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HomeMy WebLinkAboutCAG2019-029 - Original - A to B Builders, LLC - Lake Meridian Park Bathhouse Repair - 01/28/2019 *✓ KETIT Records Management Document CONTRACT COVER SHEET This is to be completed by the Contract Manager prior to submission to the City Clerk's Office. All portions are to be completed. If you have questions, please contact the City Clerk's Office at 253-856-5725. Vendor Name: A to B Builders, LLC Vendor Number (]DE): Contract Number (City Clerk): Category: -Contract Agreement Sub-Category None g y (if applicable): ... Project Name: Lake Meridian Park Bathhouse Repair c� 1/28/19 130 days from NTP Contract Execution Date: Termination Date: Lynn Osborn/BH Parks Contract Manager: Department: Contract Amount: $677,942.10 Budgeted: ❑✓ Grant? Part of NEW Budget: Local: ❑ State: Federal: Related to a New Position: Basis for Selection of Contractor? Bid Approval Authority: n Director 1-1 Mayor 0 City Council Other Details: Public Works aamt. for repair of arson repair damaae to restroom ...__._............. building, which occurred in June 2018 immediately following remodel of building. Division Contract#PPD19-01 CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and A to B,_Bu:ilders LLC, organized under the laws of the State of Wash i kcan located and doing business at 26213 129 Auenue SE Kent WA 98030 ("Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1. The Contractor shall do all work and furnish all tools, materials, and equipment for: Lake Meridian Pares; Bathhouse Repair in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the current adopted WSDOT Standard Specifications including the latest amendments issued by WSDOT as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within 130 calendar days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. The total contract amount, including Washington State Sales Tax, is $677,94,2,10. 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3. The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, 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 the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6. Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. S. Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. CITY OF KENT BY: DANA RALPH, MAYOR DATE: l ATTEST! KIMBERLEY A.(K M'OTO, CITY CLERK "APP ED AS TO FORM;,,--' E LAW DEPARTMENT ACTOR BY— PRINT NAME: 1_�1 mr TITLE: ''"�s"a. DATE: PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that A to B Builders, LLC has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named LAKE MERIDIAN PARK BATHHOUSE REPAIR for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Technical Specifications. Reference the Section in this proposal document where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears. Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*). 5) The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor shall contact the Contract Payment section of the Division of Accounting and Financial Services of the Department of Transportation, Olympia, Washington, for questions regarding sales tax. The Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit Bid prices or other Contract amounts. In some cases, however, state retail sales tax will not be included. Section 1-07.2(2) describes this exception. LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE PROPOSAL SIG6NATURE PAGE PROJECT: Lake MeridianPark. Rathh+ause Reppir The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within 130 calendar days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional Information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s 1 2 to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: 12/27/2018 A to B Builders, LLC NAME OF BIDDER Signature Anthony Thompson, President .........___...wm.._. _._. ..._ . .._......_._.. ._... (Print Name and Title) PO Box 98 Address Enumclaw, WA 98022 LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE BID SUMMARY BASE BID: LAKE MERIDIIAry PARK BATHHOUSE REPAIR DO NOT INCLUDE TAX UNIT PRICES - include all labor, materials and equipment necessary to provide and/or execute and/or place Item noted. BID SCHEDULE �{ p ? PAr7crs71 ndi I wjs 1 LS V L� S Y i �. fCrvrston .___.. _ . .._ ���� 2 Existing Conditions 1 LS .. (Division 2) -2 3 Metals 1 LS rr Z p (Division 5) _ Z p 7a Zw 1 3� 3 4 Wood and Plastic 1 LS (Division 6)_...._ 4 5 Thermal and Moisture Protection (Division 7) . ...... ` 5 6 Doors and Windows 1 LS.. ..i.