner's construction forces, Architect, consultants, occupants of the project, testing agencies and authorities having jurisdiction. B. All costs associated with preparing utilities for use is the sole responsibility of the Contractor. C. Usage costs for power will be supplied by Owner. All other temporary site utilities will be provided the Contractor. 1.04 TELECOMMUNICATIONS SERVICES A. Provide, maintain, and pay for telecommunications services to field representative at time of project mobilization. 1.05 TEMPORARY SANITARY FACILITIES A. Contractor may use Owner bathroom facilities. B. Maintain any used facilities in clean and sanitary condition. 1.06 BARRIERS A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to January 1, 2019 01 5000-1 General Construction for RCH Elevator Modernization 01 5000 City of Renton TEMPORARY FACILITIES AND CAG 18-216 CONTROLS areas that could be hazardous to workers or the public and to protect existing facilities and adjacent properties from damage from construction operations and demolition. B. Provide moveable barriers in front of all open hoistway doors. C. Protect stored materials from damage. 1.07 FENCING A. Laydown and Staging: Commercial grade chain link fence. No orange roll-up type fencing is allowed. 1.08 EXTERIOR ENCLOSURES A. Provide temporary insulated weather tight closure of exterior openings to accommodate acceptable working conditions and protection for Products, to allow for temporary heating and maintenance of required ambient temperatures identified in individual specification sections, and to prevent entry of unauthorized persons. Provide access doors with self- closing hardware and locks. B. Owner reserves the right to have project materials stored in enclosed, conditioned space. 1.09 CONSTRUCTION AIDS A. Furnish, install, and maintain for the duration of construction all required scaffolding, lifts, tarpaulins, barricades, canopies, warning signs, steps, bridges, platforms and other temporary construction necessary for proper completion of the work. Maintain in compliance with all pertinent safety and other regulations. 1.10 SECURITY A. Provide security and facilities to protect Work, and Owner's operations from unauthorized entry, vandalism, or theft. B. All onsite contractors will need to pass no-cost background check. 1.11 VEHICULAR ACCESS AND PARKING A. Comply with regulations relating to use of streets and sidewalks, access to emergency facilities, and access for emergency vehicles. B. Provide and maintain access to fire hydrants, free of obstructions. C. Provide means of removing mud from vehicle wheels before entering pedestrian walkways, driveways, parking areas and city streets. D. Comply with City traffic and parking regulations. E. Delivery and Storage: Conduct operations in such a manner as to avoid unnecessary interference to existing pedestrian and vehicle traffic. Minimize heavy vehicle traffic to and from site during peak traffic hours (7-9 a.m. and 3-6 p.m.). Do not park vehicles in traffic lanes. Provide flag persons, and traffic control signs and devices as required. Notify Owner in advance of any unusually long or large deliveries. Storage of materials adjacent to the Project site outside of the construction fence is not permitted unless authorized by Owner. January 1, 2019 01 5000-2 General Construction for RCH Elevator Modernization 01 5000 City of Renton TEMPORARY FACILITIES AND CAG 18-216 CONTROLS F. Owner shall provide at least (2) covered parking spaces in Renton City Hall parking garage for contractor storage/laydown. Contractor shall be responsible for fencing and security of these spaces. G. Owner shall provide at least (2) uncovered parking spaces for contractor vehicle parking in lots adjacent to Renton City Hall. H. Traffic Control: Provide and implement a traffic control plan for all work located in street. Include temporary barriers, signs, flaggers, etc. Comply with all requirements of the City of Renton forwork in the Right-of-Way. 1.12 WASTE REMOVAL A. Provide waste removal facilities and services as required to maintain the site in clean and orderly condition. B. Provide containers with lids. Remove trash from site on a regular basis as needed. C. If materials to be recycled or re-used on the project must be stored on-site, provide suitable non-combustible containers; locate containers holding flammable material outside the structure unless otherwise approved by the authorities having jurisdiction. D. Open free-fall chutes are not permitted. Terminate closed chutes into appropriate containers with lids. 1.13 PROJECT IDENTIFICATION A. Provide project identification sign of design and construction per Section 01 5813 1.14 FIELD OFFICE(S) A. Provide signage directing all construction related deliveries and visitors to the field office(s) 1.15 EQUIPMENT A. Fire Extinguishers: Portable, UL-rated, with extinguishing agent as required by locations and classes of fire exposure. 1.16 REMOVAL OF UTILITIES, FACILITIES,AND CONTROLS A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial Completion inspection. B. Clean and repair damage caused by installation or use of temporary work. C. Restore existing facilities used during construction to original condition. D. Restore new permanent facilities used during construction to like new condition. 1.17 QUALITY ASSURANCE A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction, including but not limited to: 1. Building code requirements January 1, 2019 01 5000-3 General Construction for RCH Elevator Modernization 01 5000 City of Renton TEMPORARY FACILITIES AND CAG 18-216 CONTROLS 2. Health and safety regulations 3. Utility company regulations 4. Police, Fire department and rescue squad rules 5. Environmental protection regulations B. Standards: 1. General: Comply with the following: a. NFPA Code 241, "Building Construction and Demolition Operations". b. ANSI-A10 Series standards for"Safety Requirements for Construction and Demolition". c. NECA Electrical Design Library "Temporary Electrical Facilities". 2. Recommendations: Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services" prepared jointly by AGC and ASC for industry recommendations. 3. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electrical service. Install service in compliance with NEC (NFPA 70). C. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. 1.18 PROJECT CONDITIONS A. Conditions of Use: 1. Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. 2. Take necessary fire prevention measures. 3. Do not overload facilities or permit them to interfere with Owner's operations. 4. Do not allow hazardous, dangerous, or unsanitary conditions or public nuisances to develop or persist on the site. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION (NOT USED) END OF SECTION 01 5000 January 1, 2019 01 5000-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 5813 City of Renton TEMPORARY PROJECT SIGNAGE CAG 18-216 SECTION 01 5813 TEMPORARY PROJECT SIGNAGE PART 1 —GENERAL 1.01 SECTION INCLUDES A. Project identification sign. B. Project informational signs. 1.02 QUALITY ASSURANCE A. Finishes, Printing: Adequate to withstand weathering, fading, and chipping for duration of construction. 1.03 SUBMITTALS A. See Section 01 3000 -Administrative Requirements for submittal procedures. PART 2— PRODUCTS 2.01 SIGN MATERIALS A. Sign Surfaces: Laminate or plastic. B. Printing: Color printing, sanserif lettering. 2.02 PROJECT IDENTIFICATION SIGN A. One printed sign between all hoistway openings in all elevator lobbies. B. Content: 1. Project number, title, logo and name of Owner as indicated on Contract Documents. 2. Name of Architectural Firm 3. Name of Prime Contractor. 2.03 PROJECT INFORMATIONAL SIGNS A. Include with Project Identification sign above. B. Include list of all on site contractors, Owner representatives, and design team members with phone numbers for all. List to be prominently posted in elevator machine room. PART 3— EXECUTION 3.01 INSTALLATION A. Install project identification signs one week ahead of anticipated mobilization. 3.02 REMOVAL A. Remove signs, framing, and supports at completion of Project and restore the area to original condittion. END OF SECTION 01 5813 January 1, 2019 01 5813-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 6000 City of Renton PRODUCT REQUIREMENTS CAG 18-216 SECTION 01 6000 PRODUCT REQUIREMENTS PART 1 —GENERAL 1.01 SECTION INCLUDES A. General product requirements. B. Transportation, handling, storage and protection. C. Product option requirements. D. Substitution limitations and procedures. E. Procedures for Owner-supplied products. F. Maintenance materials, including extra materials, spare parts, tools, and software. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplemental Conditions and Division 1 specification sections, apply to this section. B. Section 01 4000- Quality Requirements: Product quality monitoring. C. Section 01 7419- Construction Waste Management and Disposal: Waste disposal requirements potentially affecting packaging and substitutions. PART 2— PRODUCTS 2.01 NEW PRODUCTS A. Provide new products unless specifically required or permitted by the Contract Documents. B. Do not use products having any of the following characteristics: 1. Made using or containing CFCs or HCFCs. 2. Made of wood from newly cut old growth timber. C. Where all other criteria are met, Contractor shall give preference to products that: 1. Are extracted, harvested, and/or manufactured closer to the location of the project. 2. Have longer documented life span under normal use. 3. Result in less construction waste. 4. Are made of vegetable materials that are rapidly renewable. D. Urea-Formaldehyde Prohibition: 1. Overall Project Requirement: Provide composite wood and agrifiber products having no added urea-formaldehyde resins. a. Require each installer to certify compliance and submit product data showing product content. 2. Specific Product Categories: Comply with limitations specified elsewhere. E. Adhesives and Joint Sealants: 1. Provide only products having lower volatile organic compound (VOC) content than required by South Coast Air Quality Management District Rule No.1168. January 1, 2019 01 6000-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 6000 City of Renton PRODUCT REQUIREMENTS CAG 18-216 a. Require each installer to certify compliance and submit product data showing product content. 2. Specific Product Categories: Comply with limitations specified elsewhere. F. Aerosol Adhesives: 1. Provide only products having lower volatile organic compound (VOC) content than required by GreenSeal GS-36. a. This provision is applicable to LEED Credit EQ 4.1; submit LEED Prohibited Content Installer Certification Forms. 2.02 PRODUCT OPTIONS A. Products Specified by Reference Standards or by Description Only: Use any product meeting those standards or description. B. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions: Submit a request for substitution for any manufacturer not named. 2.03 MAINTENANCE MATERIALS A. Furnish extra materials, spare parts, tools, and software of types and in quantities specified in individual specification sections. B. Deliver and place in location as directed; obtain receipt prior to final payment. PART 3— EXECUTION 3.01 SUBSTITUTION PROCEDURES A. Prior to Bid: Submit requests for substitutions for receipt by Architect no later than 7 calendar days prior to the bid due date. B. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. C. A request for substitution constitutes a representation that the submitter: 1. Has investigated proposed product and determined that it meets or exceeds the quality level of the specified product. 2. Will provide the same warranty for the substitution as for the specified product. 3. Will coordinate installation and make changes to other Work that may be required for the Work to be complete with no additional cost to Owner. 4. Waives claims for additional costs or time extension that may subsequently become apparent. D. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals, without separate written request, or when acceptance will require revision to the Contract Documents. E. Substitution Submittal Procedure: 1. Submit each request with form provided at end of this section. Substitution requests submitted without provided form will not be considered. 2. Submit requests by mail or email. Email requests will be in PDF format. Facsimile (Faxed) Substitution requests will not be considered. 3. Submit One (1) copy of request for substitution for consideration. Limit each request to January 1, 2019 01 6000-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 6000 City of Renton PRODUCT REQUIREMENTS CAG 18-216 one proposed substitution. 4. Submit shop drawings, product data, and certified test results attesting to the proposed product equivalence. Burden of proof is on proposer. 5. Provide samples when needed to convey equivalence or upon Architects request. 6. Acceptance will be acknowledged through Addendum only. F. After Contract Award: Requests for substitutions submitted after the Bid Period will not be considered except when One (1) of the following conditions exists: 1. Unavailability: A product is unavailable through no fault of the General Contractor. 2. Regulatory Requirements: Final code interpretations, regulatory requirements, safety requirements, or insurance requirements necessitate a change due to inability of the specified item to meet conformance. 3. Warranty: Manufacturer or fabricator cannot certify or warrant required performance of specified item. 4. Owner Benefit: The substitution offers significant benefit in cost-savings, quality enhancement, operations and maintenance or other beneficial considerations. G. After Contract Award: Submit requests for substitution in quantities identified for submittals in Section 01 3000. H. Redesign and coordination: In submitting a request for substitution approval, the Contractor represents that it has investigated the proposed product and, in its opinion, it is equal or equivalent in all respects to that specified. If bidding a product identified as an approved substitution, the Contractor agrees to coordinate all trades including changes as may be required. It further agrees to waive all claims for additional costs which subsequently become apparent as a consequence of the substitution and that it will bear all costs related, including costs of A/E's services for redesign if deemed necessary. I. Substitutions will not be considered if they are indicated or implied on Shop Drawings or other project data submittals without proper Notice indicated on attached substitution form provided. 3.02 OWNER-SUPPLIED PRODUCTS A. See Section 01 1000 - Summary for identification of Owner-supplied products. B. Owner's Responsibilities: 1. Arrange for and deliver Owner reviewed shop drawings, product data, and samples, to Contractor. 2. Arrange and pay for product delivery to site. 3. On delivery, inspect products jointly with Contractor. 4. Submit claims for transportation damage and replace damaged, defective, or deficient items. 5. Arrange for manufacturers'warranties, inspections, and service. C. Contractor's Responsibilities: 1. Review Owner reviewed shop drawings, product data, and samples. 2. Receive and unload products at site; inspect for completeness or damage jointly with Owner. 3. Handle, store, install and finish products. 4. Repair or replace items damaged after receipt. 3.03 TRANSPORTATION AND HANDLING January 1, 2019 01 6000-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 6000 City of Renton PRODUCT REQUIREMENTS CAG 18-216 A. Coordinate schedule of product delivery to designated prepared areas in order to minimize site storage time and potential damage to stored materials. B. Transport and handle products in accordance with manufacturer's instructions. C. Transport materials in covered trucks to prevent contamination of product and littering of surrounding areas. D. Promptly inspect shipments to ensure that products comply with requirements, quantities are correct, and products are undamaged. E. Provide equipment and personnel to handle products by methods to prevent soiling, disfigurement, or damage. F. Arrange for the return of packing materials, such as wood pallets, where economically feasible. 3.04 STORAGE AND PROTECTION A. Designate receiving/storage areas for incoming products so that they are delivered according to installation schedule and placed convenient to work area in order to minimize waste due to excessive materials handling and misapplication. B. Store and protect products in accordance with manufacturers' instructions. C. Store with seals and labels intact and legible. D. Store sensitive products in weather tight, climate controlled, enclosures in an environment favorable to product. E. For exterior storage of fabricated products, place on sloped supports above ground. F. Cover products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of products. G. Prevent contact with material that may cause corrosion, discoloration, or staining. H. Provide equipment and personnel to store products by methods to prevent soiling, disfigurement, or damage. I. Arrange storage of products to permit access for inspection. Periodically inspect to verify products are undamaged and are maintained in acceptable condition. END OF SECTION 01 6000 (FORM ATTACHED) January 1, 2019 01 6000-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 6000 City of Renton PRODUCT REQUIREMENTS CAG 18-216 SUBSTITUTION REQUEST FORM TO: S.M. STEMPER ARCHITECTS, PLLC ATTN: Thomas Horton 4000 Delridge Way SW, Suite 200 Seattle, WA 98106 PROJECT NAME: General Construction for RCH Elevator Modernization — Phase 2 PROPOSER: WE HEREBY SUBMIT FOR CONSIDERATION, THE FOLLOWING PRODUCT INSTEAD OF THE SPECIFIED ITEM FOR ABOVE PROJECT: SECTION PARAGRAPH SPECIFIED ITEM PROPOSED SUBSTITUTION: ATTACH COMPLETE DIMENSIONAL INFORMATION AND TECHNICAL DATA, INCLUDING LABORATORY TESTS, IF APPLICABLE. INCLUDE COMPLETE INFORMATION ON CHANGES TO DRAWINGS AND SPECIFICATIONS WHICH PROPOSED SUBSTITUTION WILL REQUIRE FOR ITS PROPER INSTALLATION. SUBMIT WITH REQUEST ALL NECESSARY SAMPLES AND SUBSTANTIATING DATA TO PROVIDE EQUAL QUALITY, PERFORMANCE, AND APPEARANCE TO THAT SPECIFIED. CLEARLY MARK MANUFACTURER'S LITERATURE TO INDICATE EQUALITY OR EQUIVALENCE IN PERFORMANCE. INDICATE DIFFERENCES IN QUALITY OF MATERIALS AND CONSTRUCTION. FILL IN BLANKS BELOW: A. DOES THE SUBSTITUTION AFFECT DIMENSIONS SHOWN ON DRAWINGS: No Yes If yes, clearly indicate changes: B. WILL THE UNDERSIGNED PAY FOR CHANGES TO THE BUILDING DESIGN, INCLUDING ENGINEERING AND DETAILING COSTS CAUSED BY THE REQUESTED SUBSTITUTION? C. WHAT EFFECT DOES SUBSTITUTION HAVE ON OTHER TRADES, OTHER CONTRACTS, AND CONTRACT COMPLETION DATE? January 1, 2019 01 6000-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 6000 City of Renton PRODUCT REQUIREMENTS CAG 18-216 D. WHAT EFFECT DOES SUBSTITUTION HAVE ON APPLICABLE CODE REQUIREMENTS? E. DIFFERENCES BETWEEN PROPOSED SUBSTITUTION AND SPECIFIED ITEM: F. MANUFACTURER'S WARRANTIES OF THE PROPOSED AND SPECIFIED ITEMS ARE: Same Different (explain): G. LIST OF NAMES AND ADDRESSES OF 3 SIMILAR PROJECTS ON WHICH PRODUCT WAS USED, DATE OF INSTALLATION, AND A/E'S NAME AND ADDRESS: (ATTACH LIST WITH REQUESTED INFORMATION) H. COST IMPACT: UNDERSIGNED ATTESTS FUNCTION AND QUALITY ARE EQUAL OR EQUIVALENT TO SPECIFIED ITEMS. CERTIFICATION OF EQUAL OR EQUIVALENT PERFORMANCE AND ASSUMPTION OF LIABILITY FOR EQUAL OR EQUIVALENT PERFORMANCE: Signature Firm Address By Date Signature must be by person having authority to legally bind Contractor to the above terms. FOR USE BY A/E REMARKS: Accepted Not Accepted Accepted as Noted Received Too Late January 1, 2019 01 6000-6 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS SECTION 01 7000 EXECUTION AND CLOSEOUT REQUIREMENTS PART 1 —GENERAL 1.01 SECTION INCLUDES A. Examination, preparation, and general installation procedures. B. Requirements for alterations work, including selective demolition, except removal, disposal, and/or remediation of hazardous materials and toxic substances. C. Pre-installation meetings. D. Cutting and patching. E. Surveying for laying out the work. F. Cleaning and protection. G. Starting of systems and equipment. H. General requirements for maintenance service. 1.02 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 1 specification sections, apply to this section. B. Section 01 3000 -Administrative Requirements: Submittals procedures. C. Section 01 4000 - Quality Requirements: Testing and inspection procedures. D. Section 01 5000 - Temporary Facilities and Controls: Temporary exterior enclosures. E. Section 01 7419 - Construction Waste Management and Disposal: Additional procedures for trash/waste removal, recycling, salvage, and reuse. F. Section 01 7800—Closeout Submittals: O & M, Record Drawings and other documents due at completion. 1.03 REFERENCE STANDARDS A. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2009. 1.04 SUBMITTALS A. Cutting and Patching: Submit written request in advance of cutting or alteration that affects: 1. Structural integrity of any element of Project. 2. Integrity of weather exposed or moisture resistant element. 3. Efficiency, maintenance, or safety of any operational element. 4. Visual qualities of sight exposed elements. 5. Work of Owner or separate Contractor. 6. Include in request: January 1, 2019 01 7000-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS a. Identification of Project. b. Location and description of affected work. c. Necessity for cutting or alteration. d. Description of proposed work and products to be used. e. Effect on work of Owner or separate Contractor. f. Written permission of affected separate Contractor. g. Date and time work will be executed. B. Project Record Documents: Per Section 01 7800 1.05 QUALIFICATIONS A. For field engineering, employ a professional engineer of the discipline required for specific service on Project, licensed in Washington. 1.06 PROJECT CONDITIONS A. Protect site from puddling or running water. Comply with all requirements for storm water management and soil erosion prevention. B. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent accumulation of dust, fumes, vapors, or gases. C. Dust Control: Execute work by methods to minimize raising dust from construction operations. Provide positive means to prevent air-borne dust from dispersing into atmosphere and over adjacent property. D. Noise Control: Provide methods, means, and facilities to minimize noise produced by construction operations. E. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and insects from damaging the work. F. Rodent Control: Provide methods, means, and facilities to prevent rodents from accessing or invading premises. G. Pollution Control: Provide methods, means, and facilities to prevent contamination of soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants produced by construction operations. Comply with federal, state, and local regulations. 1.07 COORDINATION A. See Section 01 1000 for occupancy-related requirements. B. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. C. Notify affected utility companies and comply with their requirements. D. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. January 1, 2019 01 7000-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS E. Coordinate space requirements, supports, and installation of inechanical and electrical work that are indicated diagrammatically on Drawings. Follow Coordination Drawings routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. F. Coordinate work with RCH Elevator Modernization Contractor to minimize conflicts for space or services. G. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. H. Coordinate completion and clean-up of work of separate sections. PART 2— PRODUCTS 2.01 PATCHING MATERIALS A. New Materials: As specified in product sections; match existing products and work for patching and extending work. B. Type and Quality of Existing Products: Determine by inspecting and testing products where necessary, referring to existing work as a standard. C. Product Substitution: For any proposed change in materials, submit request for substitution described in Section 01 6000. PART 3— EXECUTION 3.01 EXAMINATION A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent work. Start of work means acceptance of existing conditions. B. Verify that existing substrate is capable of structural support or attachment of the work being applied or attached. C. Examine and verify specific conditions described in individual specification sections. D. Take field measurements before confirming product orders or beginning fabrication, to minimize waste due to over-ordering or mis-fabrication. E. Verify that utility services are available, of the correct characteristics, and in the correct locations. F. Prior to Cutting: Examine existing conditions prior to commencing work, including elements subject to damage or movement during cutting and patching. After uncovering existing work, assess conditions affecting performance of work. For any cut in concrete greater than 6 square inches or any cut or demolition in floor/roof deck shall be radared ahead of cutting and all steel shall be located. Radar inspection shall be reviewed/approved by Architect. Beginning of cutting or patching means acceptance of existing conditions. 3.02 PREPARATION January 1, 2019 01 7000-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS A. Clean substrate surfaces priorto applying next material orsubstance. B. Seal cracks or openings of substrate prior to applying next material or substance. C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner prior to applying any new material or substance in contact or bond. 3.03 PREINSTALLATION MEETINGS A. When required in individual specification sections, convene a preinstallation meeting at the site prior to commencing work of the section. B. Require attendance of parties directly affecting, or affected by, work of the specific section. C. Notify Architect four days in advance of ineeting date. D. Prepare agenda and preside at meeting: 1. Review conditions of examination, preparation and installation procedures. 2. Review coordination with related work. E. Record minutes and distribute copies within two days after meeting to participants, with two copies to Architect, Owner, participants, and those affected by decisions made. 3.04 LAYING OUT THE WORK A. Verify locations of survey control points prior to starting work. B. Promptly notify Architect of any discrepancies discovered. C. Contractor shall locate and protect survey control and reference points. D. Control datum for survey is that indicated on Drawings. E. Promptly report to Architect the loss or destruction of any reference point or relocation required because of changes in grades or other reasons. F. Replace dislocated survey control points based on original survey control. Make no changes without prior written notice to Architect. G. Utilize recognized engineering survey practices. H. Establish a minimum of two permanent bench marks on site, referenced to established control points. Record locations, with horizontal and vertical data, on project record documents. I. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar appropriate means: 1. Site improvements including pavements; stakes for grading, fill and topsoil placement; utility locations, slopes, and invert elevations. 2. Grid or axis for structures. 3. Building foundation, column locations, ground floor elevations, and elevated deck elevations. January 1, 2019 01 7000-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS J. Periodically verify layouts by same means. K. Maintain a complete and accurate log of control and survey work as it progresses. 3.05 GENERAL INSTALLATION REQUIREMENTS A. Install products as specified in individual sections, in accordance with manufacturer's instructions and recommendations, and so as to avoid waste due to necessity for replacement. B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated. C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and horizontal lines, unless otherwise indicated. D. Make consistent texture on surfaces, with seamless transitions, unless otherwise indicated. E. Make neat transitions between different surfaces, maintaining texture and appearance. 3.06 CUTTING AND PATCHING A. Whenever possible, execute the work by methods that avoid cutting or patching. B. Perform whatever cutting and patching is necessary to: 1. Complete the work. 2. Fit products together to integrate with other work. 3. Provide openings for penetration of inechanical, electrical, and other services. 4. Match work that has been cut to adjacent work. 5. Repair areas adjacent to cuts to required condition. 6. Repair new work damaged by subsequent work. 7. Remove samples of installed work for testing when requested. 8. Remove and replace defective and non-conforming work. C. Execute cutting and patching including excavation and fill: 1. To complete the work. 2. To uncover work in order to install improperly sequenced work. 3. To remove and replace defective or non-conforming work. 4. To remove samples of installed work for testing when requested. 5. To provide openings in the work for penetration of inechanical and electrical, and other services. 6. To execute patching to complement adjacent work. 7. To fit materials and products to integrate with other work. D. Execute work by methods that avoid damage to other work and that will provide appropriate surfaces to receive patching and finishing. In existing work, minimize damage and restore to original condition. E. Employ original installer to perform cutting for weather exposed and moisture resistant elements, and sight exposed surfaces. F. Restore work with new products in accordance with requirements of Contract Documents. G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through surfaces. January 1, 2019 01 7000-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with fire rated material, to full thickness of the penetrated element or as otherwise required. I. Cutting: 1. Cut work by methods that will not damage work to be retained and work adjoining. Review proposed procedure(s) with original installer where possible and comply with its recommendations. 2. Where cutting is required, cut work with sawing, drilling, coring and grinding tools. Pneumatic hammering and chopping tools not allowed without prior approval. 3. For any impacts to concrete structure, location shall be first x-rayed and then reviewed by Owner to minimize cuts to bar, conduits, or other materials in the wall. Contractor is advised that the building is post-tensioned. J. Patching: 1. Finish patched surfaces to match finish that existed prior to patching. Patch with seams which are durable and invisible as possible. Comply with specified tolerances of the work. On continuous surfaces, refinish to nearest intersection or natural break. For an assembly, refinish entire unit. 2. Restore exposed finishes of patched areas and, where necessary, extend finish restoration onto retained work adjoining in a mannerwhich will eliminate evidence of patching. 3. Where feasible, inspect and test patched areas to demonstrate integrity of work. 4. Match color, texture, and appearance. 5. Repair patched surfaces that are damaged, lifted, discolored, or showing other imperfections due to patching work. If defects are due to condition of substrate, repair substrate prior to repairing finish. 3.07 PROGRESS CLEANING A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and orderly condition. B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other closed or remote spaces, prior to enclosing the space. C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue cleaning to eliminate dust. D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and dispose off-site; do not burn or bury. 3.08 PROTECTION OF INSTALLED WORK A. Protect installed work from damage by construction operations. B. Provide special protection where specified in individual specification sections. C. Provide temporary and removable protection for installed products. Control activity in immediate work area to prevent damage. D. Provide protective coverings at walls, projections,jambs, sills, and soffits of openings. E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or January 1, 2019 01 7000-6 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS movement of heavy objects, by protecting with durable sheet materials. F. Prohibit traffic or storage upon waterproofed or roofed surfaces. If roof traffic or activity is necessary, the following will be required: 1. Get advance approval from Owner about areas that will be impacted. 2. Inspect and photograph areas that will be impacted with Owner to confirm existing roofing system condition. 3. Where any equipment will be placed on roof deck provide roofing system protection including: minimum rigid insulation topped with 'h" plywood and covered with visqueen or other sheet material. G. Prohibit traffic from landscaped areas. H. Remove protective coverings as soon as no longer needed; reuse or recycle plastic coverings if possible. 3.09 CLOSE-OUT COORDINATION A. See Section 01 1000 for occupancy-related requirements. B. Coordinate scheduling, submittals, and work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements, with provisions for accommodating items installed later. C. Notify affected utility companies and comply with their requirements. D. Verify that utility requirements and characteristics of new operating equipment are compatible with building utilities. Coordinate work of various sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. E. Coordinate space requirements, supports, and installation of inechanical and electrical work that are indicated diagrammatically on Drawings. Follow Coordination Drawings routing shown for pipes, ducts, and conduit, as closely as practicable; place runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. F. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within the construction. Coordinate locations of fixtures and outlets with finish elements. G. Coordinate completion and clean-up of work of separate sections. 3.10 SUBSTANTIAL COMPLETION A. Substantial Completion is defined in the General Conditions B. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request. 1. Submit Contractor's Punch List. For each item, include the dollar value of Work remaining, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. 3. Obtain and submit releases permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar January 1, 2019 01 7000-7 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS releases. 4. Prepare and submit initial Operation and Maintenance Manuals, damage or settlement surveys, property surveys, and similar final record information. 5. Make final changeover of permanent locks and deliver keys to Owner. Advise Owner's personnel of changeover in security provisions. 6. Submit L&I Inspector permit approval records. 7. Terminate and remove temporary facilities from Project site, along with mockups, construction tools, and similar elements. 8. Submit changeover information related to Owner's occupancy, use, operation, and maintenance. 9. Complete final cleaning requirements. 10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects. C. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. During inspection, Architect will verify submitted Contractor's Punch List and will add or deduct items as necessary to form the Architect's Substantial Completion Punch List. The Architect's Substantial Completion Punch List will subsequently be provided to the Contractor for resolution. Architect will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on the Contractor's Punch List or the Architect's Substantial Completion Punch List that must be completed or corrected before certificate will be issued. 1. Reinspection: If, following Architect's inspection, Certificate of Substantial Completion is not granted, request reinspection when the Work identified as incomplete is completed or corrected. Unless waived by Owner, a deductive Change Order for A/E costs will be executed for all Substantial Completion reinspections. 2. Results of completed inspection will form the basis of requirements for Final Completion. D. Checklist: In order to certify, Substantial Completion, all elements on the Substantial Completion Checklist (attached to this section) MUST be complete. 3.11 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following: 1. Submit specific warranties, workmanship bonds, maintenance service agreements, final certifications, and similar documents. 2. Submit copy of Architect's Substantial Completion Punch List, with signed and dated certification by the City of Renton Project Manager stating that every item has been completed or otherwise resolved for acceptance. 3. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 4. Prepare and submit Project Record Documents, final Operation and Maintenance Manuals, damage or settlement surveys, property surveys, and similar final record information. 5. Deliver tools, spare parts, extra materials, accessory keys, and similar items to location designated by Owner. Label with manufacturer's name and model number where applicable. Except where impractical, provide parts and materials in original unopened packaging. Permanently label all accessory keys. 6. Complete any deferred testing as defined in Division 1 Section "Commissioning Requirements." 7. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. January 1, 2019 01 7000-8 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS 8. Submit Application for Final Payment and required support documentation and certifications according to Division 1 Section "Payment Procedures." B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements. Architect will certify Application for Final Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued. 1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected. Unless waived by Owner, a deductive Change Order for A/E costs will be executed for Final Completion reinspections greater than one in number. C. Checklist: In order to certify, Final Completion, all elements on the Final Completion Checklist (attached to this section) MUST be complete. 3.12 LIST OF INCOMPLETE ITEMS (CONTRACTOR'S PUNCH LIST) A. General: The City of Renton Project Manager shall prepare a single list of items to be completed and corrected. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are outside the limits of construction. Use layout provided in electronic format by Architect. Submit three copies of list. 1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor. 2. Organize items applying to each space by major element, including categories for floors, individual walls, ceiling, equipment, and building systems. 3.13 SYSTEM STARTUP A. Coordinate schedule for start-up of various equipment and systems. B. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions that may cause damage. C. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer. D. Verify that wiring and support components for equipment are complete and tested. E. Execute start-up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions. F. When specified in technical specification Sections, require manufacturerto provide authorized representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation. G. Submit a written report that equipment or system has been properly installed and is functioning correctly. 3.14 ADJUSTING A. Adjust operating products and equipment to ensure smooth and unhindered operation. January 1, 2019 01 7000-9 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7000 City of Renton EXECUTION AND CLOSEOUT CAG 18-216 REQUIREMENTS 3.15 FINAL CLEANING A. Execute final cleaning prior to Substantial Completion. B. Use cleaning materials that are nonhazardous. C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate to the surface and material being cleaned. E. Replace filters of operating equipment. F. Clean debris from roofs, gutters, downspouts, and drainage systems. G. Clean site; sweep paved areas, rake clean landscaped surfaces. H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site; dispose of in legal manner; do not burn or bury. 3.16 MAINTENANCE A. Provide service and maintenance of components indicated in specification sections. B. Maintenance Period: As indicated in specification sections or, if not indicated, not less than one year from the Date of Substantial Completion or the length of the specified warranty, whichever is longer. C. Examine system components at a frequency consistent with reliable operation. Clean, adjust, and lubricate as required. D. Include systematic examination, adjustment, and lubrication of components. Repair or replace parts whenever required. Use parts produced by the manufacturer of the original component. E. Maintenance service shall not be assigned or transferred to any agent or subcontractor without prior written consent of the Owner. END OF SECTION 01 7000 January 1, 2019 01 7000-10 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7419 City of Renton CONSTRUCTION WASTE CAG 18-216 MANAGEMENT AND DISPOSAL SECTION 01 7419 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 —GENERAL 1.01 WASTE MANAGEMENT REQUIREMENTS A. Owner requires that this project generate the least amount of trash and waste possible. B. Employ processes that ensure the generation of as little waste as possible due to error, poor planning, breakage, mishandling, contamination, or other factors. C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as economically feasible. D. Required Recycling, Salvage, and Reuse: The following may not be disposed of in landfills or by incineration: 1. Aluminum and plastic beverage containers. 2. Corrugated cardboard. 3. Wood pallets. 4. Clean dimensional wood: May be used as blocking or furring. 5. Land clearing debris, including brush, branches, logs, and stumps. 6. Concrete: May be crushed and used as riprap, aggregate, sub-base material, or fill. 7. Bricks: May be broken or crushed and used as sub-base material or fill. 8. Concrete masonry units: May be broken or crushed and used as sub-base material or fill. 9. Asphalt paving: May be recycled into paving for project. 10. Metals, including packaging banding, metal studs, sheet metal, structural steel, piping, reinforcing bars, door frames, and other items made of steel, iron, galvanized steel, stainless steel, aluminum, copper, zinc, lead, brass, and bronze. 11. Glass. 12. Gypsum drywall and plaster. 13. Carpet, carpet cushion, carpet tile, and carpet remnants, both new and removed: DuPont (http://flooring.dupont.com) and Interface (www.interfaceinc.com) conduct reclamation programs. 14. Plastic sheeting. E. Contractor shall develop and follow a Waste Management Plan designed to implement these requirements. F. Methods of trash/waste disposal that are not acceptable are: 1. Burning on the project site. 2. Burying on the project site. 3. Dumping or burying on other property, public or private. 4. Other illegal dumping or burying. G. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatory requirements, including but not limited to Federal, state and local requirements, pertaining to legal disposal of all construction and demolition waste materials. 1. Contractor shall comply with King County Ordinance 18166 codified in King County Code Chapter 10.30 Construction and Demolition Waste. 1.02 RELATED DOCUMENTS January 1, 2019 01 7419-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7419 City of Renton CONSTRUCTION WASTE CAG 18-216 MANAGEMENT AND DISPOSAL A. Drawings and general provisions of the Contract, including General and Supplemental Conditions and Division 1 specification sections, apply to this section. B. Section 01 3000-Administrative Requirements: Additional requirements for project meetings, reports, submittal procedures, and project documentation. C. Section 01 5000 - Temporary Facilities and Controls: Additional requirements related to trash/waste collection and removal facilities and services. D. Section 01 6000- Product Requirements: Waste prevention requirements related to delivery, storage, and handling. E. Section 01 7000- Execution and Closeout Requirements: Trash/waste prevention procedures related to demolition, cutting and patching, installation, protection, and cleaning. 1.03 DEFINITIONS A. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, adhesives, glues, or the like. B. Construction and Demolition Waste: Solid wastes typically including building materials, packaging, trash, debris, and rubble resulting from construction, remodeling, repair and demolition operations. C. Hazardous: Exhibiting the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity or reactivity. D. Nonhazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility, corrosivity, toxicity, or reactivity. E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period of exposure. F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and remanufactured into a new product for reuse by others. G. Recycle: To remove a waste material from the project site to another site for remanufacture into a new product for reuse by others. H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other discarded materials for the purpose of using the altered form. Recycling does not include burning, incinerating, or thermally destroying waste. I. Return: To give back reusable items or unused products to vendors for credit. J. Reuse: To reuse a construction waste material in some manner on the project site. K. Salvage: To remove a waste material from the project site to another site for resale or reuse by others. L. Sediment: Soil and other debris that has been eroded and transported by storm or well production run-off water. January 1, 2019 01 7419-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7419 City of Renton CONSTRUCTION WASTE CAG 18-216 MANAGEMENT AND DISPOSAL M. Source Separation: The act of keeping different types of waste materials separate beginning from the first time they become waste. N. Toxic: Poisonous to humans either immediately or after a long period of exposure. O. Trash: Any product or material unable to be reused, returned, recycled, or salvaged. P. Waste: Extra material or material that has reached the end of its useful life in its intended use. Waste includes salvageable, returnable, recyclable, and reusable material. 1.04 SUBMITTALS A. See Section 01 3000 -Administrative Requirements, for submittal procedures. B. Waste Management Plan: Include the following information starting at Notice To Proceed: 1. Analysis of the trash and waste projected to be generated during the entire project construction cycle, including types and quantities. 2. Landfill Options: The name, address, and telephone number of the landfill(s)where trash/waste will be disposed of, the applicable landfill tipping fee(s), and the projected cost of disposing of all project trash/waste in the landfill(s). 3. Landfill Alternatives: List all waste materials that will be diverted from landfills by reuse, salvage, or recycling. 4. Meetings: Describe regular meetings to be held to address waste prevention, reduction, recycling, salvage, reuse, and disposal. 5. Materials Handling Procedures: Describe the means by which materials to be diverted from landfills will be protected from contamination and prepared for acceptance by designated facilities; include separation procedures for recyclables, storage, and packaging. 6. Transportation: Identify the destination and means of transportation of materials to be recycled; i.e. whether materials will be site-separated and self-hauled to designated centers, or whether mixed materials will be collected by a waste hauler. C. Waste Disposal Reports: Submit at specified intervals, with details of quantities of trash and waste, means of disposal or reuse, and costs; show both totals to date and since last report. 1. Submit updated Report with each Application for Progress Payment; failure to submit Report will delay payment. 2. Submit Report on a form acceptable to Owner. 3. Landfill Disposal: Include the following information: a. Identification of material. b. Amount, in tons or cubic yards (cubic meters), of trash/waste material from the project disposed of in landfills. c. State the identity of landfills, total amount of tipping fees paid to landfill, and total disposal cost. d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost. 4. Recycled and Salvaged Materials: Include the following information for each: a. Identification of material, including those retrieved by installer for use on other projects. b. Amount, in tons or cubic yards (cubic meters), date removed from the project site, and receiving party. c. Transportation cost, amount paid or received for the material, and the net total cost or savings of salvage or recycling each material. d. Include manifests, weight tickets, receipts, and invoices as evidence of quantity and cost. January 1, 2019 01 7419-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7419 City of Renton CONSTRUCTION WASTE CAG 18-216 MANAGEMENT AND DISPOSAL e. Certification by receiving party that materials will not be disposed of in landfills or by incineration. 5. Material Reused on Project: Include the following information for each: a. Identification of material and how it was used in the project. b. Amount, in tons or cubic yards (cubic meters). c. Include weight tickets as evidence of quantity. 6. Other Disposal Methods: Include information similar to that described above, as appropriate to disposal method. PART 2— PRODUCTS (NOT USED) PART 3— EXECUTION 3.01 WASTE MANAGEMENT PROCEDURES A. See Section 01 3000 for additional requirements for project meetings, reports, submittal procedures, and project documentation. B. See Section 01 5000 for additional requirements related to trash/waste collection and removal facilities and services. C. See Section 01 6000 for waste prevention requirements related to delivery, storage, and handling. D. See Section 01 7000 for trash/waste prevention procedures related to demolition, cutting and patching, installation, protection, and cleaning. 3.02 WASTE MANAGEMENT PLAN IMPLEMENTATION A. Manager: Designate an on-site person or persons responsible for instructing workers and overseeing and documenting results of the Waste Management Plan. B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each subcontractor, Owner, and Architect. C. Instruction: Provide on-site instruction of appropriate separation, handling, and recycling, salvage, reuse, and return methods to be used by all parties at the appropriate stages of the project. D. Meetings: Discuss trash/waste management goals and issues at project meetings. 1. Pre-construction meeting. 2. Regularjob-site meetings. E. Facilities: Provide specific facilities for separation and storage of materials for recycling, salvage, reuse, return, and trash disposal, for use by all contractors and installers. 1. Provide containers as required. 2. Provide adequate space for pick-up and delivery and convenience to subcontractors. 3. Keep recycling and trash/waste bin areas neat and clean and clearly marked in order to avoid contamination of materials. F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable regulations. G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste January 1, 2019 01 7419-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7419 City of Renton CONSTRUCTION WASTE CAG 18-216 MANAGEMENT AND DISPOSAL products in order to prevent contamination of materials and to maximize recyclability of identified materials. Arrange for timely pickups from the site or deliveries to recycling facility in order to prevent contamination of recyclable materials. H. Reuse of Materials On-Site: Set aside, sort, and protect separated products in preparation for reuse. I. Salvage: Set aside, sort, and protect products to be salvaged for reuse off-site. END OF SECTION 01 7419 January 1, 2019 01 7419-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7800 City of Renton CLOSEOUT SUBMITTALS CAG 18-216 SECTION 01 7800 CLOSEOUT SUBMITTALS PART 1 —GENERAL 1.01 SECTION INCLUDES A. Project Record Documents. B. Operation and Maintenance Data. C. Warranties and bonds. 1.02 RELATED REQUIREMENTS A. Drawings and general provisions of the Contract, including General and Supplemental Conditions and Division 1 specification sections, apply to this section. B. Section 01 3000 -Administrative Requirements: Submittals procedures, shop drawings, product data, and samples. C. Section 01 7000 - Execution and Closeout Requirements: Contract closeout procedures. Substantial Completion and Final Completions Checklists. D. Individual Product Sections: Specific requirements for operation and maintenance data. E. Individual Product Sections: Warranties required for specific products or Work. 1.03 SUBMITTALS A. Project Record Documents: Submit documents to Architect with claim for final Application for Payment. B. Operation and Maintenance Data: 1. Submit two copies of preliminary draft or proposed formats and outlines of contents at least 10 days before requesting inspection for Substantial Completion. Architect will review draft and return one copy with comments. 2. For equipment, or component parts of equipment put into service during construction and operated by Owner, submit completed documents within ten days after acceptance. 3. Submit one copy of completed documents 15 days prior to final inspection. This copy will be reviewed and returned after final inspection, with Architect comments. Revise content of all document sets as required prior to final submission. 4. Submit two sets of revised final documents in final form within 10 days after final inspection. C. Warranties and Bonds: 1. For equipment or component parts of equipment put into service during construction with Owner's permission, submit documents within 10 days after acceptance. 