---._. s)........ --- _ .._..._ b 7 Finishes 1 LS (Division9) ........ ....v _._..._.. __. ._ .. .. .... 3-..._ . 8 Specialties 1 LS ,(Division 10) '') �� � ZO 3 J fa __— . ._.. _. - p...n._ .- ,..1,.,... _.......___....... 8 9 Plumbing 1...... LS p� n (Division 22) q ( -- ---- - Heating,9_It7 Heating, Ventilating and HVAC 1 LS ivisin 23 f f 3`i .t......m...._ (Do ) ... . 1 ) Y �✓ T ) d iB11 Electrical 1 LS p ..... _ _ ......_, _ _. . (Division 26) `l 6, QVf 1+ o Z 12 Alternate #1 - Drinking Fountain 1 LS Total Lump Sum Bid Items 1 through 1-1 8 1 $ ; 6__1 0 1-3 1J_.._. _.._ Bid Amount in Words Total Lump Sum Bid including Alternate #1 $ lli L Bid Amount in Words 51X.-_ �LUAC�YtA CtXC}{'fA `rn01(SD-� _ .._ NOTE: Washington State Sales Tax of 10% will be added to the base bid amount in the contract. LAKE MERIDIAN PARK BATHHOUSE REPAIR ADDENDUM #2 The undersigned Bidder hereby verifies that these listed bid prices are true and correct in all respects. BIDDER: DATE: , 12/27/2018 (Signature) By: Anthony Thompson President ............ (print name) ---------------------------- ------------ ----------- ......... ............. .......................................... .. ........ ............. ---------......------------ ............ Company Name: A to B Builders, LLC Address: PO Box 98 .............. .......... City/State/Zip: Enumclaw, WA 98022 ... .............. Phone: 425 .. .. .... ... ... ......... ................................................... .... ............................... LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE r BID BOND FORM'. KNOW ALL MEN BY THESE PRESENTS: That we, A to B Builders, LLC as Principal, and _ Old Republic Surety Company , as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of $ cwcrcrrenefSMlmt9rAAm uewt Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Lake Merdtdian Park Bathhouse Repair. According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS 27th DAY OF December 20 18 , A to B BURders PRINCIPAL OI a is Sue an „ SUR-TY Carley E 'plrnt , ttorn y_in y -Fact -DCekw �pv- Z la Received return of deposit in the sum of $ LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE an * OLD REPUBLIC SURETY COMPANY POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS'. That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint: KAREN C.SWANSON,ERIC A,ZIMMERMAN,CYNTHIA L.JAY.JAMIE L.MAROUES.CARLEY ESPIRITU,ALICEON A.KELTNER,CHRISTOPHER KINYON, DIANE M.HARDING,ANNELIES M.RICHIE,KYLE JOSEPH HOWAT,BRANDON K BUSH,PETER J COMFORT,HEATHER L.ALLEN,JACOB T.HADDOCK, HOLD ALBERS,OF TACOMA,WA its true and lawful Altomcy(s)-in-Fire[,with foil power and authority,not exceeding SSg000,000,for and on behalf of the company as surety,to execute and deliver and affix the sent of the company thereto(if it seal is required),bonds,undertakings,reargnizarecs or rather written obligations in the nature thereof, (other than bail bonds,bank depository bonds,mortgage deficiency bonds,mortgage guaranty bonds,guarantees of installment paper and note guaranty bonds,self-insurance workers compensation bonds guaranteeing payment of benefits,asbestos abatement contract bonds,waste management bonds,hazardous waste remediation bonds or black lung bonds), as follows: ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEED THIRTY MILLION DOLLARS($30,000,000)------------------FOR ANY SINGLE OBLIGATION and to hind OLD REPUBLIC SURETY COMPANY thereby,and all of the acts of said Attorneys-in-Fact,pursuant to these presents,are ratified and conllmhed, This document is not valid unless prinction ordered background and is mttli•colarrr<9. this appointment is made under and by authority of the board ratifications at a special meeting held on February 19, 1982. This Power of Attorney is signed nix],scrded by facsimile under and by the authority of the following resolutions adopted by the board of directors of the OLD REPUBLIC SURETY COMPANY on February 18, L982. RESOLVED that,the president,any vice-president,or assistant vice president,in conjunction with the secretary or any assistant secretary,may appoint attorneys-io-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix lire seal of the company to bonds,undertakings,recognizances,and suretyship obligations of all kinds;and said officers may remove any such anomcy-io-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (1)when signed by the president,any vice president or assistant vice prusidmn,and attested and sealed(if a seal be required)by any secretary or assistant secretary,or (n)when signed by the president,any vice president or assistant vice president,sccretary or assistant secretary,and countersigned and sealed(if a seal be required)by a duly authorized attorney-in-fact or agent;or (iii)when duly executed and sealed(if a seal be required)by one or more attorneys-in-fuck or agents pursuant to and within tire limits of the authority evidenced by the Power of Attorney issued by the company to such person or persona_ RESOLVED FURTHER,that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations ofthe company;and such signatrru and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF,Off)REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be affixed this._..»._»26TH ...--...--._day of OCTO©ER 2018. - OLD REPUBLIC SURETY COMPANY ,,a0t suwrr`. Y4 S AI a a. 1„I �"✓ r � . G rt • .e......"........"... ..... .�.-W...i..�.-.. STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS President On this 26TH day of OCTOBER,20t8 ,personally came before me, Alan Pavlic and to me known to bethe individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed lhcabove instrument,and thev each acknowledged the execution of the same,and being by me duly sworn,did severally depose and say; that they are the said officers of the corporation aforesaid,and that the seat affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were,duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation. %6rnph+ —�— __ .., ._.,.,w...._.._. ,,`oax-�•IF Notary Public My commission expires:___ 9/28/2022 CERTIFICATE (Expiration of notary commission does not invalidate this Instrument) I.the undersigned assistant secretary ofthc OLD RI PUBI'.AC SURE I'Y COMPANY,a Wnsuopsirr corprou n,CFETIFY[lull the tlisr¢gutng aml ullarched Power of Attorney remains in full fusee and has not hccn rcvnked,nand hlttheneuaI that the Resolutions ol'the based I Cityoct a�forth at fire Puwcr of"Aumincy,arc now in Ibrce,8-SS60 ,� x`sc suer,; Slgr red vtd xanled,al1Jrc. y it Brookfield.4fl liras day art _ S s i I vaev,ss PROPEL INSURANCE • CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor In numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: lake Meridian Park Bathhouse Repair Project Number: #PPD19-01 Subcontractor Name NC&(°�16IPA t""�1 _ . . Item Numbers Subcontractor Name _mm .,........ _...,....w......_ Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers .. BIDDER'S SIGNATURE LAKE ME TL?lAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE SUBCONTRACTOR LIST (Contracts over I million dollars) Nameof Bidder: ................ _........_._......... ._._........_.__ ......_..__......_-._........ .,.,__d..._ ... ..r.._. Project Name: Lake Meridian Park Bathhouse, Repair Project Number: PPD19-01 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcont ctors with whom the Bidder, if awarded the contract, will subcontract for performance of t e work of heating, ventilation, and air conditioning; plumbing; and electrical, or to na e itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of Lich subcontractors or to name itself to perform such work or the naming of two or more subs ntractors to perform the same work shall render the Bidder's Bid non-responsive and, ther ore, void. Subcontractor Name: Subcontractor Name: Subcontractor Name: Bidder's Signature Date LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date,.. 1-21711y1 ............._____...__..w This statement relates to a proposed contract with the City of Kent named Lake Meridian Park Bathhouse Repair I am the undersigned bidder or prospective contractor. I represent that - I have I have not KX participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. A to B Builders, LLC/Anthon . NAME OF BIDDER BY:. C. SIGNATURE/TITLE PO Box 98 Enumclaw, WA 98022 ...... _............ _ ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE GENERAL CONTRACTOR'S REFERENCES If you have not worked for the City of Kent in the past three years: Please provide FIVE references for work performed similar in size and scope to the Lake Meridian Park BathhgUse gppanr. At least two of the references should be from a public agency. Everett Public Schools .Agency Name 3900 Broadway, Everett,WA 98201 _ Address, city, state, zip 425-385-4197 Phone _......-.