2. Make other submittals within 10 days after Date of Substantial Completion, prior to final Application for Payment. 3. For items of Work for which acceptance is delayed beyond Date of Substantial Completion, submit within 10 days after acceptance, listing the date of acceptance as the beginning of the warranty period. PART 2— PRODUCTS (NOT USED) January 1, 2019 01 7800-1 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7800 City of Renton CLOSEOUT SUBMITTALS CAG 18-216 PART 3— EXECUTION 3.01 RECORD DRAWINGS A. Record Prints: Maintain one full-size set of blue- or black-line white prints of the Contract Drawings and Shop Drawings. 1. Identification: In red ink and block letters, label each Record Drawing, including cover sheets, "PROJECT RECORD DRAWING" in a prominent location on title block. 2. Preparation: Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare the marked-up Record Prints. a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later. b. Accurately record information in an understandable drawing technique. c. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations. 3. Content: Types of items requiring marking include, but are not limited to, the following: a. Dimensional changes to Drawings. b. Revisions to details shown on Drawings. c. Depths of foundations below first floor. d. Locations and depths of underground utilities. e. Revisions to routing of piping and conduits. f. Revisions to electrical circuitry. g. Actual equipment locations. h. Duct size and routing. i. Locations of concealed internal utilities. j. Changes made by Change Order. k. Changes made by Supplemental Instruction. I. Details not on the original Contract Drawings. m. Field records for variable and concealed conditions. n. Record information on the Work that is shown only schematically. 4. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual physical conditions, completely and accurately. If Shop Drawings are marked, show cross-reference on the Contract Drawings. 5. Mark record sets with erasable, red-colored pencil. Use other reproducible colors to distinguish between changes for different categories of the Work at same location. 6. Mark important additional information that was either shown schematically or omitted from original Drawings. 7. Note alternate numbers, Change Order numbers, Supplemental Instruction numbers, and similar identification, where applicable. B. Newly Prepared Record Drawings: Prepare new Drawings instead of preparing Record Drawings where Architect determines that neither the original Contract Drawings nor Shop Drawings are suitable to show actual installation. 1. New Drawings may be required when a Change Order is issued as a result of accepting an alternate, substitution, or other modification. 2. Consult Architect for proper scale and scope of detailing and notations required to record the actual physical installation and its relation to other construction. Integrate newly prepared Record Drawings into Record Drawing sets; comply with procedures for formatting, organizing, copying, binding, and submitting. Include title blocks matching original drawings and assign appropriate sheet numbers. January 1, 2019 01 7800-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7800 City of Renton CLOSEOUT SUBMITTALS CAG 18-216 C. Binding: Organize Record Prints and newly prepared Record Drawings into manageable sets. Bind each set with durable paper cover sheets. Include identification on cover sheets. 3.02 RECORD SPECIFICATIONS A. General: Annotate by striking out products/manufacturers not included in the work to provide a record of selections made. 1. Note related Change Orders, Record Product Data, and Record Drawings where applicable. B. Mark Specifications to indicate the actual product installation where installation varies from that indicated in Specifications. Include addenda and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 3.03 RECORD PRODUCT DATA A. Where the actual product or installation varies substantially from that indicated in previously submitted and approved Product Data, submit Record Product Data marked to indicate actual condition. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation. 3. Note related Change Orders, Record Specifications, and Record Drawings where applicable. 4. Where Record Product Data is required as part of Operation and Maintenance Manuals, submit marked-up Product Data as an insert in manual instead of submittal as Record Product Data. 3.04 MISCELLANEOUS RECORD SUBMITTALS A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference. 3.05 O&M MANUALS, GENERAL A. Provide manuals of consistent appearance and quality. Where operation and maintenance documentation includes information furnished by multiple sources, assemble and coordinate information into a comprehensive whole. Eliminate all redundant, inapplicable, or unnecessary information so that submitted documentation reflects only actual installation. The QAM is responsible for final assembly of manuals. B. Identify each system, subsystem, and piece of equipment with same designation used in the Contract Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4, "Preparation of Operating and Maintenance Documentation for Building Systems." C. Directory: Provide a separate directory, bound to match manuals, summarizing the contents of all O&M Manuals. Include a section in the directory for each of the following: 1. Tables of Contents: Include a table of contents for each O&M Manual. 2. List of Systems and Subsystems: List systems alphabetically. Include references to O&M Manuals that contain information about each system, and separate references to January 1, 2019 01 7800-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7800 City of Renton CLOSEOUT SUBMITTALS CAG 18-216 Specification Sections in which each system or subsystem is addressed. 3. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces of equipment not part of system, list alphabetically in separate list. D. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain the following materials, in the order listed: 1. Title page. 2. Table of contents. 3. Manual contents. E. Title Page: Enclose title page in transparent plastic sleeve. Include the following information: 1. Subject matter included in manual. 2. Name and address of Project. 3. Name and address of Owner. 4. Date of submittal. 5. Name, address, and telephone number of Contractor. 6. Name and address of Architect. 7. Cross-reference to related systems in other O&M Manuals. F. Table of Contents: List each product included in manual, identified by product name, indexed to the content of the volume, and cross-referenced to Specification Section number in Project Manual. 1. If operation or maintenance documentation requires more than one volume to accommodate data, include comprehensive table of contents for all volumes in each volume of the set. G. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder. 1. Binders: Heavy-duty, vinyl-covered three-ring loose-leaf binders, with two interior pockets and transparent overlays on front cover and spine. Binder materials shall be of type to ensure no print transfer from inserted sheets. Rings shall be no-gap or locking D- style, with manufacturer's standard sheet lifters front and back. Provide binders in thickness necessary to accommodate submitted contents and 0.250 inches of additional material, but not greater than 3 inches, and sized to hold 8-1/2-by-11-inch paper. a. If two or more binders are necessary to accommodate data of a system, organize data in each binder into groupings by subsystem and related components. Cross- reference other binders if necessary to provide essential information for proper operation or maintenance of equipment or system. b. Identify each binder with coverstock paper inserts on front and spine, with printed title "OPERATION AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple-volume sets. Use layout supplied by Architect in electronic Adobe Pagemaker format. 2. Dividers: Reinforced heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual. 3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software media for computerized electronic equipment. 4. Supplementary Text: Prepared on 8-1/2-by-11-inch white bond paper. 5. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text. a. If oversize drawings are necessary, fold drawings to same size as text pages and use January 1, 2019 01 7800-4 General Construction for Renton City Hall Elevator Modernization-Phase 2 01 7800 City of Renton CLOSEOUT SUBMITTALS CAG 18-216 as foldouts. b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations. 3.06 OPERATION COMPONENT OF O&M MANUALS A. Content: In addition to requirements in this Section, include operation data required in individual Specification Sections and the following information: 1. System, subsystem, and equipment descriptions. 2. Performance and design criteria if Contractor is delegated design responsibility. 3. Operating standards. 4. Operating procedures. 5. Operating logs. 6. Wiring diagrams. 7. Control diagrams. 8. Piped system diagrams. 9. Precautions against improper use. 10. License requirements including inspection and renewal dates. B. Descriptions: Include the following: 1. Product name and model number. 2. Manufacturer's name. 3. Equipment identification with serial number of each component. 4. Equipment function. 5. Operating characteristics. 6. Limiting conditions. 7. Performance curves. 8. Engineering data and tests. 9. Complete nomenclature and number of replacement parts. C. Operating Procedures: Include the following, as applicable: 1. Startup procedures. 2. Equipment or system break-in procedures. 3. Routine and normal operating instructions. 4. Regulation and control procedures. 5. Instructions on stopping. 6. Normal shutdown instructions. 7. Seasonal and weekend operating instructions. 8. Required sequences for electric or electronic systems. 9. Special operating instructions and procedures. D. Emergency Procedures: Describe and explain warnings, trouble indications, error messages, and similar codes and signals. Include responsibilities of Owner's operating personnel for notification of Installer, supplier, and manufacturer to maintain warranties. Include the following, as applicable: 1. Shutdown instructions. 2. Operating instructions for conditions outside normal operating limits. 3. Required sequences for electric or electronic systems. 4. Special operating instructions and procedures. 5. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as installed. January 1, 2019 01 7800-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7800 City of Renton CLOSEOUT SUBMITTALS CAG 18-216 E. Piped Systems: Diagram piping as installed, and identify color-coding where required for identification. 3.07 PRODUCT MAINTENANCE COMPONENT OF O&M MANUALS A. Content: Organize manual into a separate section for each product, material, and finish. Include source information, product information, maintenance procedures, repair materials and sources, and warranties and bonds, as described below. B. Source Information: List each product included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross- reference Specification Section number and title in Project Manual. C. Product Information: Include the following, as applicable: 1. Product name and model number. 2. Manufacturer's name. 3. Color, pattern, and texture. 4. Material and chemical composition. 5. Reordering information for specially manufactured products. D. Maintenance Procedures: Include manufacturer's written recommendations and the following: 1. Inspection procedures. 2. Types of cleaning agents to be used and methods of cleaning. 3. List of cleaning agents and methods of cleaning detrimental to product. 4. Schedule for routine cleaning and maintenance. 5. Repair instructions. E. Repair Materials and Sources: Include lists of materials and local sources of materials and related services. F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. 3.08 SYSTEMS AND EQUIPMENT MAINTENANCE COMPONENT OF O&M MANUALS A. Content: For each system, subsystem, and piece of equipment not part of a system, include source information, manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, spare parts list and source information, maintenance service contracts, and warranty and bond information, as described below. B. Source Information: List each system, subsystem, and piece of equipment included in manual, identified by product name and arranged to match manual's table of contents. For each product, list name, address, and telephone number of Installer or supplier and maintenance service agent, and cross-reference Specification Section number and title in Project Manual. C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including the following information for each component part or piece of equipment: 1. Standard printed maintenance instructions and bulletins. 2. Drawings, diagrams, and instructions required for maintenance, including disassembly and component removal, replacement, and assembly. January 1, 2019 01 7800-6 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7800 City of Renton CLOSEOUT SUBMITTALS CAG 18-216 3. Identification and nomenclature of parts and components. 4. List of items recommended to be stocked as spare parts. D. Maintenance Procedures: Include the following information and items that detail essential maintenance procedures: 1. Test and inspection instructions. 2. Troubleshooting guide. 3. Precautions against improper maintenance. 4. Disassembly; component removal, repair, and replacement; and reassembly instructions. 5. Aligning, adjusting, and checking instructions. 6. Demonstration and training video. E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment. 1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly, semiannual, and annual frequencies. 2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance. F. Spare Parts List and Source Information: Include lists of replacement and repair parts, with parts identified and cross-referenced to manufacturers' maintenance documentation and local sources of maintenance materials and related services. G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone number of service agent. H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. 1. Include procedures to follow and required notifications for warranty claims. 3.09 WARRANTIES AND BONDS A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors, suppliers, and manufacturers, within 10 days after completion of the applicable item of work. Except for items put into use with Owner's permission, leave date of beginning of time of warranty until the Date of Substantial completion is determined. B. Verify that documents are in proper form, contain full information, and are notarized. C. Co-execute submittals when required. D. Retain warranties and bonds until time specified for submittal. E. Manual: Bind in commercial quality 8-1/2 by 11 inch (216 by 279 mm)three D side ring binders with durable plastic no-print-transfer-type covers. F. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with title of Project; name, address and telephone number of Contractor and equipment supplier; and name of responsible company principal. G. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project Manual, with each item identified with the number and title of the specification section in which specified, and the name of product or work item. January 1, 2019 01 7800-7 General Construction for Renton City Hall Elevator Modernization—Phase 2 01 7800 City of Renton CLOSEOUT SUBMITTALS CAG 18-216 H. Separate each warranty or bond with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List Subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principal. END OF SECTION 01 7800 January 1, 2019 01 7800-8 General Construction for RCH Elevator Modernization 02 4100 City of Renton DEMOLITION CAG 18-216 SECTION 02 4100 DEMOLITION PART1 GENERAL 1.01 SECTION INCLUDES A. Selective demolition of building elements for alteration purposes. B. Demolish existing electrical, and mechanical equipment per contract documents. C. Demolish existing mechanical systems as required for installation of project equipment. D. Demolish existing pit ladders. E. Demolish miscellaneous items and systems marked for demolition in contract documents or as necessary to complete scope of work. 1.02 RELATED REQUIREMENTS A. Section 01 1000 - Summary: Limitations on Contractor's use of site and premises. B. Section 01 5000- Temporary Facilities and Controls: Site fences, security, protective barriers, and waste removal. C. Section 01 7000 - Execution and Closeout Requirements: Project conditions; protection of bench marks, survey control points, and existing construction to remain; reinstallation of removed products; temporary bracing and shoring. 1.03 REFERENCE STANDARDS A. 29 CFR 1926 - U.S. Occupational Safety and Health Standards; current edition. B. NFPA 241 - Standard for Safeguarding Construction, Alteration, and Demolition Operations; 2013. PART 2 PRODUCTS 2.01 MATERIALS PART 3 EXECUTION 3.01 GENERAL PROCEDURES AND PROJECT CONDITIONS A. Comply with applicable codes and regulations for demolition operations and safety of adjacent structures and the public. 1. Obtain required permits. 2. Take precautions to prevent catastrophic or uncontrolled collapse of structures to be removed; do not allow worker or public access within range of potential collapse of unstable structures. 3. Provide, erect, and maintain temporary barriers and security devices. 4. Conduct operations to minimize effects on and interference with adjacent structures and occupants. 5. Do not close or obstruct roadways or sidewalks without permit. 6. Conduct operations to minimize obstruction of public and private entrances and exits; do not obstruct required exits at any time; protect persons using entrances and exits from removal operations. 7. Obtain written permission from owners of adjacent properties when demolition equipment will traverse, infringe upon or limit access to their property. B. Do not begin removal until receipt of notification to proceed from Owner. C. Protect existing structures and other elements that are not to be removed. 1. Provide bracing and shoring. 2. Prevent movement or settlement of adjacent structures. 3. Stop work immediately if adjacent structures appear to be in danger. January 1, 2019 02 4100- 1 General Construction for RCH Elevator Modernization 02 4100 City of Renton DEMOLITION CAG 18-216 3.02 SELECTIVE DEMOLITION FOR ALTERATIONS A. Drawings showing existing construction and utilities are based on casual field observation and existing record documents only. 1. Verify that construction and utility arrangements are as indicated. 2. Report discrepancies to Architect before disturbing existing installation. 3. Beginning of demolition work constitutes acceptance of existing conditions that would be apparent upon examination prior to starting demolition. B. Maintain weatherproof exterior building enclosure except for interruptions required for replacement or modifications; take care to prevent water and humidity damage. C. Remove existing work as indicated and as required to accomplish new work. 1. Remove items indicated on drawings. D. Services (Including but not limited to HVAC, Plumbing, Fire Protection, Electrical, and Telecommunications): Remove existing systems and equipment as indicated. 1. Maintain existing active systems that are to remain in operation; maintain access to equipment and operational components. 2. Where existing active systems serve occupied facilities but are to be replaced with new services, maintain existing systems in service until new systems are complete and ready for service. 3. Verify that abandoned services serve only abandoned facilities before removal. 4. Remove abandoned pipe, ducts, conduits, and equipment, including those above accessible ceilings; remove back to source of supply where possible, otherwise cap stub and tag with identification. E. Protect existing work to remain. 1. Prevent movement of structure; provide shoring and bracing if necessary. 2. Perform cutting to accomplish removals neatly and as specified for cutting new work. 3. Repair adjacent construction and finishes damaged during removal work. 4. Patch as specified for patching new work. 3.03 DEBRIS AND WASTE REMOVAL A. Remove debris,junk, and trash from site. B. Leave site in clean condition, ready for subsequent work. C. Clean up spillage and wind-blown debris from public and private lands. END OF SECTION January 1, 2019 02 4100-2 General Construction for RCH Elevator Modernization 05 5000 City of Renton METAL FABRICATIONS CAG 18-216 SECTION 05 5000 METAL FABRICATIONS PART1 GENERAL 1.01 SECTION INCLUDES A. Shop fabricated steel items. 1.02 REFERENCE STANDARDS A. ANSI A14.3 -American National Standard for Ladders-- Fixed -- Safety Requirements; 2008. B. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2012. C. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products; 2015. D. ASTM A307 - Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI Tensile Strength; 2014. E. AWS D1.1/D1.1 M - Structural Welding Code - Steel; 2015 (with March 2016 Errata). F. SSPC-Paint 15 - Steel Joist Shop Primer/Metal Building Primer; 1999 (Ed. 2004). 1.03 SUBMITTALS A. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size and type of fasteners, and accessories. Include erection drawings, elevations, and details where applicable. PART 2 PRODUCTS 2.01 MATERIALS -STEEL A. Pipe: ASTM A53/A53M, Grade B Schedule 40, black finish. B. Bolts, Nuts, and Washers: ASTM A307, Grade A, plain. C. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities having jurisdiction. 2.02 FABRICATION A. Fit and shop assemble items in largest practical sections, for delivery to site. B. Fabricate items with joints tightly fitted and secured. C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt tight, flush, and hairline. Ease exposed edges to small uniform radius. D. Supply components required for anchorage of fabrications. Fabricate anchors and related components of same material and finish as fabrication, except where specifically noted otherwise. 2.03 FABRICATED ITEMS A. Rain Hood: Galvanized sheet metal; in compliance with ANSE A14.3; with mounting brackets and attachments. inish per 09 90 00. B. Ladders: Steel; in compliance with ANSI A14.3; with mounting brackets and attachments; prime paint finish. 1. Side rails: 1 1/2" diameter schedule 40 pipe. 2. Rungs: 3/4"solid round bar spaced 12" o.c. 3. Space rungs 7 inches (175 mm) from wall surface. 4. Finish per 09 90 00. 2.04 FINISHES -STEEL A. Prime paint steel items. January 1, 2019 05 5000- 1 General Construction for RCH Elevator Modernization 05 5000 City of Renton METAL FABRICATIONS CAG 18-216 B. Prime Painting: One coat. C. Galvanizing of Non-structural Items: Galvanize after fabrication to ASTM A123/A123M requirements. 2.05 FABRICATION TOLERANCES A. Squareness: 1/8 inch (3 mm) maximum difference in diagonal measurements. B. Maximum Offset Between Faces: 1/16 inch (1.5 mm). C. Maximum Misalignment of Adjacent Members: 1/16 inch (1.5 mm). D. Maximum Bow: 1/8 inch (3 mm) in 48 inches (1.2 m). E. Maximum Deviation From Plane: 1/16 inch (1.5 mm) in 48 inches (1.2 m). PART 3 EXECUTION 3.01 EXAMINATION A. Verify that field conditions are acceptable and are ready to receive work. 3.02 PREPARATION A. Clean and strip primed steel items to bare metal where site welding is required. 3.03 INSTALLATION A. Install items plumb and level, accurately fitted, free from distortion or defects. B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until completion of erection and installation of permanent attachments. C. Perform field welding in accordance with AWS D1.1/D1.1 M. D. Obtain approval prior to site cutting or making adjustments not scheduled. 3.04 TOLERANCES A. Maximum Variation From Plumb: 1/4 inch (6 mm) perstory, non-cumulative. B. Maximum Offset From True Alignment: 1/4 inch (6 mm). C. Maximum Out-of-Position: 1/4 inch (6 mm). END OF SECTION January 1, 2019 05 5000-2 General Construction for RCH Elevator Modernization 07 2100 City of Renton THERMAL INSULATION CAG 18-216 SECTION 07 2100 THERMAL INSULATION PART1 GENERAL 1.01 SECTION INCLUDES A. Batt insulation and vapor retarder in exterior wall construction. 1.02 REFERENCE STANDARDS A. ASTM C665- Standard Specification for Mineral-Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing; 2012. B. ASTM E136 - Standard Test Method for Behavior of Materials in a Vertical Tube Furnace At 750 Degrees C; 2016. 1.03 SUBMITTALS A. Product Data: Provide data on product characteristics, performance criteria, and product limitations. B. ABAA Field Quality Control Submittals: Submit third-party reports of testing and inspection required by ABAA QAP. C. Manufacturer's Certificate: Certify that products meet or exceed specified requirements. D. Manufacturer's Installation Instructions: Include information on special environmental conditions required for installation and installation techniques. E. ABAA Manufacturer Qualification: Submit documentation of current evaluation of proposed manufacturer and materials. F. ABAA Installer Qualification: Submit documentation of current contractor accreditation and current installer certification. Keep copies of contractor accreditation and installer certification on site during and after installation. Present on-site documentation upon request. 1.04 QUALITY ASSURANCE A. Air Barrier Association of America (ABAA) Quality Assurance Program (QAP); www.airbarrier.org/#sle: 1. Installer Qualification: Use accredited contractor, certified installers, evaluated materials, and third-party field quality control audit. 2. Manufacturer Qualification: Use evaluated materials from a single manufacturer regularly engaged in air barrier material manufacture. Use secondary materials approved in writing by primary material manufacturer. 1.05 FIELD CONDITIONS A. Do not install insulation adhesives when temperature or weather conditions are detrimental to successful installation. PART 2 PRODUCTS 2.01 APPLICATIONS A. Insulation in Metal Framed Walls: Batt insulation with integral vapor retarder. 2.02 BATT INSULATION MATERIALS A. Glass Fiber Batt Insulation: Flexible preformed batt or blanket, complying with ASTM C665; friction fit. 1. Combustibility: Non-combustible, when tested in accordance with ASTM E136, approved. 2. Facing: Aluminum foil, flame spread 25 rated; one side. 3. Manufacturers: a. CertainTeed Corporation; fibergalss batt: www.certainteed.com/#sle. b. Johns Manville; fiberglass batt: www.jm.com/#sle. January 1, 2019 07 2100- 1 General Construction for RCH Elevator Modernization 07 2100 City of Renton THERMAL INSULATION CAG 18-216 c. Owens Corning Corporation; EcoTouch PINK FIBERGLAS Insulation: www.ocbuildingspec.com/#sle. d. Or approved equal. 