___-..... _ _................._. Darcy Walker Contact Name Penny Creek Elementary School -Safety wand Security Upgrades Name of Project $605,337-2018 ,Contract Amount (approx.), Year Everett Public Schools .,,_,,,,, ,Agency Name 3900 Broadway,Everett,WA 98201 Address, city, state, zip 425-259-0868 Phone Andy Hall (architect) Contact Name Silver Firs Elementary School Safety and Security Upgrades Name of Project $523,773-2018 Contract Amount (approx.) Year Washrrgton State M mm. m. ... m Agency Name Buulf#ingl_36 -- Cnp Mwrra _facgrrga,UVA 984 ......... __.----------------.........,Address, city, state, zip 206-498-9960 Phone Monica Verestegui Contact Name Snohomish Readiness Center Restroom/Kitchen Upgrades Name of Project $459 888 2017 Contract Amount (approx,), Year Port of Edmonds Agency Name 336 Admiral Way, Edimonds„WA 98020 _Address, city, state, zip 425-673-2008 Phone Chris Osterman Contact Name Port of Edmonds Restroom Remodel Name of Project $150 000 -2017 Contract Amount (approx.), Year LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE Snohomish Fire District#7 Agency Name 163 Village Court, Monroe,WA 98272 Address city, State zi —_.._.. ....... .........__ y, p 360-794-7666 Phone Steve Guotill Contact Name Snohomish Fire District Adminstrative Offices_TI Name of Project $310.337 -2017 Contract Amount (approx.), Year Note: This form must be included with your bid. ❑ I have worked for the City of Kent in 2016, 2017 or 2018. Name of Project(s): LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes: Lalke Meridian Park Bathhouse Repair This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date ( 2 .12/2.0.1.8), 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. A to B Builders, LLC Bidder's Business Name By Signature of Authorized Official* Printed Name: Anthony Thompson Title: President Date: 12/27/2018 City and State: Enumclaw WA *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 sign). If a co- partnership, proposal must be executed by a partner. LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) for Lake Meridian Park Bathhouse Repair THE CITY WILL REVIEW THE CONTRACTORS RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: Anthony Thompson NAME: Ato B Builders, LLC ADDRESS: PO Box 98 Enumclaw,WA 98022 PRINCIPAL OFFICE: A to B Builders, LLC ADDRESS: PO Box 98 Enumclaw,WA 98022 PHONE: 425 949 5562 FAX: 425 949 8982 1. STATUTORY REQUIREMENTS ISEE ATTACHED DOCUMENTATION 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE 2. ORGANIZATION JSEEATTACHEDDOCUMENTATION 2.1 How many years has your organization been in business as a Contractor? 2.2 How many years has your organization been in business under its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s): 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the fojlowwirag: 2.4.1 Date of organiza�tioj� 2.4.2 Type o rship (if applicable): ame(s) of general partner(s): 2.5 If your organization is individuallyw of the following: 2.5.1 Date of ation: 2 me of owner: —" 2.6 If the form of your organiz ise-s o er than thos�Iisted above, describe it and name the pries 3. LICENSING SEE ATTACHED DOCUMENTATION 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE I SEE ATTACHED DOCUMENTATION 4.1 List the categories of work that your organization normally performs with its own forces. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. 5. REFERENCES I SEE ATTACHED DOCUMENTATION 5.1 Trade References: 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash, joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent-subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated this 26th day of December 20 18 Name of 0[gattizakjgn: A to B Builders, LLC By: Anthony Thompson Title: President 7.2 ,/`?/+'' / > p stiff t , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and swo e re a this � day of . °"20 Notary Public; / w t t\\\1YIII My Commission Expires: IBM, t�fa✓! ^a,g ,\pw18YiA'9, i p zo u o PU6 ryq" l'Ili -'7.6 OF 0 ',5 LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE PO Box 98 Enumclaw, WA 98022 K0ToB 2 425.949.5562 s u i u o s a s info(&atobbuilders.com City of Kent - Lake Meridian Park Bathhouse Repair Contractor's Qualification Statement 1 . STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. Attached following this page 1.2 Provide your current state unified business identifier number. UBI : 604 061 251 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. Attached following this document 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). I certify that my company, A to B Builders, LLC, have not been in the past three (3) years, disqualified from. bidding on any public works contract under RCW 39 . 06. 010 or 39 . 12 . 