2.03 ACCESSORIES A. Tape: Bright aluminum self-adhering type, mesh reinforced, 2 inch (50 mm) wide. B. Insulation Fasteners: Lengths of unfinished, 13 gage, 0.072 inch (1.83 mm) high carbon spring steel with chisel or mitered tips, held in place by tension, length to suit insulation thickness and substrate, capable of securely supporting insulation in place. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that substrate, adjacent materials, and insulation materials are dry and that substrates are ready to receive insulation. B. Verify substrate surfaces are flat, free of honeycomb, fins, irregularities, or materials or substances that may impede adhesive bond. 3.02 BATT INSTALLATION A. Install insulation and vapor retarder in accordance with manufacturer's instructions. B. Install in exterior wall spaces without gaps or voids. Do not compress insulation. C. Trim insulation neatly to fit spaces. Insulate miscellaneous gaps and voids. D. Fit insulation tightly in cavities and tightly to exterior side of inechanical and electrical services within the plane of the insulation. E. Install with factory applied vapor retarder membrane facing warm side of building spaces. Lap ends and side flanges of inembrane over framing members. F. Tape insulation batts in place. G. Tape seal butt ends, lapped flanges, and tears or cuts in membrane. 3.03 PROTECTION A. Do not permit installed insulation to be damaged prior to its concealment. END OF SECTION January 1, 2019 07 2100-2 General Construction for RCH Elevator Modernization 07 6100 City of Renton SHEET METAL CAG 18-216 SECTION 07 6100 SHEET METAL PART1 GENERAL 1.01 SECTION INCLUDES A. Counterflashings. 1.02 REFERENCE STANDARDS A. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc- Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015. B. ASTM C920- Standard Specification for Elastomeric Joint Sealants; 2014a. C. SMACNA (ASMM) -Architectural Sheet Metal Manual; 2012. 1.03 SUBMITTALS A. Shop Drawings: Indicate material profile,jointing pattern,jointing details, fastening methods, flashings, terminations, and installation details. 1.04 QUALITY ASSURANCE A. Perform work in accordance with SMACNA (ASMM) requirements and standard details, except as otherwise noted. B. Installer Qualifications: Company specializing in performing sheet metal roof installations with minimum 3 years of experience. 1.05 WARRANTY A. Correct defective Work within a five year period after Date of Substantial Completion. Defective work includes degradation of inetal finish. B. Provide five year manufacturer warranty for flashings. Warranty shall include degradation of metal finish. PART 2 PRODUCTS 2.01 SHEET MATERIALS A. Galvanized Steel Sheet: ASTM A653/A653M, with G90/Z275 zinc coating; 24 gage, 0.0239 inch (0.61 mm) minimum base metal thickness. 2.02 FABRICATION A. Form sections true to shape, accurate in size, square, and free from distortion or defects. B. Hem exposed edges on underside 1/2 inch (13 mm); miter and seam corners. 2.03 ACCESSORIES A. Fasteners: Galvanized steel, with soft neoprene washers. B. Exposed Sealants: ASTM C920 elastomeric sealant, with minimum movement capability as recommended by manufacturer for sealed substrates; color to match adjacent material. PART 3 EXECUTION 3.01 PREPARATION A. Install starter and edge strips, and cleats before starting installation. B. Back paint concealed metal surfaces and surfaces in contact with dissimilar metals with protective backing paint to a minimum dry film thickness of 15 mil (0.4 mm). 3.02 INSTALLATION -FLASHINGS A. Secure flashings in place using concealed fasteners, and use exposed fasteners only where permitted. B. Cleat and seam all joints. January 1, 2019 07 6100- 1 General Construction for RCH Elevator Modernization 07 6100 City of Renton SHEET METAL ROOFING CAG 18-216 C. Fit flashings tight in place, and make corners square, surfaces true and straight in planes, and lines accurate to profiles. END OF SECTION January 1, 2019 07 6100-2 General Construction for RCH Elevator Modernization 07 8400 City of Renton FIRESTOPPING CAG 18-216 SECTION 07 8400 FIRESTOPPING PART1 GENERAL 1.01 REFERENCE STANDARDS A. ASTM E814 - Standard Test Method for Fire Tests of Penetration Firestop Systems; 2013a. B. ASTM E1966 - Standard Test Method for Fire Resistive Joint Systems; 2007 (Reapproved 2011). C. ITS (DIR) - Directory of Listed Products; current edition. D. FM (AG) - FM Approval Guide; current edition. E. UL 2079 - Standard for Tests for Fire Resistance of Building Joint Systems; Current Edition, Including All Revisions. F. UL (FRD) - Fire Resistance Directory; current edition. 1.02 SUBMITTALS A. Product Data: Provide data on product characteristics, performance ratings, and limitations. B. Manufacturer's Installation Instructions: Indicate preparation and installation instructions. 1.03 QUALITY ASSURANCE A. Fire Testing: Provide firestopping assemblies of designs that provide the scheduled fire ratings when tested in accordance with methods indicated. 1. Listing in UL (FRD), FM (AG), or ITS (DIR) will be considered as constituting an acceptable test report. B. Installer Qualifications: Company specializing in performing the work of this section and: 1. Trained by manufacturer. 1.04 FIELD CONDITIONS A. Comply with firestopping manufacturer's recommendations for temperature and conditions during and after installation; maintain minimum temperature before, during, and forthree days after installation of materials. B. Provide ventilation in areas where solvent-cured materials are being installed. PART 2 PRODUCTS 2.01 MATERIALS A. Manufacturers: 1. 3M Fire Protection Products; fire caulk, rating per adjacent assembly: www.3 m.co m/fi resto p. 2. Hilti, Inc: www.us.hilti.com/#sle. 3. Specified Technologies, Inc.; fire caulk, rating per adjacent assembly: www.stifirestop.com. 4. Or approved equal. B. Primers, Sleeves, Forms, Insulation, Packing, Stuffing, and Accessories: Provide type of materials as required for tested firestopping assembly. 2.02 FIRESTOPPING ASSEMBLY REQUIREMENTS A. Floor-to-Floor, Wall-to-Wall, and Wall-to-Floor Joints, Except Perimeter, Where Both Are Fire- Rated: Use system that has been tested according to ASTM E1966 or UL 2079 to have fire resistance F Rating equal to required fire rating of the assembly in which the joint occurs. 1. Air Leakage: Provide systems that have been tested to show L Rating as indicated. B. Through Penetration Firestopping: Use system that has been tested according to ASTM E814 to have fire resistance F Rating equal to required fire rating of penetrated assembly. January 1, 2019 07 8400- 1 General Construction for RCH Elevator Modernization 07 8400 City of Renton FIRESTOPPING CAG 18-216 1. Air Leakage: Provide systems that have been tested to show L Rating as indicated. 2.03 FIRESTOPPING FOR FLOOR-TO-FLOOR, WALL-TO-FLOOR,AND WALL-TO-WALL JOINTS A. Gypsum Board Walls: 1. Wall to Wall Joints That Have Movement Capabilities (Dynamic): a. 2 Hour Construction: UL System VWV-D-0067; Hilti CP 606 Flexible Firestop Sealant. 2.04 FIRESTOPPING PENETRATIONS THROUGH CONCRETE AND CONCRETE MASONRY CONSTRUCTION A. Penetrations Through Floors By: 1. Uninsulated Metallic Pipe, Conduit, and Tubing: a. 2 Hour Construction: UL System F-A-1016; Hilti CP 680-P/M Cast-In Device. 2. Uninsulated Non-Metallic Pipe, Conduit, and Tubing: a. 2 Hour Construction: UL System F-A-2065; Hilti CP 680-P Cast-In Device. B. Penetrations Through Walls By: 1. Uninsulated Metallic Pipe, Conduit, and Tubing: a. 2 Hour Construction: UL System W-J-1067; Hilti FS-ONE MAX Intumescent Firestop Sealant. 2.05 FIRESTOPPING PENETRATIONS THROUGH GYPSUM BOARD WALLS A. Penetrations By: 1. Uninsulated Metallic Pipe, Conduit, and Tubing: a. 2 Hour Construction: UL System W-L-1054; Hilti FS-ONE MAX Intumescent Firestop Sealant. 2.06 FIRESTOPPING SYSTEMS A. Firestopping at Uninsulated Metallic Pipe and Conduit Penetrations, of diameter 4 inches (100 mm) or less: Caulk or putty. PART 3 EXECUTION 3.01 PREPARATION A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other materials that could adversely affect bond of firestopping material. B. Remove incompatible materials that could adversely affect bond. C. Install backing materials to prevent liquid material from leakage. 3.02 INSTALLATION A. Install materials in manner described in fire test report and in accordance with manufacturer's instructions, completely closing openings. B. Do not cover installed firestopping until inspected by authorities having jurisdiction. 3.03 FIELD QUALITY CONTROL A. Repair or replace penetration firestopping and joints at locations where inspection results indicate firestopping orjoints do not meet specified requirements. 3.04 CLEANING A. Clean adjacent surfaces of firestopping materials. 3.05 PROTECTION A. Protect adjacent surfaces from damage by material installation. END OF SECTION January 1, 2019 07 8400-2 General Construction for RCH Elevator Modernization 07 9200 City of Renton JOINT SEALANTS CAG 18-216 SECTION 07 9200 JOINT SEALANTS PART1 GENERAL 1.01 SECTION INCLUDES A. Nonsag gunnable joint sealants. 1.02 REFERENCE STANDARDS A. ASTM C920- Standard Specification for Elastomeric Joint Sealants; 2014a. B. ASTM C1193- Standard Guide for Use of Joint Sealants; 2016. C. ASTM C1248- Standard Test Method for Staining of Porous Substrate by Joint Sealants; 2008 (Reapproved 2012). 1.03 SUBMITTALS A. Product Data for Sealants: Submit manufacturer's technical data sheets for each product to be used, that includes the following. 1. Physical characteristics, including movement capability, VOC content, hardness, cure time, and color availability. 2. List of backing materials approved for use with the specific product. 3. Substrates that product is known to satisfactorily adhere to and with which it is compatible. 4. Substrates the product should not be used on. B. Product Data for Accessory Products: Submit manufacturer's technical data sheet for each product to be used, including physical characteristics, installation instructions, and recommended tools. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in this section with minimum three years documented experience. 1.05 WARRANTY A. Correct defective work within a five year period after Date of Substantial Completion. B. Warranty: Include coverage for installed sealants and accessories that fail to achieve watertight seal , exhibit loss of adhesion or cohesion, or do not cure. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Self-Leveling Sealants: Pourable or self-leveling sealant that has sufficient flow to form a smooth, level surface when applied in a horizontal joint. 1. BASF Construction Chemicals-Building Systems; exterior and interior sealants: www.buildingsystems.basf.com/#sle. 2. Dow Chemical Company; : consumer.dow.com/en-us/industry/ind-building- construction.html/#sle. 3. Tremco Global Sealants; exterior and interior sealants: www.tremcosealants.com. 4. Sika Corporation; : www.usa-sika.com/#sle. 5. Or approved equal. 2.02 JOINT SEALANT APPLICATIONS A. Scope: 1. Exterior Joints: Seal open joints, whether or not the joint is indicated on drawings, unless specifically indicated not to be sealed. E�eriorjoints to be sealed include, but are not limited to, the following items. a. Wall expansion and control joints. b. Joints between door, window, and other frames and adjacent construction. c. Joints between different exposed materials. January 1, 2019 07 9200- 1 General Construction for RCH Elevator Modernization 07 9200 City of Renton JOINT SEALANTS CAG 18-216 d. Openings below ledge angles in masonry. e. Otherjoints indicated below. 2. Interior Joints: Do not seal interiorjoints unless specifically indicated to be sealed. Interior joints to be sealed include, but are not limited to, the following items. a. Joints between door, window, and other frames and adjacent construction. b. Otherjoints indicated below. 3. Do not seal the following types ofjoints. a. Intentional weepholes in masonry. b. Joints indicated to be treated with manufactured expansion joint cover or some other type of sealing device. c. Joints where sealant is specified to be provided by manufacturer of product to be sealed. d. Joints where installation of sealant is specified in another section. e. Joints between suspended panel ceilings/grid and walls. B. Exterior Joints: Use non-sag non-staining silicone sealant, from approved manufacturer, unless otherwise indicated. C. Interior Joints: Use non-sag polyurethane sealant, unless otherwise indicated. 2.03 NONSAG JOINT SEALANTS A. Non-Staining Silicone Sealant: ASTM C920, Grade NS, Uses M and A; not expected to withstand continuous water immersion or traffic. 1. Movement Capability: Plus and minus 50 percent , minimum. 2. Non-Staining To Porous Stone: Non-staining to light-colored natural stone when tested in accordance with ASTM C1248. 3. Dirt Pick-Up: Reduced dirt pick-up compared to other silicone sealants. 4. Color: Match adjacent finished surfaces. 5. Cure Type: Single-component, neutral moisture curing. B. Polyurethane Sealant: ASTM C920, Grade NS, Uses M and A; single or multi-component; not expected to withstand continuous water immersion or traffic. 1. Movement Capability: Plus and minus 25 percent, minimum. 2. Color: Match adjacent finished surfaces. 3. Service Temperature Range: Minus 40 to 180 degrees F (Minus 40 to 82 degrees C). PART 3 EXECUTION 3.01 EXAMINATION A. Verify that joints are ready to receive work. B. Verify that backing materials are compatible with sealants. 3.02 PREPARATION A. Remove loose materials and foreign matter that could impair adhesion of sealant. B. Clean joints, and prime as necessary, in accordance with manufacturer's instructions. C. Perform preparation in accordance with manufacturer's instructions and ASTM C1193. D. Mask elements and surfaces adjacent to joints from damage and disfigurement due to sealant work; be aware that sealant drips and smears may not be completely removable. 3.03 INSTALLATION A. Perform work in accordance with sealant manufacturer's requirements for preparation of surfaces and material installation instructions. B. Perform installation in accordance with ASTM C1193. C. Install bond breaker backing tape where backer rod cannot be used. D. Install sealant free of air pockets, foreign embedded matter, ridges, and sags, and without getting sealant on adjacent surfaces. January 1, 2019 07 9200-2 General Construction for RCH Elevator Modernization 07 9200 City of Renton JOINT SEALANTS CAG 18-216 E. Do not install sealant when ambient temperature is outside manufacturer's recommended temperature range, or will be outside that range during the entire curing period, unless manufacturer's approval is obtained and instructions are followed. F. Nonsag Sealants: Tool surface concave, unless otherwise indicated; remove masking tape immediately after tooling sealant surface. 3.04 FIELD QUALITY CONTROL A. Remove and replace failed portions of sealants using same materials and procedures as indicated for original installation. END OF SECTION January 1, 2019 07 9200-3 General Construction for RCH Elevator Modernization 09 2116 City of Renton GYPSUM BOARD ASSEMBLIES CAG 18-216 SECTION 09 2116 GYPSUM BOARD ASSEMBLIES PART1 GENERAL 1.01 SECTION INCLUDES A. Performance criteria for gypsum board assemblies. B. Metal stud wall framing. C. Metal channel ceiling framing. D. Gypsum wallboard. E. Joint treatment and accessories. 1.02 REFERENCE STANDARDS A. ASTM C475/C475M - Standard Specification for Joint Compound and Joint Tape for Finishing Gypsum Board; 2015. B. ASTM C645- Standard Specification for Nonstructural Steel Framing Members; 2014. C. ASTM C754 - Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products; 2017. D. ASTM C840 - Standard Specification for Application and Finishing of Gypsum Board; 2016. E. ASTM C954- Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2015. F. ASTM C1002- Standard Specification for Steel Self-Piercing Tapping Screws for Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2016. G. ASTM C1047- Standard Specification for Accessories For Gypsum Wallboard and Gypsum Veneer Base; 2014a. H. ASTM C1396/C1396M - Standard Specification for Gypsum Board; 2014a. I. ASTM E90 - Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements; 2009 (Reapproved 2016). J. ASTM E413 - Classification for Rating Sound Insulation; 2016. K. GA-216 -Application and Finishing of Gypsum Board; 2016. 1.03 SUBMITTALS A. Shop Drawings: Indicate special details associated with fireproofing and acoustic seals. B. Product Data: Provide data on metal framing, gypsum board, accessories, and joint finishing system. 1.04 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing gypsum board installation and finishing, with minimum 5 years of experience. PART 2 PRODUCTS 2.01 GYPSUM BOARD ASSEMBLIES A. Provide completed assemblies complying with ASTM C840 and GA-216. B. Shaft Walls at Elevator Shafts: Provide completed assemblies with the following characteristics: 1. Air Pressure Wthin Shaft: Intermittent loads of 5 Ibf/sq ft (0.24 kPa)with maximum mid- span deflection of L/240. 2. Acoustic Attenuation: STC of 35-39 calculated in accordance with ASTM E413, based on tests conducted in accordance with ASTM E90. January 1, 2019 09 2116- 1 General Construction for RCH Elevator Modernization 09 2116 City of Renton GYPSUM BOARD ASSEMBLIES CAG 18-216 C. Fire Rated Assemblies: Provide completed assemblies with the following characteristics: 1. Fire Rated Partitions: Shaft liner with; 2 hr hour rating. 2.02 METAL FRAMING MATERIALS A. Manufacturers - Metal Framing, Connectors, and Accessories: 1. Clarkwestern Dietrich Building Systems LLC; S163: www.clarkdietrich.com/#sle. 2. Marino; CW/SW: www.marinoware.com/#sle. 3. CEMCO: www.cemcosteel.com. 4. Or approved equal. B. Non-Loadbearing Framing System Components: ASTM C645; galvanized sheet steel, of size and properties necessary to comply with ASTM C754 for the spacing indicated, with maximum deflection of wall framing of L/120 at 5 psf(L/120 at 240 Pa). 1. Studs: "C" shaped with flat or formed webs with knurled faces. 2. Runners: U shaped, sized to match studs. 3. Ceiling Channels: C-shaped. 4. Resilient Furring Channels: 1/2 inch (12 mm) depth, for attachment to substrate through both legs; both legs expanded metal mesh. C. Shaft Wall Studs and Accessories: ASTM C645; galvanized sheet steel, of size and properties necessary to comply with ASTM C754 and specified performance requirements. D. Ceiling Hangers: Type and size as specified in ASTM C754 for spacing required. 2.03 BOARD MATERIALS A. Manufacturers - Gypsum-Based Board: 1. American Gypsum Company; 5/8"type X: www.americangypsum.com/#sle. 2. CertainTeed Corporation; 5/8"type X: www.certainteed.com/#sle. 3. Georgia-Pacific Gypsum; 5/8"type X: www.gpgypsum.com/#sle. 4. USG Corporation; 5/8"type X: www.usg.com/#sle. B. Gypsum Wallboard: Paper-faced gypsum panels as defined in ASTM C1396/C1396M; sizes to minimize joints in place; ends square cut. 1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated. 2. Thickness: a. Multi-LayerAssemblies: Thicknesses as indicated on drawings. 3. Paper-Faced Products: a. American Gypsum Company; FireBloc Type X Gypsum Wallboard. b. Georgia-Pacific Gypsum; ToughRock Fireguard X. c. Or approved equal.. C. Shaftwall and Coreboard: Type X; 1 inch (25 mm) thick by 24 inches (610 mm) wide, beveled long edges, ends square cut. 1. Paper Faced Type: Gypsum shaftliner board or gypsum coreboard as defined ASTM C1396/C1396M; water-resistant faces. 2. Products: a. American Gypsum Company; M-Bloc Shaft Liner. b. American Gypsum Company; Shaft Liner. c. Georgia-Pacific Gypsum; ToughRock Shaftliner. d. Or approved equal.. 2.04 ACCESSORIES A. Finishing Accessories: ASTM C1047, galvanized steel or rolled zinc, unless noted otherwise. 1. Types: As detailed or required for finished appearance. 2. Products: a. Same manufacturer as framing materials. B. Joint Materials: ASTM C475/C475M and as recommended by gypsum board manufacturer for project conditions. January 1, 2019 09 2116-2 General Construction for RCH Elevator Modernization 09 2116 City of Renton GYPSUM BOARD ASSEMBLIES CAG 18-216 1. Tape: 2 inch (50 mm)wide, coated glass fiber tape forjoints and corners, except as otherwise indicated. 2. Ready-mixed vinyl-based joint compound. C. Screws for Fastening of Gypsum Panel Products to Cold-Formed Steel Studs Less than 0.033 inch (0.84 mm) in Thickness and Wood Members: ASTM C1002; self-piercing tapping screws, corrosion resistant. D. Screws for Fastening of Gypsum Panel Products to Steel Members from 0.033 to 0.112 inch (0.84 to 2.84 mm) in Thickness: ASTM C954; steel drill screws, corrosion resistant. E. Anchorage to Substrate: Tie wire, nails, screws, and other metal supports, of type and size to suit application; to rigidly secure materials in place. PART 3 EXECUTION 3.01 EXAMINATION A. Verify that project conditions are appropriate for work of this section to commence. 3.02 SHAFT WALL INSTALLATION A. Shaft Wall Framing: Install in accordance with manufacturer's installation instructions. 1. Install studs at spacing required to meet performance requirements. B. Shaft Wall Liner: Cut panels to accurate dimension and install sequentially between special friction studs. 3.03 FRAMING INSTALLATION A. Metal Framing: Install in accordance with ASTM C754 and manufacturer's instructions. B. Suspended Ceilings and Soffits: Space framing and furring members as indicated. C. Studs: Space studs at 16 inches on center(at 406 mm on center). 1. Extend partition framing to structure where indicated and to ceiling in other locations. 2. Partitions Terminating at Ceiling: Attach ceiling runner securely to ceiling track in accordance with manufacturer's instructions. 3.04 BOARD INSTALLATION A. Comply with ASTM C840, GA-216, and manufacturer's instructions. Install to minimize butt end joints, especially in highly visible locations. B. Fire-Rated Construction: Install gypsum board in strict compliance with requirements of assembly listing. 3.05 INSTALLATION OF TRIM AND ACCESSORIES A. Control Joints: Place control joints consistent with lines of building spaces and as indicated. B. Corner Beads: Install at external corners, using longest practical lengths. 3.06 JOINT TREATMENT A. Finish gypsum board in accordance with levels defined in ASTM C840, as follows: 1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless otherwise indicated. 2. Level 1: Fire rated wall areas above finished ceilings, whether or not accessible in the completed construction. B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. 1. Feather coats ofjoint compound so that camber is maximum 1/32 inch (0.8 mm). 3.07 TOLERANCES A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in 10 feet (3 mm in 3 m) in any direction. END OF SECTION January 1, 2019 09 2116-3 General Construction for RCH Elevator Modernization 09 2236 City of Renton LATH CAG 18-216 SECTION 09 2236 LATH PART1 GENERAL 1.01 SECTION INCLUDES A. Metal lath for cement and gypsum plaster. B. Furring for metal lath. 1.02 REFERENCE STANDARDS A. ASTM C847- Standard Specification for Metal Lath; 2014a. B. ASTM C954- Standard Specification for Steel Drill Screws for the Application of Gypsum Panel Products or Metal Plaster Bases to Steel Studs From 0.033 in. (0.84 mm) to 0.112 in. (2.84 mm) in Thickness; 2015. C. ASTM C1002- Standard Specification for Steel Self-Piercing Tapping Screws for Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel Studs; 2016. 1.03 SUBMITTALS A. Product Data: Provide data on furring and lathing components, structural characteristics, material limitations, and finish. 1.04 QUALITY ASSURANCE A. Installer Qualifications: Company specializing in performing the work of this section with at least three years of documented experience. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Metal Lath and Accessories: 1. Cemco; paper-backed expanded metal lath: www.cemcosteel.com/#sle. 2. Clarkwestern Dietrich Building Systems LLC; diamond mesh lath: www.clarkdietrich.com/#sle. 3. Phillips Manufacturing Co; Paperback Lath: www.phillipsmfg.com/#sle. 4. Or approved equal. 2.02 FRAMING AND LATH ASSEMBLIES A. Provide completed assemblies with the following characteristics: 1. Maximum Deflection of Vertical Assemblies: 1:360 under lateral point load of 100 Ibs (445 N). 2. Maximum Deflection of Horizontal Assemblies: 1:240 deflection under dead loads and wind uplift. 2.03 FRAMING MATERIALS A. Furring Channels: Formed steel, minimum 0.020 inch (0.5 mm) thick, 3/8 inch (10 mm) deep by 7/8 inch (22 mm) high, splicing permitted; galvanized. B. Lateral Bracing: Formed steel, minimum 0.060 inch (1.5 mm)thick, size and length as required; galvanized. 2.04 LATH A. Diamond Mesh Metal Lath: ASTM C847, galvanized; self-furring. 1. Weight: To suit application and as specified in ASTM C841 or ASTM C1063 for framing spacing. 2. Weight: 2.5 Ib/sq yd (1.4 kg/sq m). B. Beads, Screeds, Joint Accessories, and Other Trim: Depth governed by plaster thickness, and maximum possible lengths. January 1, 2019 09 2236- 1 General Construction for RCH Elevator Modernization 09 2236 City of Renton LATH CAG 18-216 2.05 ACCESSORIES A. Fasteners: Self-piercing tapping screws; ASTM C1002 or ASTM C954. B. Tie Wre: Annealed galvanized steel. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Verify that substrates are ready to receive work and conditions are suitable for application. C. Do not begin until unacceptable conditions have been corrected. D. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding. 3.02 INSTALLATION -GENERAL A. Install metal lath and furring for Portland cement plaster in accordance with ASTM C1063. 3.03 WALL FURRING INSTALLATION A. Install furring channels horizontally; secure with fasteners on alternate channel flanges at maximum 24 inches (600 mm) on center. B. Space furring channels maximum 16 inches (400 mm) on center, and not more than 4 inches (100 mm) away from floor and ceiling lines. 3.04 LATH INSTALLATION A. Continuously reinforce internal angles with corner mesh, except where the metal lath returns 3 inches (75 mm) from corner to form the angle reinforcement; fasten at perimeter edges only. B. Place corner bead at external wall corners; fasten at outer edges of lath only. C. Place base screeds at termination of plaster areas; secure rigidly in place. D. Place lath vertically above each top corner and each side of door frames to 6 inches (150 mm) above ceiling line. E. Place casing beads at terminations of plaster finish. Butt and align ends. Secure rigidly in place. F. Place additional strip mesh diagonally at corners of lathed openings. Secure rigidly in place. END OF SECTION January 1, 2019 09 2236-2 General Construction for RCH Elevator Modernization 09 2400 City of Renton CEMENT PLASTERING CAG 18-216 SECTION 09 2400 CEMENT PLASTERING PART1 GENERAL 1.01 SECTION INCLUDES A. Cement plastering. 1.02 RELATED REQUIREMENTS A. Section 09 2236 - Lath: Lath, furring, beads, screeds, and joint accessories for plaster base. 1.03 REFERENCE STANDARDS A. ASTM C150/C150M - Standard Specification for Portland Cement; 2016. B. ASTM C207- Standard Specification for Hydrated Lime for Masonry Purposes; 2006 (Reapproved 2011). C. ASTM C897 - Standard Specification for Aggregate for Job-Mixed Portland Cement-Based Plasters; 2015. D. ASTM C926 - Standard Specification for Application of Portland Cement-Based Plaster; 2016b. 1.04 SUBMITTALS A. Product Data: Provide data on plaster materials and trim accessories. 1.05 FIELD CONDITIONS A. Exterior Plaster Work: Do not apply plaster when substrate or ambient air temperature is 40 degrees F (4 degrees C) or lower, or when temperature is expected to drop below 40 degrees F (4 degrees C) within 48 hours of application. PART 2 PRODUCTS 2.01 CEMENT PLASTER APPLICATIONS A. Lath Plaster Base: Metal lath. 1. Plaster Type: Factory prepared plaster mix. 2. Number of Coats: Three. 3. First Coat: Apply to a nominal thickness of 3/8 inch (9 mm). 4. Second Coat: Apply to a nominal thickness of 3/8 inch (9 mm). 5. Finish Coat: Apply to a nominal thickness of 1/8 inch (3 mm). 2.02 FACTORY PREPARED CEMENT PLASTER A. Exterior Portland cement plaster system made of scratch and brown base coat, leveling coat with reinforcing mesh, and acrylic finish coat; install in accordance with ASTM C926. 1. Manufacturer- Basis of Design: a. LaHabra; FastWall 300: www.lahabrastucco.com/#sle. b. Parex USA, Inc; Armourwall 300: www.parexusa.com/#sle. 2. Other Acceptable Manufacturers: a. Master Wall, Inc; Cemplaster Fiberstucco: www.masterwall.com/#sle. b. Or approved equal.. B. Premixed One-Coat Base: Mixture of Type I Portland cement complying with ASTM C150/C150M, hydrated lime complying with ASTM C207, fibers and other approved ingredients; install in accordance with ASTM C926. C. Premixed Leveling Coat: Acrylic polymer-based blend approved for use with plaster manufacturer's base coat and finish materials. D. Premixed Finish Coating: Same product as base coat. 2.03 JOBSITE MIXED CEMENT PLASTER A. Materials: January 1, 2019 09 2400- 1 General Construction for RCH Elevator Modernization 09 2400 City of Renton CEMENT PLASTERING CAG 18-216 1. Sand: Clean, well graded, and complying with ASTM C897. 2. Water: Clean, fresh, potable, and free of mineral or organic matter that could adversely affect plaster. B. Plaster Mixes: Proportioned in accordance with ASTM C926; parts by volume. 1. First Coat Over Lath: a. Minimum 2-1/2 parts and maximum 4 parts sand, per total volume of cementitious materials. 2. Second Coat: Same mixture as first coat, without fiber reinforcement, except minimum 3 parts and maximum 5 parts sand. 2.04 ACCESSORIES A. Lath: As specified in Section 09 2236. B. Beads, Screeds, and Joint Accessories: As specified in Section 09 2236. C. Reinforcing Mesh: 4.5 oz/sq yd (153 g/sq m) alkali-resistant mesh. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions are acceptable prior to starting this work. B. Verify lath is flat, secured to substrate, and joint and surface perimeter accessories are properly in place. 3.02 MIXING A. Mix only as much plaster as can be used prior to initial set. B. Mix materials dry, to uniform color and consistency, before adding water. C. Protect mixtures from frost or freezing temperatures, contamination, and excessive evaporation. 3.03 APPLICATION A. Apply plaster in accordance with manufacturer's written instructions and comply with ASTM C926. B. Leveling Coat: 1. Apply leveling coat to specified thickness. 2. Fully embed reinforcing mesh in leveling coat. C. Finish Coats: 1. Cement Plaster: a. Apply with sufficient material and pressure to ensure complete coverage of base to specified thickness. b. Apply desired surface texture while mix is still workable. 3.04 TOLERANCES A. Maximum Variation from True Flatness: 1/4 inch in 10 feet (6 mm in 3 m). 3.05 REPAIR A. Patching: Remove loose, damaged or defective plaster and replace with plaster of same composition; finish to match surrounding area. END OF SECTION January 1, 2019 09 2400-2 General Construction for RCH Elevator Modernization 09 9000 City of Renton PAINTING AND COATING CAG 18-216 SECTION 09 9000 PAINTING AND COATING PART1 GENERAL 1.01 SECTION INCLUDES A. Surface preparation. B. Field application of paints. C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory-finished and unless otherwise indicated, including the following: 1. Elevator machine room floor. 2. Elevator pits. 3. Wood baseboards in lobbies at two lowest landings. 4. Interior gypsum wall at elevator machine room. 5. Exterior plaster wall at penthouse. D. Do Not Paint or Finish the Following Items: 1. Items fully factory-finished unless specifically so indicated; materials and products having factory-applied primers are not considered factory finished. 2. Items indicated to receive other finishes. 3. Items indicated to remain unfinished. 4. Fire rating labels, equipment serial number and capacity labels, and operating parts of equipment. 5. Glass. 6. Concealed pipes, ducts, and conduits. 1.02 REFERENCE STANDARDS A. 40 CFR 59, Subpart D- National Volatile Organic Compound Emission Standards for Architectural Coatings; U.S. Environmental Protection Agency; current edition. B. ASTM D4442- Standard Test Methods for Direct Moisture Content Measurement of Wood and Wood-Based Materials; 2015. 1.03 SUBMITTALS A. Product Data: Provide complete list of all products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "alkyd enamel"). 2. MPI product number(e.g. MPI #47). 3. Cross-reference to specified paint system(s) product is to be used in; include description of each system. B. Samples: Submit three paper"draw down"samples, 8-1/2 by 11 inches (216 by 279 mm) in size, illustrating range of colors available for each finishing product specified. 1. Where sheen is specified, submit samples in only that sheen. 2. Where sheen is not specified, discuss sheen options with Architect before preparing samples, to eliminate sheens definitely not required. C. Maintenance Data: Submit data including finish schedule showing where each product/color/finish was used, product technical data sheets, material safety data sheets (MSDS), care and cleaning instructions, touch-up procedures, repair of painted and coated surfaces, and color samples of each color and finish used. 1.04 DELIVERY, STORAGE,AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. January 1, 2019 09 9000- 1 General Construction for RCH Elevator Modernization 09 9000 City of Renton PAINTING AND COATING CAG 18-216 B. Container Label: Include manufacturer's name, type of paint, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Paint Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C) and a maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by manufacturer's instructions. 1.05 FIELD CONDITIONS A. Do not apply materials when surface and ambient temperatures are outside the temperature ranges required by the paint product manufacturer. B. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. C. Provide lighting level of 80 ft candles (860 Ix) measured mid-height at substrate surface. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Provide all paint and coating products used in any individual system from the same manufacturer; no exceptions. B. Paints: 1. Behr Process Corporation: www.behr.com/#sle. 2. Benjamin Moore &Co: www.benjaminmoore.com/#sle. 3. Sherwin-Wlliams Company: www.sherwin-williams.com/#sle. 4. Or approved alternate. 2.02 PAINTS AND COATINGS -GENERAL A. Paints and Coatings: Ready mixed, unless intended to be a field-catalyzed coating. 1. Provide paints and coatings of a soft paste consistency, capable of being readily and uniformly dispersed to a homogeneous coating, with good flow and brushing properties, and capable of drying or curing free of streaks or sags. 2. Supply each coating material in quantity required to complete entire project's work from a single production run. 3. Do not reduce, thin, or dilute coatings or add materials to coatings unless such procedure is specifically described in manufacturer's product instructions. B. Primers: As follows unless other primer is required or recommended by manufacturer of top coats; where the manufacturer offers options on primers for a particular substrate, use primer categorized as "best" by the manufacturer. 1. Gypsum Board: Interior Latex Primer Sealer; MPI #50. 2. Concrete: Alkali Resistant Water Based Primer; MPI #3. C. Volatile Organic Compound (VOC) Content: 1. Provide coatings that comply with the most stringent requirements specified in the following: a. 40 CFR 59, Subpart D--National Volatile Organic Compound Emission Standards for Architectural Coatings. 2. Determination of VOC Content: Testing and calculation in accordance with 40 CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base and water added at project site; or other method acceptable to authorities having jurisdiction. D. Colors: To be selected from manufacturer's full range of available colors. 1. Selection to be made by Architect after award of contract. 2.03 PAINT SYSTEMS -EXTERIOR A. Paint E-OP -All Exterior Surfaces Indicated to be Painted, Unless Otherwise Indicated: Including Cement Paster Patch. 1. Preparation as specified by manufacturer. 2. Two top coats and one coat primer recommended by manufacturer. January 1, 2019 09 9000-2 General Construction for RCH Elevator Modernization 09 9000 City of Renton PAINTING AND COATING CAG 18-216 3. Top Coat(s): Exterior High Build Latex; MPI #40. 2.04 PAINT SYSTEMS -INTERIOR A. Paint I-OP- All Interior Surfaces Indicated to be Painted, Unless Otherwise Indicated: Including gypsum board, concrete, brick, and wood. 1. Two top coats and one coat primer. 2. Primer(s): As recommended by manufacturer of top coats. B. Paint I-OP-FL- Concrete Floors Indicated to be Painted. 1. Two top coats and one coat primer. C. Paint WI-OP-3A-Wood, Opaque, Alkyd, 3 Coat: 1. One coat alkyd primer sealer. 2. Semi-gloss: Two coats of alkyd enamel; or per manufacturer's recommendation. D. Paint GI-OP-3A- Gypsum Board/Plaster, Alkyd, 3 Coat: 1. One coat of alkyd primer sealer. 2.05 ACCESSORY MATERIALS A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials required to achieve the finishes specified whether specifically indicated or not; commercial quality. B. Patching Material: Latex filler. C. Fastener Head Cover Material: Latex filler. PART 3 EXECUTION 3.01 EXAMINATION A. Do not begin application of coatings until substrates have been properly prepared. B. Verify that surfaces are ready to receive work as instructed by the product manufacturer. C. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. D. Test shop-applied primer for compatibility with subsequent cover materials. E. Measure moisture content of surfaces using an electronic moisture meter. Do not apply finishes unless moisture content of surfaces are below the following maximums: 1. Gypsum Wallboard: 12 percent. 2. Masonry, Concrete, and Concrete Unit Masonry: 12 percent. 3. Interior Wood: 15 percent, measured in accordance with ASTM D4442. 4. Concrete Floors and Traffic Surfaces: 8 percent. 3.02 PREPARATION A. Clean surfaces thoroughly and correct defects prior to coating application. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. C. Remove or mask surface appurtenances, including electrical plates, hardware, light fixture trim, escutcheons, and fittings, prior to preparing surfaces or finishing. D. Seal surfaces that might cause bleed through or staining of topcoat. E. Remove mildew from impervious surfaces by scrubbing with solution of tetra-sodium phosphate and bleach. Rinse with clean water and allow surface to dry. F. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar, scale, salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of tri-sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering of corroding metals with a solution of sodium metasilicate after thoroughly wetting with water. Allow to dry. G. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot prime defects after repair. January 1, 2019 09 9000-3 General Construction for RCH Elevator Modernization 09 9000 City of Renton PAINTING AND COATING CAG 18-216 H. Concrete Floors and Traffic Surfaces to be Painted: Remove contamination, acid etch, and rinse floors with clear water. Verify required acid-alkali balance is achieved. Allow to dry. I. Interior Wood Surfaces to Receive Opaque Finish: Wipe off dust and grit prior to priming. Seal knots, pitch streaks, and sappy sections with sealer. Fill nail holes and cracks after primer has dried; sand between coats. Back prime concealed surfaces before installation. 3.03 APPLICATION A. Apply products in accordance with manufacturer's instructions. B. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next coat is applied. C. Apply each coat to uniform appearance. D. Sand wood and metal surfaces lightly between coats to achieve required finish. E. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles just prior to applying next coat. F. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings removed prior to finishing. 3.04 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. 3.05 PROTECTION A. Protect finished coatings until completion of project. B. Touch-up damaged coatings after Substantial Completion. END OF SECTION January 1, 2019 09 9000-4 General Construction for RCH Elevator Modernization 09 9600 City of Renton HIGH-PERFORMANCE COATINGS CAG 18-216 SECTION 09 9600 HIGH-PERFORMANCE COATINGS PART1 GENERAL 1.01 SECTION INCLUDES A. High performance coatings. 1. Elevator pit ladders. 2. Exterior sheet metal flashings. B. Surface preparation. 1.02 REFERENCE STANDARDS A. MPI (APSM) - Master Painters Institute Architectural Painting Specification Manual; Current Edition, www.paintinfo.com. B. SSPC-SP 1 - Solvent Cleaning; 2015. C. SSPC-SP 6 - Commercial Blast Cleaning; 2007. 1.03 SUBMITTALS A. See Section 01 3000 -Administrative Requirements for submittal procedures. B. Product Data: Provide complete list of all products to be used, with the following information for each: 1. Manufacturer's name, product name and/or catalog number, and general product category (e.g. "alkyd enamel"). 2. MPI product number(e.g. MPI #47). 3. Cross-reference to specified coating system(s) product is to be used in; include description of each system. C. Samples: Submit two samples 8 by 8 inch (203 by 203 mm) in size illustrating colors available for selection. 1.04 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum three years documented experience. 1.05 DELIVERY, STORAGE,AND HANDLING A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability. B. Container Label: Include manufacturer's name, type of coating, brand name, lot number, brand code, coverage, surface preparation, drying time, cleanup requirements, color designation, and instructions for mixing and reducing. C. Coating Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C) and a maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by manufacturer's instructions. 1.06 FIELD CONDITIONS A. Follow manufacturer's recommended procedures for producing best results, including testing of substrates, moisture in substrates, and humidity and temperature limitations. B. Do not install materials when temperature is below 55 degrees F (13 degrees C) or above 90 degrees F (32 degrees C). C. Maintain this temperature range, 24 hours before, during, and 72 hours after installation of coating. D. Restrict traffic from area where coating is being applied or is curing. 1.07 WARRANTY A. Correct defective Work within a five year period after Date of Substantial Completion. January 1, 2019 09 9600- 1 General Construction for RCH Elevator Modernization 09 9600 City of Renton HIGH-PERFORMANCE COATINGS CAG 18-216 PART 2 PRODUCTS 2.01 MANUFACTURERS A. High-Performance Coatings: 1. Tnemec Company, Inc; Enduratone: www.tnemec.com. 2. Or approved equal. 2.02 HIGH-PERFORMANCE COATINGS A. Provide coating systems that meet the following minimum performance criteria, unless more stringent criteria are specified: 2.03 TOP COAT MATERIALS A. Coatings - General: Provide complete multi-coat systems formulated and recommended by manufacturer for the applications indicated, in the thicknesses indicated; number of coats specified does not include primer or filler coat. B. High-Build Epoxy Coating self priming: 1. Number of Coats: Two. 2. Product Characteristics: a. Dry film thickness, per coat, 3 ml DFT, minimum. b. Comply with the performance requirements specified above for severe exposure. 3. Top Coat(s): Epoxy, High-Build; MPI #98. a. Products: 1) Tnemec Series 1029 Ednuratone. C. Shellac: Pure, white type. 2.04 ACCESSORY MATERIALS A. Accessory Materials: Provide all primers, sealers, cleaning agents, cleaning cloths, sanding materials, and clean-up materials as required for final completion of coated surfaces. PART 3 EXECUTION 3.01 EXAMINATION A. Verify existing conditions before starting work. B. Do not begin application of coatings until substrates have been properly prepared. C. Verify that substrate surfaces are ready to receive work as instructed by the coating manufacturer. Obtain and follow manufacturer's instructions for examination and testing of substrates. D. Examine surfaces scheduled to be finished prior to commencement of work. Report any condition that may potentially affect proper application. 3.02 PREPARATION A. Clean surfaces of loose foreign matter. B. Remove substances that would bleed through finished coatings. If unremovable, seal surface with shellac. C. Remove finish hardware, fixture covers, and accessories and store. D. Ferrous Metal: 1. Solvent clean according to SSPC-SP1. 2. Remove rust, loose mill scale, and other foreign substances using using methods recommended in writing by paint manufacturer and blast cleaning according to SSPC-SP 6 "Commercial Blast Cleaning", and protect from corrosion until coated. E. Protect adjacent surfaces and materials not receiving coating from spatter and overspray; mask if necessary to provide adequate protection. Repair damage. January 1, 2019 09 9600-2 General Construction for RCH Elevator Modernization 09 9600 City of Renton HIGH-PERFORMANCE COATINGS CAG 18-216 3.03 PRIMING A. Apply primerto all surfaces, unless specifically not required by coating manufacturer. Apply in accordance with coating manufacturer's instructions. 3.04 COATING APPLICATION A. Apply coatings in accordance with manufacturer's written instructions, to thicknesses specified and recommendations in "MPI Architectural Painting and Specification Manual". B. Apply in uniform thickness coats, without runs, drips, pinholes, brush marks, or variations in color, texture, or finish. Finish edges, crevices, corners, and other changes in dimension with full coating thickness. 3.05 CLEANING A. Collect waste material that could constitute a fire hazard, place in closed metal containers, and remove daily from site. B. Clean surfaces immediately of overspray, splatter, and excess material. C. After coating has cured, clean and replace finish hardware, fixtures, and fittings previously removed. 3.06 PROTECTION A. Protect finished work from damage. END OF SECTION January 1, 2019 09 9600-3 General Construction for RCH Elevator Modernization 10 4400 City of Renton FIRE PROTECTION SPECIALTIES CAG 18-216 SECTION 10 4400 FIRE PROTECTION SPECIALTIES PART1 GENERAL 1.01 SECTION INCLUDES A. Fire extinguishers. B. Accessories. 1.02 REFERENCE STANDARDS A. NFPA 10 - Standard for Portable Fire E�inguishers; 2013. 1.03 SUBMITTALS A. Manufacturer's Installation Instructions: Indicate special criteria and wall opening coordination requirements. B. Maintenance Data: Include test, refill or recharge schedules and re-certification requirements. PART 2 PRODUCTS 2.01 MANUFACTURERS A. Fire Extinguishers: 1. Ansul, a Tyco Business; fire extinguisher: www.ansul.com/#sle. 2. Kidde, a unit of United Technologies Corp; fire extinguisher: www.kidde.com/#sle. 3. Pyro-Chem, a Tyco Business; fire extinguisher: www.pyrochem.com/#sle. 4. Or approved equal. B. Fire Extinguisher Cabinets and Accessories: 1. Ansul, a Tyco Business; fire extinguisher hanger: www.ansul.com/#sle. 2. Kidde, a unit of United Technologies Corp; fire extinguisher hanger: www.kidde.com/#sle. 3. Pyro-Chem, a Tyco Business; fire extinguisher hanger: www.pyrochem.com/#sle. 4. Or approved equal. 2.02 FIRE EXTINGUISHERS A. Fire Extinguishers - General: Comply with product requirements of NFPA 10 and applicable codes, whichever is more stringent. B. Multipurpose Dry Chemical Type Fire Extinguishers: Carbon steel tank, with pressure gauge. 1. Class: A:B:C type. 2. Size: 5 pound (2.27 kg). 3. Finish: Baked polyester powder coat, red color. 4. Temperature range: Minus 40 degrees F (Minus 40 degrees C)to 120 degrees F (49 degrees C). 2.03 ACCESSORIES A. Extinguisher Brackets: Formed steel, galvanized and enamel finished. PART 3 EXECUTION 3.01 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Secure rigidly in place. END OF SECTION January 1, 2019 10 4400- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0500 City of Renton COMMON WORK RESULTS CAG 18-216 FOR ELECTRICAL SECTION 26 0500 - COMMON WORK RESULTS FOR ELECTRICAL PART 1 -GENERAL 1.01 SCOPE OF WORK A. Section Includes: 1. Sleeves for raceways. 2. Sleeve seals. 3. Grout. 4. Common electrical installation requirements. 1.02 GENERAL REQUIREMENTS—NOT USED 1.03 REFERENCE STANDARDS— NOT USED 1.04 SUBMITTALS A. Refer to Division 01 for Submittal Procedures. B. Product Data: For sleeve seals. 1.05 QUALITY ASSURANCE— NOT USED 1.06 DEFINITIONS— NOT USED PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS A. SLEEVES FOR RACEWAYS AND CABLES 1. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel, plain ends. January 1, 2019 26 0500- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0500 City of Renton COMMON WORK RESULTS CAG 18-216 FOR ELECTRICAL 2. Sleeves for Rectangular Openings: Galvanized sheet steel. a. Minimum Metal Thickness: 1) For sleeve cross-section rectangle perimeter less than 50 inches and no side more than 16 inches, thickness shall be 0.052 inch 2) For sleeve cross-section rectangle perimeter equal to, or more than, 50 inches and 1 or more sides equal to, or more than, 16 inches, thickness shall be 0.138 inch. B. GROUT 1. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107, factory-packaged, nonmetallic aggregate grout, noncorrosive, nonstaining, mixed with water to consistency suitable for application and a 30-minute working time. PART 3 - EXECUTION 3.01 GENERAL A. COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION 1. Comply with NECA 1. 2. Measure indicated mounting heights to bottom of unit for suspended items and to center of unit for wall-mounting items. 3. Headroom Maintenance: If mounting heights or other location criteria are not indicated, arrange and install components and equipment to provide maximum possible headroom consistent with these requirements. 4. Equipment: Install to facilitate service, maintenance, and repair or replacement of components of both electrical equipment and other nearby installations. Connect in such a way as to facilitate future disconnecting with minimum interference with other items in the vicinity. 5. Right of Way: Give to piping systems installed at a required slope. 3.02 FIELD QUALITY CONTROL— NOT USED 3.03 INSTALLATION A. SLEEVE INSTALLATION FOR ELECTRICAL PENETRATIONS 1. Electrical penetrations occur when raceways, cables, wireways, cable trays, or busways penetrate concrete slabs, concrete or masonry walls, or fire-rated floor and wall assemblies. 2. Concrete Slabs and Walls: Install sleeves for penetrations unless core-drilled holes or formed openings are used. Install sleeves during erection of slabs and walls. 3. Use pipe sleeves unless penetration arrangement requires rectangular sleeved opening. 4. Fire-Rated Assemblies: Install sleeves for penetrations of fire-rated floor and wall assemblies unless openings compatible with firestop system used are fabricated during construction of floor or wall. 5. Cut sleeves to length for mounting flush with both surfaces of walls. 6. Extend sleeves installed in floors 2 inches above finished floor level. 7. Size pipe sleeves to provide 1/4-inch annular clear space between sleeve and raceway or cable, unless indicated otherwise. 8. Seal space outside of sleeves with grout for penetrations of concrete and masonry January 1, 2019 26 0500-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0500 City of Renton COMMON WORK RESULTS CAG 18-216 FOR ELECTRICAL 9. Promptly pack grout solidly between sleeve and wall so no voids remain. Tool exposed surfaces smooth; protect grout while curing. 10. Interior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between sleeve and raceway or cable, using joint sealant appropriate for size, depth, and location ofjoint. Comply with requirements in Division 07 Section "Sealants.". 11. Fire-Rated-Assembly Penetrations: Maintain indicated fire rating of walls, partitions, ceilings, and floors at raceway and cable penetrations. Install sleeves and seal raceway and cable penetration sleeves with firestop materials. Comply with requirements in Division 07 Section "Firestopping." 12. Roof-Penetration Sleeves: Seal penetration of individual raceways and cables with flexible boot-type flashing units applied in coordination with roofing work. 13. Aboveground, Exterior-Wall Penetrations: Seal penetrations using steel pipe sleeves and mechanical sleeve seals. Select sleeve size to allow for 1-inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. B. FIRESTOPPING 1. Apply firestopping to penetrations of fire-rated floor and wall assemblies for electrical installations to restore original fire-resistance rating of assembly. Firestopping materials and installation requirements are specified in Division 07 Section "Firestopping." 3.04 CLEANING AND PROTECTION— NOT USED 3.05 TESTING REQUIREMENTS— NOT USED END OF SECTION 26 05 00 January 1, 2019 26 0500-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0519 City of Renton LOW-VOLTAGE ELECTRICAL CAG 18-216 POWER CONDUCTORS AND CABLES SECTION 26 0519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES PART 1 -GENERAL 1.01 SCOPE OF WORK A. This Section includes the following: 1. Building wires and cables rated 600 V and less. 2. Connectors, splices, and terminations rated 600 V and less. 1.02 GENERAL REQUIREMENTS—NOT USED 1.03 REFERENCE STANDARDS— NOT USED 1.04 SUBMITTALS A. Refer to Division 01 for Submittal Procedures B. Product Data: For each type of product indicated. C. Field quality-control test reports. 1.05 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. 1.06 DEFINITIONS— NOT USED January 1, 2019 26 0519- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0519 City of Renton LOW-VOLTAGE ELECTRICAL CAG 18-216 POWER CONDUCTORS AND CABLES PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS A. CONDUCTORS AND CABLES 1. Copper Conductors: Comply with NEMA WC 70. 