065 (3) 12127/2018 --------- - _- . Anthony Thompson, President A to B Builders, LLC PO Box 98 Enumclaw, WA 98022 97TOB 2 425.949.5562 B U I L D E R S info(a).atobbuilders.com City of Kent - Lake Meridian Park Bathhouse Repair CONTRACTOR'S QUALIFICATION STATEMENT 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 2 years 2.2 How many years has your organization been in business under its present business name? 2 years 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of Incorporation; Novembor26,2of6 2.3.2 State of incorporation: woshington 2.3.3 President's n8n1e: Anthony Thompson 2.3.4 Vice-presjd'ent's name(s): Barris Thompson 2.3.5 Secretary's name; Berrie Thompson 2.3.6 Treasurer's name: Anthony Thompson 3. LICENSING 3.1 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. Washington State General Contractor : BBUILBB844RA 3.2 List jurisdictions in which your organization's partnership/trade name is filed. Washington State General Contractor : BBUILBB844RA PO Box 98 TO Enumclaw, WA 98022 425.949.5562 B U I L D E R S infogatobbuilders.com City of Kent - Lake Meridian Park Bathhouse Repair Contractor's Qualification Statement 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. Demo, Concrete, Framing 4.2 Claims and Suits. 4.2.1 Has your organization ever failed to complete any work awarded? NO 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? No 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? NO 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? NO 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. PROJECT: GA Mural Relocation OWNER: Department of Enterprise Services ARCHITECT: Schreiber Starling & Whitehead CONTRACT AMOUNT: $979, 337 PERCENTAGE COMPLETE : 20° SCHEDULED COMPLETION DATE: 4/1/2018 PO Box 98 TO Enumclaw, WA 98022 425.949.5562 e u I L D E a s infoCr)atobbul1de1*S.com City of Kent - Lake Meridian Park Bathhouse Repair Contractor's Qualification Statement 4. EXPERIENCE 4.4 Projects In Progress: PROJECT: -ransportation Facilities Fire Restoration Storage Building OWNER: Puyallup School District ARCHITECT : Cornerstone Architectural Group CONTRACT AMOUNT: $571, 773 PERCENTAGE COMPLETE: 20° SCHEDULED COMPLETION DATE: 5/1/2018 TOTAL WORK IN PROGRESS : $840, 888 4.5 On a separate sheet, list the major projects your organization has completed in the past 5 years, giving name of project, owner, architect, contract amount, date of completion and percentage of the cost of the work performed with your own forces. PROJECT : Penny Creek Elementary Safety/Security Upgrades OWNER: Everett Public Schools ARCHITECT : Botesch, Nash & Hall CONTRACT AMOUNT: $605, 337 DATE OF COMPLETION : 10/1/2018 % SELF PERFORMED: 30$ PROJECT: Silver Firs Elementary Safety/Security Upgrades OWNER: Everett Public Schools ARCHITECT: Botesch, Nash & Hall CONTRACT AMOUNT : $523, 7 /3 DATE OF COMPLETION : 10/1/2018 SEJF PERFORMED: 300 PROJECT : Snohomish Readiness Center OWNER: Washington. State Military ARCHITECT : Schreiber Starling & Whitehead CONTRACT AMOUNT: $417, 157 DATE OF COMPLETION: 5/1/2018 SELF PERFORMED: 300 Average annual amount of construction work performed during the past five years: $1, 000, 000 PO Box 98 Enumclaw, WA 98022 KTO 2 425.949.5562 e u i L D E R S info atobbuilders.com City of Kent - Lake Meridian Park Bathhouse Repair Contractor's Qualification Statement 4. EXPERIENCE 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. SEE ATTACHED 4.7 List your major equipment. 2016 Kubota Excavator 2014 Skyjack Scissor Lift 2004 Chevy 3500 Du-np -- ruck 5. REFERENCES 5.1 TRADE REFERENCES Spectra Flooring, Tukwila, WA tami . scott@spectracf . com Cascade Door & Hardware, Arlington, WA sherris@cascadedoorandhardware . com Hungry Buz/aru, Bothell, WA Chr-sting@hungrybuzzard. com 5.2.13ANK REFERENCES The Commerce Bank of Washinton Jennifer Button or Marlene Myers (206) 292-3900 5.3. SURETY Old Republic Jacob Haddock 601 Union St #3400 Seattle, WA 98101 JU Q / / s 'r yyy l / J r / / i Lo q i r i l O N Lo a 3 doo3 ON 0.4 mxu Aar <C0W CERTIFICATE F COVERAGE EMPLOYER: This official certificate of industrial insurance coverage is in lieu of a policy'. It remains in effect until your account is officially closed. There is no limitation of benefits. You are required by law to post both this certificate and copies of the posters listed below. You will soon be receiving I copy of each. If you require additional copies. call Labor insurance Services Division and Industries at 360-902-4817. Employer Services at Job Safety and Health Protection (available in Spanish) Your Rights as a Worker/Family Care