2. Conductor Insulation: Comply with NEMA WC 70 for Types THHN-THWN. 3. Aluminum conductors are not allowed. B. CONNECTORS AND SPLICES 1. Available Manufacturers: a. Hubbell Power Systems, Inc. b. O-Z/Gedney; EGS Electrical Group LLC. c. 3M; Electrical Products Division. d. Tyco Electronics Corp. 2. Description: Factory-fabricated connectors and splices of size, ampacity rating, material, type, and class for application and service indicated. PART 3 -EXECUTION 3.01 GENERAL A. CONDUCTOR MATERIAL APPLICATIONS 1. Feeders: Stranded Copper. 2. Branch Circuits: Copper. Stranded for No. 12 AWG and larger. Solid for conductors smaller than#12 AWG. B. CONDUCTOR INSULATION AND MULTICONDUCTOR CABLE APPLICATIONS AND WIRING METHODS 1. Feeders Concealed in Ceilings, Walls, Partitions, and Crawlspaces: Type THHN-THWN. 2. Exposed Branch Circuits, Including in Crawlspaces: Type THHN-THWN, single conductors in raceway 3. Branch Circuits Concealed in Ceilings, Walls, and Partitions: Type THHN-THWN, single conductors in raceway. 4. Class 1 Control Circuits: Type THHN-THWN, in raceway. 5. Class 2 Control Circuits: Type THHN-THWN, in raceway. C. INSTALLATION OF CONDUCTORS AND CABLES 1. Install all cables in raceway. 2. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Ideal Yellow 77 wire lube is not allowed. January 1, 2019 26 0519-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0519 City of Renton LOW-VOLTAGE ELECTRICAL CAG 18-216 POWER CONDUCTORS AND CABLES 3. Use pulling means; including fish tape, cable, rope, and basket-weave wire/cable grips that will not damage cables or raceway. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. 4. Identify and color-code conductors and cables according to Division 26 Section "Identification for Electrical Systems." 5. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 6. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than unspliced conductors. 7. Wiring at Outlets: Install conductor at each outlet, with at least 6 inches of slack. 8. Minimum conductor size for power cables shall be#12 AWG. 9. All conductors shall be stranded. 10. Do not install more than six current carrying conductors in a conduit. Grounding conductors are not included in this count. 11. When more than one neutral conductor passes through a junction or pull box, identify the neutral conductor and associated phase conductors by either taping associated conductors together or with numbered labels attached to each conductor. 12. Identify junction boxes with panel and circuit number on cover with black indelible ink. 13. Provide full size neutral conductors for lighting and power, except for circuits connected to non-linear loads. For non-linear loads provide either a dedicated neutral for each phase or an oversized neutral sized to carry the maximum possible current on the neutral. 3.02 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. B. Tests and Inspections: 1. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. C. Test Reports: Prepare a written report to record the following: 1. Test procedures used. 2. Test results that comply with requirements. 3. Test results that do not comply with requirements and corrective action taken to achieve compliance with requirements. D. Remove and replace malfunctioning units and retest as specified above. 3.03 FIRESTOPPING A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly according to Division 07 Section "Firestopping." January 1, 2019 26 0519-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0519 City of Renton LOW-VOLTAGE ELECTRICAL CAG 18-216 POWER CONDUCTORS AND CABLES 3.04 CLEANING AND PROTECTION— NOT USED 3.05 TESTING REQUIREMENTS— NOT USED END OF SECTION 26 05 19 January 1, 2019 26 0519-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0523 City of Renton CONTROL VOLTAGE ELECTRICAL CAG 18-216 POWER CABLES SECTION 26 0523 - CONTROL VOLTAGE ELECTRICAL POWER CABLES PART 1 -GENERAL 1.01 SCOPE OF WORK A. Section Includes: 1. Low-voltage control cabling. 2. Control-circuit conductors. 3. Identification products. 1.02 GENERAL REQUIREMENTS—NOT USED 1.03 REFERENCE STANDARDS— NOT USED 1.04 SUBMITTALS A. Refer to Division 01 for Submittal Procedures B. Product Data: For each type of product indicated. 1.05 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. 1.06 DEFINITIONS A. Low Voltage: As defined in NFPA 70 for circuits and equipment operating at less than 50 V or for remote-control and signaling power-limited circuits. B. Open Cabling: Passing telecommunications cabling through open space (e.g., between the studs of a wall cavity). January 1, 2019 26 0523- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0523 City of Renton CONTROL VOLTAGE ELECTRICAL CAG 18-216 POWER CABLES PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS A. PATHWAYS 1. Conduit and Boxes: Comply with requirements in Division 26 Section "Raceway and Boxes for Electrical Systems."Flexible metal conduit shall not be used. a. Outlet boxes shall be no smaller than 2 inches wide, 3 inches high and 2-1/2 inches deep. B. LOW-VOLTAGE CONTROL CABLE 1. Paired Cable: NFPA 70, Type CMG. a. One pair, twisted, No. 18 AWG, stranded (19x30)tinned-copper conductors. b. PVC insulation. c. Unshielded. d. PVC jacket. e. Flame Resistance: Comply with UL 1581. C. CONTROL-CIRCUIT CONDUCTORS 1. Class 1 Control Circuits: Stranded copper, Type THHN-THWN, in raceway, complying with UL 83. D. IDENTIFICATION PRODUCTS 1. Available Manufacturers: a. Brady Corporation. b. HellermannTyton. c. Kroy LLC. d. Panduit Corp. 2. Comply with UL 969 for a system of labeling materials, including label stocks, laminating adhesives, and inks used by label printers. 3. Comply with requirements in Division 26 Section "Identification for Electrical Systems." PART 3 -EXECUTION 3.01 GENERAL—NOT USED 3.02 FIELD QUALITY CONTROL 1. Perform continuity testing and visually inspect all wire prior to installation for nicks, cuts, scrapes, gouges, etc. If found replace wire. January 1, 2019 26 0523-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0523 City of Renton CONTROL VOLTAGE ELECTRICAL CAG 18-216 POWER CABLES 3.03 INSTALLATION A. INSTALLATION OF CONDUCTORS AND CABLES 1. Comply with NECA 1. 2. General Requirements for Cabling: a. Comply with TIA/EIA-568-B.1. b. Comply with BICSI ITSIM, Ch. 6, "Cable Termination Practices." c. Terminate all conductors; no cable shall contain unterminated elements. Make terminations only at indicated outlets, terminals, and cross-connect and patch panels. d. Cables may not be spliced. Secure and support cables at intervals not exceeding 30 inches and not more than 6 inches from cabinets, boxes, fittings, outlets, racks, frames, and terminals. e. Bundle, lace, and train conductors to terminal points without exceeding manufacturer's limitations on bending radii, but not less than radii specified in BICSI ITSIM, "Cabling Termination Practices" Chapter. Install lacing bars and distribution spools. f. Do not install bruised, kinked, scored, deformed, or abraded cable. Do not splice cable between termination, tap, or junction points. Remove and discard cable if damaged during installation and replace it with new cable. g. Cold-Weather Installation: Bring cable to room temperature before dereeling. Heat lamps shall not be used for heating. h. Pulling Cable: Comply with BICSI ITSIM, Ch. 4, "Pulling Cable." Monitor cable pull tensions. 3. Installation of Control-Circuit Conductors: a. Install wiring in raceways. Comply with requirements specified in Division 26 Section "Raceway and Boxes for Electrical Systems." B. REMOVAL OF CONDUCTORS AND CABLES 1. Remove abandoned conductors and cables. C. CONTROL-CIRCUIT CONDUCTORS 1. Minimum Conductor Sizes: a. Class 1 remote-control and signal circuits, No 14 AWG. D. FIRESTOPPING 1. Comply with requirements in Division 07 Section "Firestopping." 2. Comply with TIA/EIA-569-A, Annex A, "Firestopping." 3. Comply with BICSI TDMM, "Firestopping Systems"Article. E. GROUNDING 1. For low-voltage wiring and cabling, comply with requirements in Division 26 Section "Grounding and Bonding for Electrical Systems." F. IDENTIFICATION 1. Identify system components, wiring, and cabling according to TIA/EIA-606-A. Comply with requirements for identification specified in Division 26 Section "Identification for Electrical Systems." January 1, 2019 26 0523-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0523 City of Renton CONTROL VOLTAGE ELECTRICAL CAG 18-216 POWER CABLES 3.04 CLEANING AND PROTECTION— NOT USED 3.05 TESTING AND REQUIREMENTS— NOT USED END OF SECTION 26 05 23 January 1, 2019 26 0523-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0526 City of Renton GROUNDING AND BONDING CAG 18-216 FOR ELECTRICAL SYSTEMS SECTION 26 0526 - GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.01 SCOPE OF WORK A. This Section includes methods and materials for grounding systems and equipment. 1.02 GENERAL REQUIREMENTS—NOT USED 1.03 REFERENCE STANDARDS— NOT USED 1.04 SUBMITTALS A. Refer to Division 01 for Submittal Procedures B. Product Data: For each type of product. C. Field quality-control test reports. 1.05 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with UL 467 for grounding and bonding materials and equipment. 1.06 DEFINITIONS— NOT USED PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS A. CONDUCTORS January 1, 2019 26 0526- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0526 City of Renton GROUNDING AND BONDING CAG 18-216 FOR ELECTRICAL SYSTEMS 1. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by applicable Code or authorities having jurisdiction. 2. Grounding Bus Bars: Predrilled rectangular bars of annealed copper, '/ inch by 4 inches by 12 inches in cross section, with 9/32 inch holes spaced 1 1/8 inches apart in rows 1 inch apart. Stand-off insulators for mounting shall comply with UL 891 for use in switchboards, 600V. Lexan or PVC, impulse tested at 5000V. Shall be Harger GBI- 14412FT or approved equal. B. CONNECTORS 1. Listed and labeled by a nationally recognized testing laboratory acceptable to authorities having jurisdiction for applications in which used, and for specific types, sizes, and combinations of conductors and other items connected. 2. Bolted Connectors for Conductors and Pipes: Copper or copper alloy, bolted pressure- type, with at least two bolts. 3. Pipe Connectors: Clamp type, sized for pipe. 4. Welded Connectors: Exothermic-welding kits of types recommended by kit manufacturer for materials being joined and installation conditions. 5. Grounding Bus Bar Connectors: Mechanical type, cast silicon bronze, solderless compression type wire terminals, and long barrel, two-bolt connection to ground bus bar. PART 3 -EXECUTION 3.01 GENERAL- NOT USED 3.02 FIELD QUALITY CONTROL A. Perform the following tests and inspections and prepare test reports: 1. After installing grounding system but before permanent electrical circuits have been energized, test for compliance with requirements. 3.03 APPLICATIONS A. Isolated Grounding Conductors: Green-colored insulation with continuous yellow stripe. On feeders with isolated ground, identify grounding conductor where visible to normal inspection, with alternating bands of green and yellow tape, with at least three bands of green and two bands of yellow. B. Conductor Terminations and Connections: 1. Pipe and Equipment Grounding Conductor Terminations: Bolted connectors. 2. Underground Connections: Welded connectors, except at test wells and as otherwise indicated. 3. Connections to Ground Rods at Test Wells: Bolted connectors. 4. Connections to Structural Steel: Welded connectors. C. Ground Bus Bar: Install in elevator machine room, on insulated spacers 2 inches minimum from wall, two feet minimum above the finished floor level. Final location shall be determined by Contractor. January 1, 2019 26 0526-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0526 City of Renton GROUNDING AND BONDING CAG 18-216 FOR ELECTRICAL SYSTEMS 3.04 EQUIPMENT GROUNDING A. Install insulated equipment grounding conductors with the following items, in addition to those required by NFPA 70: 1. Feeders and branch circuits. 2. Lighting circuits. 3. Receptacle circuits. 4. Single-phase motor and appliance branch circuits. 5. Three-phase motor and appliance branch circuits. 6. Flexible raceway runs. 7. Armored and metal-clad cable runs. 8. Busway Supply Circuits: Install insulated equipment grounding conductor from grounding bus in the switchgear, switchboard, or distribution panel to equipment grounding bar terminal on busway. B. Air-Duct Equipment Circuits: Install insulated equipment grounding conductor to duct-mounted electrical devices operating at 120 V and more, including air cleaners, heaters, dampers, humidifiers, and other duct electrical equipment. Bond conductor to each unit and to air duct and connected metallic piping. C. Isolated Equipment Enclosure Circuits: For designated equipment supplied by a branch circuit or feeder, isolate equipment enclosure from supply circuit raceway with a nonmetallic raceway fitting listed for the purpose. Install fitting where raceway enters enclosure, and install a separate insulated equipment grounding conductor. Isolate conductor from raceway and from panelboard grounding terminals. Terminate at equipment grounding conductor terminal of the applicable derived system or service, unless otherwise indicated. D. Elevator Controllers: Elevator controller equipment shall utilize green isolated ground conductor provided under this contract to enhance the controller equipment ground. Provide ground conductor between bus bar and controller equipment. 3.05 INSTALLATION A. Grounding Conductors: Route along shortest and straightest paths possible, unless otherwise indicated or required by Code. Avoid obstructing access or placing conductors where they may be subjected to strain, impact, or damage. B. Bonding Interior Metal Ducts: Bond metal air ducts to equipment grounding conductors of associated fans, blowers, electric heaters, and air cleaners. Install bonding jumper to bond across flexible duct connections to achieve continuity. C. Provide a ground wire with all branch circuits including lighting and receptacle circuits. Conduit as the sole ground path is not acceptable. January 1, 2019 26 0526-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0526 City of Renton GROUNDING AND BONDING CAG 18-216 FOR ELECTRICAL SYSTEMS 3.06 CLEANING AND PROTECTION— NOT USED 3.07 TESTING AND REQUIREMENTS— NOT USED END OF SECTION 26 05 26 January 1, 2019 26 0526-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0529 City of Renton HANGERS AND SUPPORTS CAG 18-216 FOR ELECTRICAL SYSTEMS SECTION 26 0529 - HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.01 SCOPE OF WORK A. Section includes: 1. Hangers and supports for electrical equipment and systems. 1.02 GENERAL REQUIREMENTS A. PERFORMANCE REQUIREMENTS 1. Design equipment supports capable of supporting combined operating weight of supported equipment and connected systems and components. 2. Rated Strength: Adequate in tension, shear, and pullout force to resist maximum loads calculated or imposed for this Project, with a minimum structural safety factor of five times the applied force. 1.03 REFERENCE STANDARDS— NOT USED 1.04 SUBMITTALS A. Refer to Division 01 for Submittal Procedures B. Product Data: For steel slotted support systems. 1. Trapeze hangers. Include Product Data for components. 2. Steel slotted channel systems. Include Product Data for components. 3. Equipment supports. C. Welding certificates. 1.05 QUALITY ASSURANCE A. Welding: Qualify procedures and personnel according to AWS D1.1/D1.1M, "Structural Welding Code - Steel." B. Comply with NFPA 70. January 1, 2019 26 0529- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0529 City of Renton HANGERS AND SUPPORTS CAG 18-216 FOR ELECTRICAL SYSTEMS 1.06 DEFINITIONS— NOT USED PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS A. SUPPORT, ANCHORAGE, AND ATTACHMENT COMPONENTS 1. Steel Slotted Support Systems: Comply with MFMA-4, factory-fabricated components for field assembly. a. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1) Allied Tube &Conduit. 2) Cooper B-Line, Inc.; a division of Cooper Industries. 3) ERICO International Corporation. 4) GS Metals Corp. 5) Thomas & Betts Corporation. 6) Unistrut; Tyco International, Ltd. 7) Wesanco, Inc. b. Metallic Coatings: Hot-dip galvanized after fabrication and applied according to MFMA-4. c. Painted Coatings: Manufacturer's standard painted coating applied according to MFMA-4. d. Channel Dimensions: Selected for applicable load criteria. 2. Raceway and Cable Supports: As described in NECA 1 and NECA 101. 3. Conduit and Cable Support Devices: Steel and malleable-iron hangers, clamps, and associated fittings, designed for types and sizes of raceway or cable to be supported. 4. Support for Conductors in Vertical Conduit: Factory-fabricated assembly consisting of threaded body and insulating wedging plug or plugs for non-armored electrical conductors or cables in riser conduits. Plugs shall have number, size, and shape of conductor gripping pieces as required to suit individual conductors or cables supported. Body shall be malleable iron. 5. Structural Steel for Fabricated Supports and Restraints: ASTM A 36/A 36M, steel plates, shapes, and bars; black and galvanized. 6. Mounting, Anchoring, and Attachment Components: Items for fastening electrical items or their supports to building surfaces include the following: a. Mechanical-Expansion Anchors: Insert-wedge-type, zinc-coated steel, for use in hardened portland cement concrete with tension, shear, and pullout capacities appropriate for supported loads and building materials in which used. 1) Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 2) Manufacturers: Subject to compliance with requirements, provide products by one of the following: a) Cooper B-Line, Inc.; a division of Cooper Industries. January 1, 2019 26 0529-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0529 City of Renton HANGERS AND SUPPORTS CAG 18-216 FOR ELECTRICAL SYSTEMS b) Empire Tool and Manufacturing Co., Inc. c) Hilti Inc. d) ITW Ramset/Red Head; a division of Illinois Tool Works, Inc. e) MKT Fastening, LLC. b. Concrete Inserts: Steel or malleable-iron, slotted support system units similar to MSS Type 18; complying with MFMA-4 or MSS SP-58. c. Clamps for Attachment to Steel Structural Elements: MSS SP-58, type suitable for attached structural element. d. Through Bolts: Structural type, hex head, and high strength. Comply with ASTM A 325. e. Toggle Bolts: All-steel springhead type. f. Hanger Rods: Threaded steel. B. FABRICATED METAL EQUIPMENT SUPPORT ASSEMBLIES 1. Description: Welded or bolted, structural-steel shapes, shop or field fabricated to fit dimensions of supported equipment. 2. Materials: Comply with requirements in Division 05 Section "Metal Fabrications" for steel shapes and plates. PART 3 -EXECUTION 3.01 GENERAL—NOT USED 3.02 FIELD QUALITY CONTROL— NOT USED 3.03 APPLICATION A. Comply with NECA 1 and NECA 101 for application of hangers and supports for electrical equipment and systems except if requirements in this Section are stricter. B. Maximum Support Spacing and Minimum Hanger Rod Size for Raceway: Space supports for EMT, IMC, and RMC as required by NFPA 70. Minimum rod size shall be 1/4 inch in diameter. C. Multiple Raceways or Cables: Install trapeze-type supports fabricated with steel slotted or other support system, sized so capacity can be increased by at least 25 percent in future without exceeding specified design load limits. 1. Secure raceways and cables to these supports with two-bolt conduit clamps. D. Spring-steel clamps designed for supporting single conduits without bolts may be used for 1- 1/2-inch and smaller raceways serving branch circuits and communication systems above suspended ceilings and for fastening raceways to trapeze supports. January 1, 2019 26 0529-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0529 City of Renton HANGERS AND SUPPORTS CAG 18-216 FOR ELECTRICAL SYSTEMS 3.04 SUPPORT INSTALLATION A. Comply with NECA 1 and NECA 101 for installation requirements except as specified in this Article. B. Raceway Support Methods: In addition to methods described in NECA 1, EMT may be supported by openings through structure members, as permitted in NFPA 70. C. Strength of Support Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static loads within specified loading limits. Minimum static design load used for strength determination shall be weight of supported components plus 200 Ib. D. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and fasten electrical items and their supports to building structural elements by the following methods unless otherwise indicated by code: 1. To Wood: Fasten with lag screws or through bolts. 2. To New Concrete: Bolt to concrete inserts. 3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion anchor fasteners on solid masonry units. 4. To Existing Concrete: Expansion anchor fasteners. 5. To Steel: Welded threaded studs complying with AWS D1.1/D1.1 M, with lock washers and nuts. 6. To Light Steel: Sheet metal screws. 7. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount cabinets, panelboards, disconnect switches, control enclosures, pull and junction boxes, transformers, and other devices on slotted-channel racks attached to substrate by means that meet seismic-restraint strength and anchorage requirements. E. Drill holes for expansion anchors in concrete at locations and to depths that avoid reinforcing bars. 3.05 INSTALLATION OF FABRICATED METAL SUPPORTS A. Comply with installation requirements in Division 05 Section "Metal Fabrications" for site- fabricated metal supports. B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and elevation to support and anchor electrical materials and equipment. C. Field Welding: Comply with AWS D1.1/D1.1 M. 3.06 PAINTING A. Touchup: Comply with requirements in Division 09 painting Sections for cleaning and touchup painting of field welds, bolted connections, and abraded areas of shop paint on miscellaneous metal. January 1, 2019 26 0529-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0529 City of Renton HANGERS AND SUPPORTS CAG 18-216 FOR ELECTRICAL SYSTEMS B. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply galvanizing-repair paint to comply with ASTM A 780. 3.07 CLEANING AND PROTECTION —NOT USED 3.08 TESTING REQUIREMENTS— NOT USED END OF SECTION 26 05 29 January 1, 2019 26 0529-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0533 City of Renton RACEWAY AND BOXES CAG 18-216 FOR ELECTRICAL SYSTEMS SECTION 26 0533 - RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.01 SCOPE OF WORK A. This Section includes raceways, fittings, boxes, enclosures, for electrical wiring. 1.02 GENERAL REQUIREMENTS—NOT USED 1.03 REFERENCE STANDARDS- NOT USED 1.04 SUBMITTALS A. Refer to Division 01 for Submittal Procedures B. Product Data: For surface raceways, conduits and fittings, enclosures. 1.05 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. 1.06 DEFINITIONS— NOT USED PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS A. METAL CONDUIT AND TUBING 1. Rigid Steel Conduit: ANSI C80.1. 2. IMC: ANSI C80.6. January 1, 2019 26 0533- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0533 City of Renton RACEWAY AND BOXES CAG 18-216 FOR ELECTRICAL SYSTEMS 3. EMT: ANSI C80.3. 4. FMC: Zinc-coated steel. 5. LFMC: Flexible steel conduit with PVC jacket. 6. Fittings for Conduit (Including all Types and Flexible and Liquidtight), EMT, and Cable: NEMA FB 1; listed for type and size raceway with which used, and for application and environment in which installed. a. Fittings for EMT: Steel or die-cast, compression type. B. SURFACE RACEWAYS 1. Surface Metal Raceways: Galvanized steel with snap-on covers. Prime coating, ready for field painting. a. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1) Thomas & Betts Corporation. 2) Walker Systems, Inc.; Wiremold Company (The). 3) Wiremold Company (The); Electrical Sales Division. 2. Smallest SMR size to be used is#700 SMR. C. BOXES AND ENCLOSURES 1. Sheet Metal Outlet and Device Boxes: NEMA OS 1. 2. Cast-Metal Outlet and Device Boxes: NEMA FB 1, ferrous alloy Type FD, with gasketed cove r. 3. Small Sheet Metal Pull and Junction Boxes: NEMA OS 1. 4. Box extension rings are not acceptable. PART 3 -EXECUTION 3.01 GENERAL—NOT USED 3.02 FIELD QUALITY CONTROL— NOT USED 3.03 RACEWAY APPLICATION A. Comply with the following indoor applications, unless otherwise indicated: 1. Exposed, Not Subject to Physical Damage: EMT. 2. Exposed and Subject to Severe Physical Damage: Rigid steel conduit. Includes raceways in the following locations: a. Corridors used for traffic of inechanized carts. b. Mechanical rooms & interstitial spaces. c. Concealed in Ceilings and Interior Walls and Partitions: EMT. 3. Connection to Vibrating Equipment (Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment): FMC, except use LFMC in damp or wet locations. 4. Final connections to light fixtures: FMC may be used. 5. Remodel work where circuit is fished within existing wall: FMC may be used. 6. Damp or Wet Locations: Rigid steel conduit. 7. Raceways for Optical Fiber or Communications Cable: EMT. January 1, 2019 26 0533-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0533 City of Renton RACEWAY AND BOXES CAG 18-216 FOR ELECTRICAL SYSTEMS 8. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4, stainless steel in damp or wet locations. B. Minimum conduit size for power and lighting circuits is 3/4" inch trade size. C. Minimum conduit size for control conduits shall be 1/2"trade size. D. MC Cable is not allowed. E. Non-metallic flexible conduit is not acceptable. F. Provide a pull string in all spare and oversized conduits. G. Raceway Fittings: Compatible with raceways and suitable for use and location. 1. Rigid and Intermediate Steel Conduit: Use threaded rigid steel conduit fittings, unless otherwise indicated. 3.04 INSTALLATION A. Comply with NECA 1 for installation requirements applicable to products specified in Part 2 except where requirements on Drawings or in this Article are stricter. B. Keep raceways at least 6 inches away from parallel runs of flues and steam or hot-water pipes. Install horizontal raceway runs above water and steam piping. C. Complete raceway installation before starting conductor installation. D. Support raceways as specified in Division 26 Section "Hangers and Supports for Electrical Systems." E. Install no more than the equivalent of three 90-degree bends in any conduit run except for communications conduits, for which fewer bends are allowed. F. Conceal conduit and EMT within finished walls, ceilings, and floors, unless otherwise indicated. G. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings to protect conductors, including conductors smaller than No. 4 AWG. H. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-Ib tensile strength. Leave at least 12 inches of slack at each end of pull wire. I. Flexible Conduit Connections: Use maximum of 72 inches of flexible conduit for recessed and semi-recessed lighting fixtures, equipment subject to vibration, noise transmission, or movement; and for transformers and motors. 