Department of Labor & Industries . Notice to Employees PO Box 44144 Olympia WA 98504-4144 WORKER: The employer named below is an insured policyholder with www.LNJ.wa.gov the Washington State lnduvtrial Insurance Trust Fund_ UBI*: t'rrli y Ei(9�iscliyt Date Location I'aa�plcrygr *four Unt[ted Ruun�cs ldentifior is the only nmnbei you ueed to dliCnSS your business ecunuu with Ike Washington state departments Of Revenue, Licensing, Employment Securiry, Labor and Industries and ttte Office of the seerelary of State.Other state licenses or registruionx may be required for proper licensing of your business. rat i-t.uewtwmi .r A TO B BUILDERS,LLC A TO B BUILDERS,LLC CIO A TO B BUILDERS UNIT 96 1742 ENUMCLAW WA 98022 ueraa�eer(tae eaanrru BUSINESS LICENSEi it a 5TA OT WASHININGTON Unified Business ID tt:604061254 . Limited Liability Company Business ID t 001 Lacatfon:0001 p q A TO B BUILDERS,LLC"P A TO B BUILDERS LLC Expires:Oct 31,2019 26213 129TH AVE SE 1+; -y KENT,WA GBO30-7945 U (;. TAX REGISTRATION-ACTIVE b' CITY ENDORSEMENTS: g OLYMPIA GENERAL BUSINESS*36916-ACTIVE ^� WOODINVILLE GENERAL BUSINESS(EXPIRES 11)30l2019)-ACTIVE tr PUYALLUP GENERAL BUSINESS-NON-RESIDENT-ACTIVE G. i%i 44 REGISTERED TRADE NAMES, Ip A TO B BUILDERS LLC ( PuW 'i f 1 tl� II1 'rcu Xl TM1{s dntNlnenl htlCA tlha XCXiXYXnlinitF.gfdntaklpRniP AndhMRnM1l5d�N141kY1XfdfUrdhc lluwdrva5X ��� R narcbcd alwnMa.BTauepllag lM1la dnXnmanl Ylna lln-AnaFnrcrll8lXw llXr infivindlitnrvbn Chaylltllrndion "� WTA 4GnrIaNSGa,.lruar and aeduenta b Oha Luat ni biw Nr hmr M1nuw9edga,and{Hal Unxlrvpnw wibl be ,. ,,,,, ,_ NII <nndut'tlad bn Cromplianec vvilhalf aYptli6hlrlC WreNrin81uM1 C9atcr cOnnlp and oily engula Yinns, tlJlreclrrv.enµirlmailol Wavenuv i fe�um49A' "maw&�.uA;'NYwM1trvidGw�Fu ,1�«1rvSUuwVW VI STATE OF WASHINGTON UBI:604061264 001 0001 Expires'Oct 31,2019 A TO B BUILDERS,LLC TAX REGISTRATION ACTIVE A TO S BUILDERS LLC OLYMPIA GENERAL BUSINESS M2131291'HAVE SE =#36918 ACTIVE KENT,WA 98000-7945 WOODINVILLE GENERAL BUSINESS JEXPIRES I IrWldf0i�ACTIVE PUYALLUP GENERAL GUINNESS NONRESIDENT-ACTIVE ",pppy oemmi'IHis sscngw 1011`I1)1,i11wN1.LET Olrecm..DeLanm.m al Sernnoe CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having 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 wage 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. Lake Meridian Park Bathhouse Repair NAME OF PROJECT A to B Builders, LLC NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Subscribed and sLb �1- w of re me day of - loe X , 'ICY .,�a�rtvMtll Notary Publl \k. .....,G,,d ri My Commission Expires C _www„ qo exPr , i�i P4Yq'"Y ' LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1. I have read the attached City of Kent administrative policy number 1.2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. S. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: r _._.�. For: Ato B Builders, LLC Title: President Date: 1212712018 LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1. Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors, products-completed operations, personal injury and advertising injury, and liability assumed under an insured contract. The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form CG 25 03 11 85. There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion, collapse or underground property damage. The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City using ISO additional insured endorsement CG 20 10 11 85 or a substitute endorsement providing equivalent coverage. 2. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 3. Builders Risks insurance covering interests of the City, the Contractor, Subcontractors, and Sub-subcontractors in the work. Builders Risk insurance shall be on a all-risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including flood and earthquake, theft, vandalism, malicious mischief, collapse, temporary buildings and debris removal. This Builders Risk insurance covering the work will have a maximum deductible of $5,000 for each occurrence, which will be the responsibility of the Contractor. Higher deductibles for flood and earthquake perils may be accepted by the City upon written request by the Contractor and written acceptance by the City. Any increased deductibles accepted by the City will remain the responsibility of the Contractor. Builders Risk insurance shall be maintained until final acceptance of the work by the City. EXHIBIT A (Continued) B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Autom,o,bi,ie,,,,Lia,bility insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. 