1. Use LFMC in damp or wet locations subject to severe physical damage. January 1, 2019 26 0533-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0533 City of Renton RACEWAY AND BOXES CAG 18-216 FOR ELECTRICAL SYSTEMS 3.05 FIRESTOPPING A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to restore original fire-resistance rating of assembly. Firestopping materials and installation requirements are specified in Division 07 Section "Firestopping." 3.06 CLEANING AND PROTECTION— NOT USED 3.07 TESTING REQUIREMENTS— NOT USED END OF SECTION 26 05 33 January 1, 2019 26 0533-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0548 City of Renton VIBRATION AND SEISMIC CAG 18-216 CONTROLS FOR ELECTRICAL SYSTEMS SECTION 26 0548 - VIBRATION AND SEISMIC CONTROLS FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.01 SCOPE OF WORK A. Section includes: 1. Channel support systems. 2. Restraint cables. 3. Hanger rod stiffeners. 4. Anchorage bushings and washers. 1.02 GENERAL REQUIREMENTS A. Seismic-Restraint Loading: 1. Site Class as Defined in the IBC: D. 2. Assigned Seismic Use Group or Building Category as Defined in the IBC: III. a. Component Importance Factor: 1.5. b. Component Response Modification Factor: 2.5. c. Component Amplification Factor: 1.0. 3. Design Spectral Response Acceleration at Short Periods (0.2 Second): 1.5. 4. Design Spectral Response Acceleration at 1.0-Second Period: 0.6. 1.03 REFERENCE STANDARDS— NOT USED 1.04 SUBMITTALS A. Product Data: For the following: 1. Refer to Division 01 for Submittal Procedures 2. Include rated load, rated deflection, and overload capacity for each vibration isolation device. 3. Illustrate and indicate style, material, strength, fastening provision, and finish for each type and size of seismic-restraint component used. 4. Restrained-Isolation Devices: Include ratings for horizontal, vertical, and combined loads. January 1, 2019 26 0548- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0548 City of Renton VIBRATION AND SEISMIC CAG 18-216 CONTROLS FOR ELECTRICAL SYSTEMS 1.05 QUALITY ASSURANCE A. Comply with seismic-restraint requirements in the IBC unless requirements in this Section are more stringent. B. Seismic-restraint devices shall have horizontal and vertical load testing and analysis and shall bear anchorage preapproval OPA number from OSHPD, preapproval by ICC-ES, or preapproval by another agency acceptable to authorities having jurisdiction, showing maximum seismic-restraint ratings. Ratings based on independent testing are preferred to ratings based on calculations. If preapproved ratings are not available, submittals based on independent testing are preferred. Calculations (including combining shear and tensile loads) to support seismic-restraint designs must be signed and sealed by a qualified professional engineer. C. Comply with NFPA 70. 1.06 DEFINITIONS— NOT USED PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS A. SEISMIC-RESTRAINT DEVICES 1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: a. Amber/Booth Company, Inc. b. California Dynamics Corporation. c. Cooper B-Line, Inc.; a division of Cooper Industries. d. Hilti Inc. e. Loos &Co.; Seismic Earthquake Division. f. Mason Industries. g. TOLCO Incorporated; a brand of NIBCO INC. h. Unistrut; Tyco International, Ltd. 2. General Requirements for Restraint Components: Rated strengths, features, and application requirements shall be as defined in reports by an agency acceptable to authorities having jurisdiction. a. Structural Safety Factor: Allowable strength in tension, shear, and pullout force of components shall be at least four times the maximum seismic forces to which they will be subjected. 3. Channel Support System: MFMA-3, shop- or field-fabricated support assembly made of slotted steel channels with accessories for attachment to braced component at one end and to building structure at the other end and other matching components and with corrosion-resistant coating; and rated in tension, compression, and torsion forces. January 1, 2019 26 0548-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0548 City of Renton VIBRATION AND SEISMIC CAG 18-216 CONTROLS FOR ELECTRICAL SYSTEMS 4. Hanger Rod Stiffener: Steel tube or steel slotted-support-system sleeve with internally bolted connections to hanger rod. Do not weld stiffeners to rods. 5. Bushings for Floor-Mounted Equipment Anchor: Neoprene bushings designed for rigid equipment mountings, and matched to type and size of anchors and studs. 6. Bushing Assemblies for Wall-Mounted Equipment Anchorage: Assemblies of neoprene elements and steel sleeves designed for rigid equipment mountings, and matched to type and size of attachment devices. 7. Resilient Isolation Washers and Bushings: One-piece, molded, oil- and water-resistant neoprene, with a flat washer face. 8. Mechanical Anchor: Drilled-in and stud-wedge or female-wedge type in zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchors with strength required for anchor and as tested according to ASTM E 488. Minimum length of eight times diameter. 9. Adhesive Anchor: Drilled-in and capsule anchor system containing polyvinyl or urethane methacrylate-based resin and accelerator, or injected polymer or hybrid mortar adhesive. Provide anchor bolts and hardware with zinc-coated steel for interior applications and stainless steel for exterior applications. Select anchor bolts with strength required for anchor and as tested according to ASTM E 488. PART 3 -EXECUTION 3.01 GENERAL—NOT USED 3.02 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Obtain Owner's approval before transmitting test loads to structure. Provide temporary load-spreading members. 2. Test at least four of each type and size of installed anchors and fasteners selected by A/E. 3. Test to 90 percent of rated proof load of device. 4. If a device fails test, modify all installations of same type and retest until satisfactory results are achieved. B. Remove and replace malfunctioning units and retest as specified above. C. Prepare test and inspection reports. 3.03 APPLICATIONS A. Multiple Raceways or Cables: Secure raceways and cables to trapeze member with clamps approved for application by an agency acceptable to authorities having jurisdiction. B. Strength of Support and Seismic-Restraint Assemblies: Where not indicated, select sizes of components so strength will be adequate to carry present and future static and seismic loads within specified loading limits. January 1, 2019 26 0548-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0548 City of Renton VIBRATION AND SEISMIC CAG 18-216 CONTROLS FOR ELECTRICAL SYSTEMS 3.04 SEISMIC-RESTRAINT DEVICE INSTALLATION A. Equipment and Hanger Restraints: 1. Install restrained isolators on electrical equipment. 2. Install resilient, bolt-isolation washers on equipment anchor bolts where clearance between anchor and adjacent surface exceeds 0.125 inch. 3. Install seismic-restraint devices using methods approved by an agency acceptable to authorities having jurisdiction providing required submittals for component. B. Install bushing assemblies for mounting bolts for wall-mounted equipment, arranged to provide resilient media where equipment or equipment-mounting channels are attached to wall. C. Attachment to Structure: If specific attachment is not indicated, anchor bracing to structure at flanges of beams, at upper truss chords of bar joists, or at concrete members. D. Drilled-in Anchors: 1. Identify position of reinforcing steel and other embedded items prior to drilling holes for anchors. Do not damage existing reinforcing or embedded items during coring or drilling. Notify the structural engineer if reinforcing steel or other embedded items are encountered during drilling. Locate and avoid prestressed tendons, electrical and telecommunications conduit, and gas lines. 2. Do not drill holes in concrete or masonry until concrete, mortar, or grout has achieved full design strength. 3. Wedge Anchors: Protect threads from damage during anchor installation. Heavy-duty sleeve anchors shall be installed with sleeve fully engaged in the structural element to which anchor is to be fastened. 4. Adhesive Anchors: Clean holes to remove loose material and drilling dust prior to installation of adhesive. Place adhesive in holes proceeding from the bottom of the hole and progressing toward the surface in such a manner as to avoid introduction of air pockets in the adhesive. 5. Set anchors to manufacturer's recommended torque, using a torque wrench. 6. Install zinc-coated steel anchors for interior and stainless-steel anchors for exterior applications. 3.05 ADJUSTING A. Adjust isolators after isolated equipment is at operating weight. B. Adjust limit stops on restrained spring isolators to mount equipment at normal operating height. After equipment installation is complete, adjust limit stops so they are out of contact during normal operation. C. Adjust active height of spring isolators. D. Adjust restraints to permit free movement of equipment within normal mode of operation. January 1, 2019 26 0548-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0548 City of Renton VIBRATION AND SEISMIC CAG 18-216 CONTROLS FOR ELECTRICAL SYSTEMS 3.06 CLEANING AND PROTECTION— NOT USED 3.07 TESTING REQUIREMENTS— NOT USED END OF SECTION 26 05 48 January 1, 2019 26 0548-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0553 City of Renton IDENTIFICATION FOR CAG 18-216 ELECTRICAL SYSTEMS SECTION 26 0553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS PART 1 -GENERAL 1.01 SCOPE OF WORK 1. Section Includes: 1. Identification of power and control cables. 2. Identification for conductors. 3. Warning labels and signs. 4. Instruction signs. 5. Equipment identification labels. 6. Miscellaneous identification products. 1.02 GENERAL REQUIREMENTS— NOT USED 1.03 REFERENCE STANDARDS— NOT USED 1.04 SUBMITTALS 1. Refer to Division 01 for Submittal Procedures 2. Product Data: For each electrical identification product indicated. 1.05 QUALITY ASSURANCE 1. Comply with ANSI A13.1. 2. Comply with NFPA 70. 3. Comply with 29 CFR 1910.144 and 29 CFR 1910.145. 4. Comply with ANSI Z535.4 for safety signs and labels. 5. Adhesive-attached labeling materials, including label stocks, laminating adhesives, and inks used by label printers, shall comply with UL 969. January 1, 2019 26 0553— 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0553 City of Renton IDENTIFICATION FOR CAG 18-216 ELECTRICAL SYSTEMS 1.06 DEFINITIONS— NOT USED PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS 1. POWER AND CONTROL CABLE IDENTIFICATION MATERIALS 1. Comply with ANSI A13.1 for minimum size of letters for legend and for minimum length of color field for each cable size. 2. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear, weather- and chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label. 3. Marker for Tags: Machine-printed, permanent, waterproof, black ink marker recommended by printer manufacturer. 4. Snap-Around Labels: Slit, pretensioned, flexible, preprinted, color-coded acrylic sleeve, with diameter sized to suit diameter of cable it identifies and to stay in place by gripping action. 5. Snap-Around, Color-Coding Bands: Slit, pretensioned, flexible, solid-colored acrylic sleeve, 2 inches long, with diameter sized to suit diameter of cable it identifies and to stay in place by gripping action. 2. CONDUCTOR IDENTIFICATION MATERIALS 1. Color-Coding Conductor Tape: Colored, self-adhesive vinyl tape not less than 3 mils thick by 1 to 2 inches wide. 2. Self-Adhesive Vinyl Labels: Preprinted, flexible label laminated with a clear, weather- and chemical-resistant coating and matching wraparound adhesive tape for securing ends of legend label. 3. Marker Tapes: Vinyl or vinyl-cloth, self-adhesive wraparound type, with circuit identification legend machine printed by thermal transfer or equivalent process. 4. Write-On Tags: Polyester tag, 0.015 inch thick, with corrosion-resistant grommet and cable tie for attachment to conductor or cable. a. Marker for Tags: Machine-printed, permanent, waterproof, black ink marker recommended by printer manufacturer. 3. WARNING LABELS AND SIGNS 1. Comply with NFPA 70 and 29 CFR 1910.145. 2. Self-Adhesive Warning Labels: Factory-printed, multicolor, pressure-sensitive adhesive labels, configured for display on front cover, door, or other access to equipment unless otherwise indicated. 3. Baked-Enamel Warning Signs: a. Preprinted aluminum signs, punched or drilled for fasteners, with colors, legend, and size required for application. b. 1/4-inch grommets in corners for mounting. c. Nominal size, 7 by 10 inches. 4. Metal-Backed, Butyrate Warning Signs: January 1, 2019 26 0553—2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0553 City of Renton IDENTIFICATION FOR CAG 18-216 ELECTRICAL SYSTEMS a. Weather-resistant, nonfading, preprinted, cellulose-acetate butyrate signs with 0.0396-inch galvanized-steel backing; and with colors, legend, and size required for application. b. 1/4-inch grommets in corners for mounting. c. Nominal size, 10 by 14 inches. 5. Warning label and sign shall include, but are not limited to, the following legends: a. Workspace Clearance Warning: "WARNING - OSHA REGULATION - AREA IN FRONT OF ELECTRICAL EQUIPMENT MUST BE KEPT CLEAR FOR 36 INCHES." 4. EQUIPMENT IDENTIFICATION LABELS 1. Receptacles require panel and circuit numbers on plate with heavy duty adhesive tape: a. A. Heavy Duty Adhesive Label: 1) Machine printed as manufactured by Kroy, Brothers. Self-adhesive circuit numbers, masking tape, plastic type "Dymo" labels, etc are not acceptable. 2) Clear background with black letters for light colored device plates. 3) Clear background with white letters on dark colored device plates. 4) Minimum letter size 3/8". 2. Panels, disconnects, relay enclosures, elevator controller panel, etc., require labeling as to their use and circuit number identification. a. Laminated Acrylic or Melamine Label: 1) Nameplate constructed of 1/16" plastic laminated material. 2) Engrave through colored surface material to contrasting colored sub-layer. 3) Black background with white letters for power. 4) Orange background with white letters for Emergency Systems. 5) Red background with white letters for Fire Alarm. 6) Use 1/2" high lettering where practical, 1/4" lettering at a minimum. 5. MISCELLANEOUS IDENTIFICATION PRODUCTS 1. Paint: Comply with requirements in Division 09 painting Sections for paint materials and application requirements. Select paint system applicable for surface material and location (e�erior or interior). 2. Fasteners for Labels and Signs: Self-tapping, stainless-steel screws or stainless-steel machine screws with nuts and flat and lock washers. PART 3 -EXECUTION 3.01 GENERAL—NOT USED 3.02 FIELD QUALITY CONTROL- NOT USED 3.03 I NSTALLATION 1. Location: Install identification materials and devices at locations for most convenient viewing without interference with operation and maintenance of equipment. 2. Apply identification devices to surfaces that require finish after completing finish work. January 1, 2019 26 0553—3 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0553 City of Renton IDENTIFICATION FOR CAG 18-216 ELECTRICAL SYSTEMS 3. Self-Adhesive Identification Products: Clean surfaces before application, using materials and methods recommended by manufacturer of identification device. 4. System Identification Color-Coding Bands for Cables: Each color-coding band shall completely encircle cable or conduit. Place adjacent bands of two-color markings in contact, side by side. Locate bands at changes in direction, at penetrations of walls and floors, at 50-foot maximum intervals in straight runs, and at 25-foot maximum intervals in congested areas. 3.04 IDENTIFICATION SCHEDULE 1. Power-Circuit Conductor ldentification, 600 V or Less: For conductors in pull and junction boxes use color-coding conductor tape to identify the phase. 1. Color-Coding for Phase and Voltage Level Identification, 600 V or Less: Use colors listed below for ungrounded feeder and branch-circuit conductors. a. Color shall be factory applied or field applied for sizes larger than No. 8 AWG, if authorities having jurisdiction permit. b. Colors for 208/120-V Circuits: 1) Phase A: Black. 2) Phase B: Red. 3) Phase C: Blue. 4) Neutral: White c. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a minimum distance of 6 inches) from terminal points and in boxes where splices or taps are made. Apply last two turns of tape with no tension to prevent possible unwinding. Locate bands to avoid obscuring factory cable markings. 2. Install instructional sign including the color-code for grounded and ungrounded conductors using adhesive-film-type labels. 3. Conductors to Be Extended in the Future: Attach marker tape to conductors and list source. 4. Auxiliary Electrical Systems Conductor ldentification: Identify field-installed alarm, control, and signal connections. 1. Identify conductors, cables, and terminals in enclosures and at junctions, terminals, and pull points. Identify by system and circuit designation. 2. Use system of marker tape designations that is uniform and consistent with system used by manufacturer for factory-installed connections. 3. Coordinate identification with Project Drawings, manufacturer's wiring diagrams, and the Operation and Maintenance Manual. 5. Equipment Identification Labels: On each unit of equipment, install unique designation label that is consistent with wiring diagrams, schedules, and the Operation and Maintenance Manual. Apply labels to disconnect switches, elevator control panels, relay enclosures, receptacles, panels, breakers and alarm systems unless equipment is provided with its own identification. 1. Labeling Instructions: January 1, 2019 26 0553—4 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0553 City of Renton IDENTIFICATION FOR CAG 18-216 ELECTRICAL SYSTEMS a. Disconnects, panels, breakers, relay enclosures: Engraved, laminated acrylic or melamine label. b. Receptacles and other field components: Adhesive Labels c. Elevated Components: Increase sizes of labels and letters to those appropriate for viewing from the floor. d. Unless provided with self-adhesive means of attachment, fasten labels with appropriate mechanical fasteners that do not change the NEMA or NRTL rating of the enclosure. 6. Clearly identify with adhesive label each field component with supply panel and circuit number. January 1, 2019 26 0553—5 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0553 City of Renton IDENTIFICATION FOR CAG 18-216 ELECTRICAL SYSTEMS � o� z j U n� �' W Qa. �m � � X X ~g �� X X w W � m X X �� ` X X � Z Z � J X � � J N lii X w Y J � U Z X N = � �� c� x z a 9 X \ � X z m g x � � �a m X = � X ?' z l�i w W x U U a (� O X � U X X � � X m 0� Z � � x X � x U U O w � � g xx x W � �o W v X X O � � � U Z� � X X � � � � X � Z O X B I W � � x x � � QX � x Z � 0 X w � � zX 5 � v �x n V/` � � � � H � U� w g � �' � w z w � � g w oW g � � Z � � m }} J � �' w � � w N o � � w a a 00 � Z � � N ^ � j� �' w � N w � w Z � Q Q uwi� O � � � w � � a � w N� � W U � w � �F « � � v w J J X � w � � r Q a x o 0 g _ ~ j �j Q Q U w O O O U J v w o x m � X W � w x g g X x � � � w � - � x z � �� - Zw X w \ O � � � X � � W � zx YQ � x N Z � 9y3 I X W C.> x � � � N �x � � x w � � \ 0 x m \ x m _ � v �x J v X � � � � w z X U Z � r� � m �� J v U U � U �w . Q m � � U � SD—E-141 January 1, 2019 26 0553—6 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 0553 City of Renton IDENTIFICATION FOR CAG 18-216 ELECTRICAL SYSTEMS PCD—BB01—N06 PCB—SW01—E1 1 PCM—AA00—N01 MCC—SE02—E05 ED FROM PCD—BB00—NO ED FROM PCD—EE0I—EO FED FROM � �� PCD—NN01—E01 LIFE � � � � SAFETY 2 2 2 2 � �� 0 0 � � � � � � � � � � � � EQUIPMENT DESIGNATION EXAMPLES* TYPE: PCM= POWER CENTER MAIN XXX—XXXX—XXX PCD= DISTRIBUTION PANEL � � ITEM DESIGNATION: PC6= BRANCH PANEL MCC= MOTOR CONTROL CENTER N= NORMAL TR= TRANSFORMER 1st TWO DIGITS= AREA DESIGNATION E= EMERGENCY SWA= NON—FUSED SWITCH e. . NN, NE, SE, SW= COMPASS DIRECTION THREE DIGIT ITEM NUMBER LDF= FAN LOAD OR G, HH, I, AA= WING, BUILDING MNEMONIC e.g. N01, E25 LDC= COMPRESSOR LOAD 2nd TWO DIGITS= FLOOR DESIGNATION e.q. —2, oo, 01, ... CIRCUIT OR CUBICLE # � e.g. (5), (4,6,8), 1A, 3C XXXX—XXX—XXX * SEE SD—E-141 FOR FOR PLACEMENT AND EQUIPMENT CIRCUIT DESIGNATION EXAMPLES* SIZING EA04—NO3-9,11 GG03—N32-4 ° SF-1 EF-14 � � � LDF—SE07—E03 LDF—SW08—E02 � � • fed from fed from ° MCC—SE02—E05-3C SW01—E1 1-6,8,1 � � N E02—N 15-5,7,9 SF-1 EF-14 LDF—SE07—E03 LDF—SW08—E02 fed from fed from �� MCC—SE02—E05-3C SW01—E1 1-6,8,10 �� HP OR HP SD—E-154 END OF SECTION 26 05 53 January 1, 2019 26 0553—7 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 2726 City of Renton WIRING DEVICES CAG 18-216 SECTION 26 2726 - WIRING DEVICES PART 1 -GENERAL 1.01 SCOPE OF WORK A. This Section includes the following: 1. Receptacles, receptacles with integral GFCI, and associated device plates. 2. Snap switches. 3. Wall-switch occupancy sensors. 4. In-use weatherproof receptacle covers. 1.02 GENERAL REQUIREMENTS—NOT USED 1.03 REFERENCE STANDARDS— NOT USED 1.04 SUBMITTALS A. Refer to Division 01 for Submittal Procedures B. Product Data: For each type of product indicated. C. Operation and Maintenance Data: For wiring devices to include in all manufacturers' packing label warnings and instruction manuals that include labeling conditions. 1.05 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. B. Comply with NFPA 70. January 1, 2019 26 2726- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 2726 City of Renton WIRING DEVICES CAG 18-216 PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS A. MANUFACTURERS 1. Manufacturers' Names: Shortened versions (shown in parentheses) of the following manufacturers' names are used in other Part 2 articles: a. Cooper Wiring Devices; a division of Cooper Industries, Inc. (Cooper). b. Hubbell Incorporated; Wiring Device-Kellems (Hubbell). c. Leviton Mfg. Company Inc. (Leviton). d. Pass & Seymour/Legrand; Wring Devices &Accessories (Pass &Seymour). B. STRAIGHT BLADE RECEPTACLES 1. Convenience Receptacles, 125 V, 20A: Specification Grade. Comply with NEMA WD 1, NEMA WD 6 configuration 5-20R, and UL 498. a. Products: Subject to compliance with requirements, provide one of the following: 1) Cooper; 5351 (single), 5352 (duplex). 2) Hubbell; HBL5351 (single), CR5352 (duplex). 3) Leviton; 5891 (single), 5352 (duplex). 4) Pass & Seymour; 5381 (single), 5352 (duplex). b. Color shall be ivory. C. GFCI RECEPTACLES 1. General Description: Straight blade, feed-through type. Specification Grade. Comply with NEMA WD 1, NEMA WD 6, UL 498, and UL 943, Class A, and include indicator light that is lighted when device is tripped. 2. Duplex GFCI Convenience Receptacles, 125 V, 20 A: a. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: b. Products: Subject to compliance with requirements, provide one of the following: 1) Cooper; GF20. 2) Pass & Seymour; 2084. c. Color shall be ivory. D. SNAP SWITCHES 1. Specification Grade. Comply with NEMA WD 1 and UL 20. 2. Switches, 120/277 V, 20 A: a. Products: Subject to compliance with requirements, provide one of the following: 1) Cooper; 2221 (single pole) 2) Hubbell; CS1221 (single pole), 3) Leviton; 1221-2 (single pole) 4) Pass & Seymour; 20AC1 (single pole) b. Color shall be ivory. January 1, 2019 26 2726-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 2726 City of Renton WIRING DEVICES CAG 18-216 E. THREE-WAY SNAP SWITCHES 1. Specification Grade. Comply with NEMA WD 1 and UL 20. 2. Switches, 120/277 V, 20 A: a. Products: Subject to compliance with requirements, provide one of the following: 1) Cooper; 2223V(single pole) 2) Hubbell; CS3201 (single pole), 3) Leviton; 1223-21 (single pole) 4) Pass & Seymour; CS20AC31 (single pole) b. Color shall be ivory. F. 2-POLE SNAP SWITCHES 1. Specification Grade. Comply with NEMA WD 1 and UL 20. 2. Switches, 120/277V, 30A: a. Products: Subject to compliance with requirements, provide one of the following: 1) Cooper; 30321 2) Hubbell; HBL30321 3) Leviton; 3032-21 4) Pass & Seymour: PS30AC3-I b. Color shall be ivory. 3. Cover Plate: a. Stainless Steel, Padlockable 1) Leviton; 1 PKD3 (or equal) G. HEAVY DUTY IN-USE WEATHERPROOF COVERS 1. Single and combination types to match corresponding wiring devices. a. Plate-Securing Screws: Stainless steel. b. Wet-Location: NEMA 250, complying with type 3R weather-resistant, die-cast aluminum with lockable cover. 2. Manufacturer/Product: a. Thomas&Betts, CKMDV H. WALL PLATES 1. Single and combination types to match corresponding wiring devices. a. Plate for all Spaces: Shall be stainless steel. If existing is high impact thermoplastic then new shall be to match existing, otherwise, all wall plates shall be stainless steel. b. Plate-Securing Screws: Stainless steel. I. FINISHES 1. Color: Wiring device catalog numbers in Section Text do not designate device color. a. Wiring Devices Connected to Normal Power System: Ivory, unless otherwise indicated or required by NFPA 70 or device listing. b. Wiring Devices Connected to Emergency Power System: Red. January 1, 2019 26 2726-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 2726 City of Renton WIRING DEVICES CAG 18-216 PART 3 -EXECUTION 3.01 GENERAL—NOT USED 3.02 FIELD QUALITY CONTROL A. Perform tests and inspections and prepare test reports. 1. Test Instruments: Use instruments that comply with UL 1436. 2. Test Instrument for Convenience Receptacles: Digital wiring analyzer with digital readout or illuminated LED indicators of ineasurement. B. Tests for Convenience Receptacles: 1. Line Voltage: Acceptable range is 105 to 132 V. 2. Percent Voltage Drop under 15-A Load: A value of 6 percent or higher is not acceptable. 3. Ground Impedance: Values of up to 2 ohms are acceptable. 4. GFCI Trip: Test for tripping values specified in UL 1436 and UL 943. 5. Using the test plug, verify that the device and its outlet box are securely mounted. 6. The tests shall be diagnostic, indicating damaged conductors, high resistance at the circuit breaker, poor connections, inadequate fault current path, defective devices, or similar problems. Correct circuit conditions, remove malfunctioning units and replace with new, and retest as specified above. 3.03 INSTALLATION A. Comply with NECA 1, including the mounting heights listed in that standard, unless otherwise noted. B. Coordination with Other Trades: 1. Take steps to insure that devices and their boxes are protected. Do not place wall finish materials over device boxes and do not cut holes for boxes with routers that are guided by riding against outside of the boxes. 2. Keep outlet boxes free of plaster, drywall joint compound, mortar, cement, concrete, dust, paint, and other material that may contaminate the raceway system, conductors, and cables. 3. Install device boxes in brick or block walls so that the cover plate does not cross a joint unless the joint is troweled flush with the face of the wall. 4. Install wiring devices after all wall preparation, including painting, is complete. C. Conductors: 1. Do not strip insulation from conductors until just before they are spliced or terminated on devices. 