2. Commercial General Liability insurance shall be written with limits no less than $1,000,000 each occurrence, $2,000,000 general aggregate and $2,000,000 products- completed operations aggregate limit. 3. Builders Risk insurance shall be written in the amount of the completed value of the project with no coinsurance provisions. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability, Commercial General Liability and Builders Risk insurance: 1. The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. D. Contractor's Insurance For Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. EXHIBIT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than ANII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. Before any exposure to loss may occur, the Contractor shall file with the City a copy of the Builders Risk insurance policy that includes all applicable conditions, exclusions, definitions, terms and endorsements related to this project. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. Client#: 181285 ATOBBUILI ACORD,. CERTIFICATE OF LIABILITY INSURANCE Dar9 r ) 1/18/2018/2019 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or he endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER '',.NAME:CT Emily Muir Propel Insurance PHONE 800 499-0933 VAX 86...... 1326 IAIC.No Extl LAIC,No1., Seattle Commercial Insurance EMAIL Emil Muir rD ehnsurance.com 601 Union Street, Suite 3400 npuREsS; Y.. �P _P _ Seattle,WA 96101-1371 _ INSURER(SI AFFORDING COVERAGE NAICk INSURERA Colony Insurance Company 39993 Casualty I ....-_INSURERS.The Ohio Casualty Insurance Company 24074 A to B Builders, LLC U .. c u pa ....-- ---. 9 - ...- INsuRERc West American Insurance Company 44393 1742 Cole St#98 ...., ...., Enumclaw,WA 98022 INSURER ...... .... INSURER E: INSURER F. .. _ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LR --- ADDLSUBP -- POLICY EFF POLICY EXP TYPE OF INSURANCE IN&'R Won POLICY NUMBER IMMIDDIYVYYI WMIDDIYYYYI LIMITS A Df COMMERCIAL GENERAL LIABILITY 103GLOO2106001 11301201811130/201 SI EACH OCCURRENCE 51.000,000 CLAIMS MADE X%OCCUR (PREMISE PER ELATED` DAMAGE TO RENTED oo�,,,,,, 91 OOyOOO _ u MED EXP(Any one person) 55,o0D .............. ... .._...___ ....._... PERSONAL&ADV INJURY 51000000 _cEN LADGREGATE LIMIFAPPLIES PER GENERAL AGGREGATE s2,000,000 __ RO POLICY X J PR ECT �LAC I ODUCTS-COMPIOPAGG Is2,0 OO OOO OFHEFi .. ..',...3 C AUTOMOBILE LIABILITY I_ BAW58376250 1113012018111301201e1(CMscfiw6swIlrIIMIr ;1,000,000. X.ANY AUTO BODILY INJURY(Perpersonl 5 OWNED SCHEDULED AU FOS ONLY AUTOS BODILY INJURY(Per accident) S X AHIRED U FOS ONLY f X NONOWNED I PROPERTY DAMAGE 5 AUTOS ONLY (PSrDsggrqedQ, _ T J UMBRELLA LIAR OCCUR EPCH OCCUkk ENCE $ EXCESS LIAB ._._._._ _... --.-.. ............. .CLAIMS MADE'. ', '.gG ARE GATE $ DED RETENTION$ $ _......... Y 1 N,... ..... ........ .._._...___..... .... ,,.----.... _AND PER OTH- A 103GL002106001 11/30l2018 11130l2019r CTOTIITF X FR, _. AND EMPLOVERS'LIABILITV a • -.- ANY PROPRIETORIPARTNEMEXECUTIVE WA Stop Gap E L EACH ACCIDENT $1 r0001000 OFFICERIMEMBER EXCLUDED? N] NIA _. _. {(Mandatory in NH) EL DISEASE EAEMPLOYEE $1.000.000 Ifyes describeunder " DESCRIPTION OF OPERATIONS below ,EL DISEASE-POLICY LIMIT $1,000,000 B Builders Risk BM059481556 2101/2019 07/01/2019 $1,300,000 I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) RE: Lake Meridian Park Bathhouse Repair The General Liability and Auto Liability policies include a blanket automatic additional insured endorsement that provides additional insured status to the certificate holder only when there is a written contract between the named insured and the certificate holder that requires such status. CERTIFICATE HOLDER CANCELLATION City of Kent SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 220 Fourth Ave. S. ACCORDANCE WITH THE POLICY PROVISIONS. Kent,WA 98032 ®® .. AUTH'OnRIZED RE/PRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved, ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S3508422/M3508073 EJMOO POLICY NUMBER COMMERCIAL GENERAL LIABILITY CG 2010 04 13 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED _ OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Oroanization(s) Location(s)Of Covered Operations Additional Insureds shown in a written contract, or written agreement that includes primary and non-contributory wording where required. The inclusion of one or more Insured under the terms of this endorsement does not increase our