2. Strip insulation evenly around the conductor using tools designed for the purpose. Avoid scoring or nicking of solid wire or cutting strands from stranded wire. 3. The length of free conductors at outlets for devices shall meet provisions of NFPA 70, Article 300, without pigtails. 4. Existing Conductors: January 1, 2019 26 2726-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 2726 City of Renton WIRING DEVICES CAG 18-216 a. Cut back and pigtail, or replace all damaged conductors. b. Straighten conductors that remain and remove corrosion and foreign matter. c. Pigtailing existing conductors is permitted provided the outlet box is large enough. D. Device Installation: 1. Replace all devices that have been in temporary use during construction or that show signs that they were installed before building finishing operations were complete. 2. Keep each wiring device in its package or otherwise protected until it is time to connect conductors. 3. Do not remove surface protection, such as plastic film and smudge covers, until the last possible moment. 4. Connect devices to branch circuits using pigtails that are not less than 6 inches (152 mm) in length. 5. Use side wiring with binding-head screw terminals. Wrap solid conductor tightly clockwise, 2/3 to 3/4 of the way around terminal screw. 6. Use a torque screwdriver when a torque is recommended or required by the manufacturer. 7. When conductors larger than No. 12 AWG are installed on 15- or 20-A circuits, splice No. 12 AWG pigtails for device connections. 8. Tighten unused terminal screws on the device. 9. When mounting into metal boxes, remove the fiber or plastic washers used to hold device mounting screws in yokes, allowing metal-to-metal contact. E. Receptacle Orientation: 1. Install ground pin of vertically mounted receptacles down. F. Device Plates: Do not use oversized or extra-deep plates. Repair wall finishes and remount outlet boxes when standard device plates do not fit flush or do not cover rough wall opening. G. Arrangement of Devices: Unless otherwise indicated, mount flush, with long dimension vertical and with grounding terminal of receptacles on bottom. Group adjacent switches under single, multigang wall plates. 3.04 IDENTIFICATION A. Comply with Division 26 Section "Identification for Electrical Systems." 1. Receptacles: Identify panelboard and circuit number from which served. 3.05 CLEANING AND PROTECTION —NOT USED 3.06 TESTING REQUIREMENTS— NOT USED END OF SECTION 26 27 26 January 1, 2019 26 2726-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 5100 City of Renton INTERIOR LIGHTING CAG 18-216 SECTION 26 5100 - INTERIOR LIGHTING PART 1 -GENERAL 1.01 SCOPE OF WORK A. Section Includes: 1. Interior LED lighting fixtures. 2. Lighting fixture supports. B. Related Sections: 1. Division 26 Section "Wring Devices" 1.02 GENERAL REQUIREMENTS—NOT USED 1.03 REFERENCE STANDARDS— NOT USED 1.04 SUBMITTALS A. Refer to Division 01 for Submittal Procedures B. Product Data: For each type of lighting fixture, arranged in order of fixture designation. Include data on features, accessories, and finishes. 1.05 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, by a qualified testing agency, and marked for intended location and application. B. Comply with NFPA 70. January 1, 2019 26 5100- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 5100 City of Renton INTERIOR LIGHTING CAG 18-216 1.06 DEFINITIONS— NOT USED PART2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS— NOT USED 2.03 PRODUCTS A. See Fixture Schedule on Drawings. B. GENERAL REQUIREMENTS FOR LIGHTING FIXTURES AND COMPONENTS 1. Metal Parts: Free of burrs and sharp corners and edges. 2. Sheet Metal Components: Steel unless otherwise indicated. Form and support to prevent warping and sagging. 3. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating conditions, and designed to permit relamping without use of tools. Designed to prevent doors, frames, lenses, diffusers, and other components from falling accidentally during relamping and when secured in operating position. 4. Diffusers and Globes: a. Acrylic Lighting Diffusers: 100 percent virgin acrylic plastic. High resistance to yellowing and other changes due to aging, exposure to heat, and UV radiation. 1) Lens Thickness: At least 0.125 inch minimum unless otherwise indicated. 2) UV stabilized. b. Glass: Annealed crystal glass unless otherwise indicated. PART 3 -EXECUTION 3.01 GENERAL—NOT USED 3.02 FIELD QUALITY CONTROL A. Prepare a written report of tests, inspections, observations, and verifications indicating and interpreting results. If adjustments are made to lighting system, retest to demonstrate compliance with standards. 3.03 I NSTALLATION A. Lighting fixtures: Set level, plumb, and square with ceilings and walls. Install lamps in each fixture. B. Comply with NFPA 70 for minimum fixture supports. January 1, 2019 26 5100-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 26 5100 City of Renton INTERIOR LIGHTING CAG 18-216 C. Connect wiring according to Division 26 Section "Low-Voltage Electrical Power Conductors and Cables." 3.04 CLEANING AND PROTECTION— NOT USED 3.05 TESTING REQUIREMENTS— NOT USED END OF SECTION 26 51 00 January 1, 2019 26 5100-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 28 3100 City of Renton FIRE ALARM CAG 18-216 SECTION 28 3100 - FIRE ALARM PART1 -GENERAL 1.01 SCOPE OF WORK A. WORK INCLUDED: This specification establishes the requirements for the design and installation of modifications to the existing fire detection and alerting system as described in this specification and the referenced drawings. The scope of work involves modifications to the existing fire alarm system to include but not be limited to the following: 1. Designing and providing all necessary conduit and wiring associated with modifications to the fire detection and alerting system. 2. Provide conduiUwire to make connections to the FACP for annunciation at the "Fireman's Hat"within the new elevator car. Upon initiation of new smoke detector within the elevator controller room the Fireman's Hat in the elevator shall annunciate 3. Provide additional heat detector in existing shunt trip circuit. Shunt trip circuit shall cut power to all elevators when any heat detector on the circuit initiates. Provide necessary conduiUwire to make connections to the existing Fire Alarm System. 4. Provide and install permanent signs, labels and operational instructions. 5. Provide all programming or other incidental work to accomplish scope of work. 6. Provide testing as specified in paragraph 4.02 Testing of this section. 1.02 GENERAL REQUIREMENTS A. Section 26 0500 Common Work Results for Electrical. B. Related Documents: Drawings, Division 00 and Division 01 apply to work of this section. 1.03 REFERENCE STANDARDS A. Perform all work in accordance with the requirements of the latest issue of the following codes and standards, unless specifically directed otherwise in this specification in orderto allow designs in excess of the code requirements. 1. International Fire Code with Local Amendments 2. International Building Code with Local Amendments 3. Safety Code for Elevators and Escalators (ANSI A17.1)with Local and State Amendments. 4. NFPA 71 - Central Station Signaling Systems 5. NFPA 72 - National Fire Alarm Code 6. ADA-Americans with Disabilities Act 7. NEC- National Electric Code (NFPA 70) 8. WAC- Washington Administrative Code (296-46) 9. Local rules and interpretations required by the Authority having jurisdiction, including International Building and Fire Codes. 1.04 SUBMITTALS A. Refer to Division 01 for Submittal Procedures. January 1, 2019 28 3100- 1 General Construction for Renton City Hall Elevator Modernization—Phase 2 28 3100 City of Renton FIRE ALARM CAG 18-216 1.05 QUALITY ASSURANCE— NOT USED 1.06 DEFINITIONS A. AHJ =Authority Having Jurisdiction B. RFD= Renton Fire Department C. OWNER= Renton City Hall (RCH) D. LOCAL = means the main office and service center are located within 50 miles of the job site. E. CONTRACTOR=the person, firm or corporation with whom the OWNER has entered into the agreement with. F. INSTALLER =the installer of conduit, wire and equipment. G. EMERGENCY=a failure ofthe installed system which,in the reasonable opinion ofthe OWNER or AHJ, creates an unsafe or intolerable condition requiring immediate correction. H. SHOP DRAWINGS = the drawings created by the contractor (Installer and Vendor) utilizing AutoCAD,submitted for approval and then used and modified by the Installer and Vendorduring construction. I. AS-BUILT DRAWINGS= are a single set of shop drawings which shall be updated daily during construction. (See Section 1.10) J. RECORD DRAWINGS=shall include all of the information shown on the As-Built drawings. This information shall be added to AutoCAD Architectural Backgrounds. (See Section 4.01) K. FACP=designates a Fire Alarm Control Panel which processes alarm information and controls outputs. 1.07 APPROVAL AUTHORITIES A. The approval authority for this section of the project shall be OWNER and Renton Fire Department. Should there be a conflict of requirements;the OWNER shall make final approval. 1.08 CONTRACTOR/VENDOR QUALIFICATIONS A. The Fire Alarm System shall be installed by skilled electricians and mechanics, all of which are properly trained and qualified as a Certified Edwards Partner. B. Contractor shall prepare and provide complete submittal package, including shop drawings (if required) to meet City of Renton fire alarm and electrical permitting requirements. Contractor responsible for application, purchase and retrieval of all permits. January 1, 2019 28 3100-2 General Construction for Renton City Hall Elevator Modernization—Phase 2 28 3100 City of Renton FIRE ALARM CAG 18-216 1.09 SITE CONDITIONS A. The Contractor is advised that the drawings are diagrammatic in nature and do not intend to show all details. Contractor is expected to provide all miscellaneous parts and labor required to install a complete workable system. B. The Contractor shall coordinate with the Owner to define areas where the installers can store tools, equipment and other materials forthis project. The area is to be kept clean and neat at all times. The Contractor will be responsible for the security of all items stored in this area. Construction debris shall be removed daily. 1.10 FIRE WATCH AND FIRE PROTECTION SYSTEM SHUTDOWNS A. Contractor shall provide a continuous approved fire watch when it is necessary to shut down existing Fire Alarm Systems for switch over purposes or any other reason. Fire watch shall be performed by licensed security personnel, trained in the use and operation of portable fire extinguishers and instructed in how to contact the OWNER Police Dispatcher by either radio or telephone. Continuous rounds to cover all areas of the building are required every 30 minutes. An evacuation plan including a method to notify all occupants is required in occupied buildings. A log of the rounds and copious notes shall be maintained. Provide a 21-day notice to the Owner and attend coordination meetings for fire watch approval. B. Provide 21 working days advanced written notification to the Owner, requesting approval forfire protection system shutdown orfunctional impairment. Receipt ofthe approval from the Owner is required before any system shutdown or functional impairment. 1.11 AS-BUILT DRAWINGS A. At the end of the project, the Contractor shall provide one (1) complete set of drawings representing Fire alarm system with all new devices/changes bubbled to reflect revisions made. Show all wire installed, devices, circuit identification, device points, splice points, etc. (See Section 4.01). 1.12 FIRE ALARM SYSTEM - EXISTING A. Existing FACP is manufactured by GE/Edwards System Technology (GE/ES�. Model is GE- EST-3 Series. All existing equipment is U.L. listed with the FACP. 1.13 SYSTEM OPERATION DESCRIPTION A. FIRE ALARM FUNCTIONS: 1. Activation of a pull station or other automatic sensing device for fire, temperature, flame, or smoke shall: a. Cause an audible evacuation alarm signal to continuously sound until the system is reset. b. Cause the visual evacuation alarm devices to flash rapidly until the system is reset. c. Trip the master fire alarm box. d. Cause the appropriate zone advisory transmitterto operate and transmit to the central station loop. e. Provide elevator recall based on the following: January 1, 2019 28 3100-3 General Construction for Renton City Hall Elevator Modernization—Phase 2 28 3100 City of Renton FIRE ALARM CAG 18-216 1) Initiation of any device anywhere in the building shall activate primary recall to the 1 St floor level and the elevator doors shall open and remain open. 2) Initiation of any detectors located in the 1St floor lobby and elevator machine room shall cause the elevator to recall to the 2�d floor level,the elevator doors shall open and remain open. 3) Activation of the smoke detector in the elevator machine room shall cause the Fireman's hat in the elevator to annunciate. B. ELEVATOR CONTROL FUNCTIONS: 1. The fire alarm system shall,during certain alarm conditions,control the elevator via the relays mounted on the Fire Alarm Relay Backboard to be installed in the elevator controller room. As a minimum, the controls shall: a. Automatically restore the controlled systems to normal operation after the FACP is reset from alarm posture. b. Automatically release shaft smoke damper to open position upon activation of fire alarm system. c. Cause elevator Primary&Alternate recall operation. d. Provide signal to elevator cab that the smoke detector within the elevator equipment room has been activated. Activation shall cause Fireman's Hat within elevator cab to flash. C. SUPERVISORY FUNCTIONS: 1. Supervise the alarm initiating circuits, building signaling circuits,and auxiliary control circuits, except the door circuits, against grounds, opens, and shorts. 2. Upon application or reapplication of 120 VAC power, the fire alarm system shall automatically,without any operator intervention, initialize all circuitry and shall be in a normal operating condition. Systems which require operator intervention to reset manual controls following a 120 VAC restoration are not acceptable. 1.14 INTERFACE WITH EXISTING FIRE ALARM SYSTEM: A. The existing fire alarm system shall not be disabled at any time. PART 2 -PRODUCTS 2.01 GENERAL—NOT USED 2.02 MATERIALS A. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. PREVIOUSLY USED EQUIPMENT SHALL NOT BE ACCEPTABLE UNLESS SPECIFICALLY IDENTIFIED ELSEWHERE IN THIS SPECIFICATION OR ON THE DRAWINGS. 2.03 PRODUCTS A. MANUFACTURER 1. All equipment shall be listed, cross-listed and labeled by Underwriters' Laboratories and approved by Factory Mutual. January 1, 2019 28 3100-4 General Construction for Renton City Hall Elevator Modernization—Phase 2 28 3100 City of Renton FIRE ALARM CAG 18-216 B. FIRE ALARM CONTROL PANEL AND AUXILLIARY EQUIPMENT- Existing. C. FIRE ALARM DEVICES SHALL BE AS FOLLOWS: 1. Smoke detectors: Photoelectric type. GE/Edwards SIGA-PS. 2. Heat Detectors: Rate of rise GE/Edwards HRS. 3. Horn/Strobe: Genesis series 4. Speaker/Strobe: Genesis series 5. Pull Station: SIGA 270 6. Multi-Voltage Control Relay: MR101/C 7. Input Module: SIGA-CT1 D. FIRE ALARM SYSTEM CIRCUIT WIRES 1. Signature loop: #16, yellow (pos), orange (neg) 2. Horn: #14, red (pos), black(neg) 3. Strobe: #14, red (pos), black (neg) 4. Speakers: #16, tan (pos), purple (neg) E. CONDUCTORS 1. System vendor/contractor is responsible to size conductors to account for voltage drop. 2. Conductors#14 and larger shall be stranded; conductors smaller than #14 shall be solid. 3. In each junction box or panel, label incoming wire pair with black tape within 2" of conduit. F. RELAYS 1. Provide factory enclosures. Mount on fire alarm relay backboard as shown on drawings. Relays shall have a status LED. Mount the relays at 5' level for easy LED viewing. Contractor to field locate all devices in accessible areas. 2. Relay modules shall be GE/EST SIGA-CR for single Form C (SPD� relay. 3. Contractorshall maintain separation between all power-limited circuits and non-power limited circuits in the relay installation process. Refer to NEC-760. G. SPARES- None PART 3 -EXECUTION 3.01 GENERAL A. APPROVAL 1. No equipment shall be provided at the job site until shop drawings have been reviewed and approved by the OWNER and AHJ. An OWNER and AHJ approved shop drawing set shall be continuously available at the job site during construction. 3.02 FIELD QUALITY CONTROL— NOT USED 3.03 I NSTALLATI ON A. MOUNTING POSITION 1. Mount where shown on drawings. B. MOUNTING METHODS January 1, 2019 28 3100-5 General Construction for Renton City Hall Elevator Modernization—Phase 2 28 3100 City of Renton FIRE ALARM CAG 18-216 1. Conduit, panels, devices and boxes shall be secured by means of expansion shields in concrete, machine screws on metal surfaces and wood screws on wood construction. Attachment with devices driven in by power charge or nail type nylon anchors are not acceptable in lieu of machine screws. C. AUXILIARY CONTROLS 1. Provide all wireways, wiring, control modules, interposing relays. Each type of equipment shall be controlled by dedicated double throw relay(s) located in or adjacent to the FACP or elsewhere in the building as indicated in the specifications and/or on the drawings. Field control modules may be used for addressable systems. D. FACP WIRING (Non-Power limited circuits versus Power Limited) 1. Contractor shall take every precaution to comply with non-power limited and power limited circuit requirements of Article 760 of the NEC. Coordinate with the equipment manufacturer to provide code-required clearances between these two systems or other means as described therein. E. ELEVATOR CAR POWER& LIGHTING TRAVELING CABLE 1. Traveling cable furnished and installed by Elevator Contractor. F. WIRING 1. The manufacturer's recommendations shall only be used as a minimum requirement. 2. All wire shall be new; UL approved and marked, and brought to the job site in original packages. 3. Wre insulation shall be one of the types required by NEC. All wires shall be sized per the NEC for the load serviced. Field wiring for initiation,supervision and signal circuits shall be solid conductor. All wire shall be approved for fire alarm installations. 4. Splicing is allowed as long as the splice is Pigtailing. Tee tapping is prohibited for all system circuits. Fire alarm system shall be wired"Class B",device to device,with no splicing unless approve by the Owner. End of line resistors shall be located in the terminal cabinet or the end of the corridor or other unassigned (public) space for the zone served. 5. Splicing shall be made with Minnesota Mining&Mfg. Co."Scotchloc"spring connectors with steel cap and PVC insulation, Thomas & Betts or approved equal. 6. Colors shall match when possible and the conductors shall be mechanically secured to each other such that no stress shall be applied to the splice. 7. Aluminum wire is prohibited. 8. Wre pulls by powered mechanical means will not be permitted. Conduit shall be thoroughly cleaned of all foreign material just prior to pulling the wire or cable. Lubricants shall be compounds specifically prepared for cable pulling and shall not contain petroleum or other products, which will affect cable insulation. 9. Wre that has scrapes, nicks,gouges or other crushed insulation shall not be used and shall be removed. 10. Low voltage energy limited wiring shall not be run in the same wireways with or closely parallel to high voltage and/or switched power wiring. 11. Interposing relays shall be used for all switched power loads and shall be located such that the switched power conductors do not run in the same wireway as the interposing relay coil power or any other energy limited low voltage conductors. 12. All wiring shall be contained in metal conduit or raceways dedicated to fire alarm service. 13. All solid wire terminations shall be made bare to screw terminals specifically designed for bare wire connection. Cable shield terminations shall be made with T&B "Sta-Kon" (or approved equal) self-insulated, spade lugs where connected to screw type terminals. 14. No wire run or circuit shall be longer than 80% of the maximum allowable length and power consumption for the wire size and application. No output circuit shall exceed 80% of the maximum load capacity specified by the manufacturer. January 1, 2019 28 3100-6 General Construction for Renton City Hall Elevator Modernization—Phase 2 28 3100 City of Renton FIRE ALARM CAG 18-216 15. Wring in all cabinets and terminal boxes shall be neatly arranged and bundled with tie wraps or equivalent. 16. All initiating and signaling circuit devices shall be externally labeled with a printed adhesive label approximately 1/2 by 1 inch in size. Identify the circuit and zone, using a 12 to 14 point font, black ink on white. G. TERMINATIONS 1. All device terminations shall be field verified by a factory trained "GE/Edwards Synergy Certified"technician. Contractorwill be required to complete all system trouble shooting and fault correction prior to commissioning under observation of VWVU Technical Maintenance technicians. H. RACEWAY 1. All wiring shall be contained in metal conduit or raceways dedicated to fire alarm service. 2. Raceway shall be Surface Mounted Raceway(SMR) in all rooms and corridors and EMT in electrical and machine rooms. 3. SMR shall be Wremold #700 minimum or equal. Where conduit is allowed, as noted on drawings, conduit size shall be 1/2" minimum. 4. No raceway shall be filled such that the maximum fill is in excess of 40%. The contractor shall demonstrate by performing fill calculations that the design complies with these criteria. Exceptions are only allowed when use of existing wireways is approved. 5. Provide 6x6 inch or larger junction boxes at all junctions where four or more conduits are combined. Use of extension rings to achieve adequate space for a device orjunction is not allowed. 6. All raceways shall run parallel or perpendicular to walls, floors, and ceilings. 7. All junction boxes and covers for the fire alarm system shall be painted red inside and outside, except that J-Boxes and covers in finished areas shall be painted to match the wall or ceiling and have a 'h inch minimum red dot on the cover. 8. All conduit and raceways installed above the ceiling shall be color coded by a 3/4-inch red tape band at 10 ft. intervals. Tape shall be Scotch Brand #35 or approved equal. 9. Use flat-head screws to fasten SMR channel to surfaces. 10. Maintain grounding continuity between SMR raceway components to provide a continuous grounding path. 11. Fastener Option: Use clips and straps suitable for the purpose with approval of the owner. 12. Where SMR runs through walls the cover shall be cut immediately on both sides of the wall to facilitate removal ofthe cover. The SMR shall transition to conduit through the wall and back to SMR on the other side, unless the other side is an area where conduit is allowed. 13. All through wall penetrations shall be caulked with U.L. Listed fireproofing material to maintain fire rating of existing wall. All corridors are typically 2 hour rated. Provide fireproofing on both sides of wall being penetrated. PART 4 - FINAL ACCEPTANCE REQUIREMENTS 4.01 RECORD DOCUMENTS A. As a condition for the project final acceptance, the Contractor shall, submit the following documents to the OWNER for approval: 1. AS-BUILT DRAWINGS: a. The as-built drawings shall be neatly prepared in accordance with Section 01770. These drawings shall include: 1) Changes as a result of final installation, testing, or a change to the system design. These drawings shall include an accurate depiction of risers, raceway, January 1, 2019 28 3100-7 General Construction for Renton City Hall Elevator Modernization—Phase 2 28 3100 City of Renton FIRE ALARM CAG 18-216 conduit, all wire runs, cable identification, conduit size, location of junction boxes, terminal boxes, sources of power, devices, sensors, equipment, controlled equipment (motor starters, fans, pumps, valves, dampers, etc.). 4.02 TESTING A. The completed system shall be subjected to two required tests: 1. PRELIMINARY TEST: The preliminary test will be conducted by the contractor and witnessed by OWNER. a. This test shall be completed afterthe system has been on line for a minimum of seven days. Should the results not be satisfactory to the OWNER, then corrections will be made and a re-test will be required at the contractor's expense. The Contractor and Owner shall be present for all testing. b. The preliminary test shall be in accordance with a written Acceptance Test Procedure (ATP)to demonstrate and certify proper system operation. The ATP shall be prepared by the contractor and submitted to the Owner for approval prior to the performance of the ATP. As a minimum, the ATP shall provide a detailed method of testing and documenting the following to demonstrate to the Owner that the systems function as intended by the design. The document shall include written test procedure and customized check off sheets for the following as a minimum: 1) All new circuits, relays and other devices shall be thoroughly tested. 2) All new circuits shall be tested for proper supervision and operation. 3) Elevator recall relays for Primary and Alternate operation. 4) Elevator Fireman's Hat operation. 5) Shunt trip circuit for shunting of elevator electrical power. B. RENTON FIRE DEPARTMENT TEST: After satisfactory completion of the preliminary testing, the Owner will arrange for Renton Fire Department to witness a final contractor executed acceptance test of the system. Final acceptance will be granted jointly by Renton Fire Department and the OWNER. Approval of the AHJ shall be evidenced in writing and a copy forwarded to the OWNER. C. The requirements for final testing shall be as requested by Renton Fire Department at the final test. 4.03 OTHER ITEMS: A. At the completion of the installation when the as-built drawings have been submitted and accepted,the contractor shall submit a letter to the Owner certifying that the fire alarm system is completely functional and conforms to all applicable codes,ordinances,and requirements ofthe contract. B. Submit installation permit from the AHJ to the OWNER. 4.04 PROJECT COMPLETION A. In addition to the requirements of Section 01770, project completion and payment will be based on completion of the following: 1. Completion and approval of acceptance tests. 2. Completion of punch list items. 3. Delivery and acceptance of the as-built drawings. January 1, 2019 28 3100-8 General Construction for Renton City Hall Elevator Modernization—Phase 2 28 3100 City of Renton FIRE ALARM CAG 18-216 4. Cleanup of installation site to the satisfaction of Owner. END OF SECTION 28 31 00 January 1, 2019 28 3100-9