limits of liability, All other terms and conditions remain unchanged. Information required to complete this Schedule, If not shown above, will be shown In the Declarations. A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the person(s) or additional insureds, the following additional organization(s) shown in the Schedule, but only exclusions apply with respect to liability for"bodily injury", 'property This insurance does rot apply to "bodily Injury'' or damage" or "personal and advertising injury" .,property damage''occurring after caused, in whole or in part, by 1. Your acts or omissions, or 1. All work Including materials, parts or equipment furnished in connection with such 2. The acts or omissions of those acting on your work, on the project (other than service, behalf, maintenance or repairs) to be performed by or In the performance of your ongoing operations for on behalf of the additional Insured(s) at the the additional insured(s) at the location(s) location of the covered operations has been designated above. completed, or However. 2. That portion of "your work" out of which the injury or damage arises has been put to its 1. The insurance afforded to such additional intended use by any person or organization insured only applies to the extent permitted by other than another contractor or subcontractor law, and engaged in performing operations for a 2. If coverage provided to the additional insured is principal as a part of the same project. required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured CG 20 10 04 13 0 Insurance Services Office, Inc 2012 Page 1 of 2 C. With respect to the insurance afforded to these 2. Available under the applicable Limits of additional insureds, the following is added to Insurance shown in the Declarations; Section III—Limits Of Insurance: whichever is less, If coverage provided to the additional insured is This endorsement shall not increase the required by a contract or agreement, the most we applicable Limits of Insurance shown in the will pay on behalf of the additional insured is the Declarations. amount of insurance: 1. Required by the contract or agreement, or Page 2 of 2 ®Insurance Services Office, Inc., 2012 CG 20 10 04 13 COMMERCIAL GENERAL LIABILITY CG 20 37 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURER - OWNERS, LESSEES OR CONTRACTORS - COMPLETED! OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Personi Or Organizations) Location And Description Of Completed Operations ANY PERSON OR ORGANIZATION ALL LOCATION;; WHEN YOU AND SUCH PERSON OR ORGANIZATION HAVE AGREED TN COMMERCIAL OPERATIONS ONLY WRTTTNC; TN A CONTRACT OR AGREEMENT, EXECUTED PRTOR TO THE TO WHICH THTS INSURANCE APPLIES, THAT SUCH PERSON OR ORGANTRATTON BE ADDED AS AN ADDITTONAL INSURED ON YOUR POLICY Information required to complete this Schedule, if not shown above, will be shown in the Declarations, A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured the persons) or additional insureds, the following is added to organizations) shown in the Schedule, but only Section III —Limits Of Insurance: with respect to liability for "bodily injury" or If coverage provided to the additional insured is property damage"caused, in whole or in part, by required by a contract or agreement, the most we your work" at the location designated and will pay on behalf of the additional insured is the described in the Schedule of this endorsement amount of insurance: performed for that additional insured and included in the "products-completed operations 1. Required by the contract or agreement;or hazard". 2. Available under the applicable Limits of However: Insurance shown in the Declarations, 1. The insurance afforded to such additional whichever is less. insured only applies to the extent permitted by This endorsement shall not increase the applicable law; and Limits of Insurance shown in the Declarations. 2. If coverage provided to the additional insured is required by a contract or agreement, the insurance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. CG 20 37 0413 © Insurance Services Office, Inc., 2012 Page 1 of 1 This page has been left blank intentionally. COMMERCIAL GENERAL LIABILITY CG 20 01 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. PRIMARY AND NONCONTRIBUTORY - OTHER INSURANCE CONDITION This endorsement modifies insurance provided under the following COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART The following is added to the Other Insurance (2) You have agreed in writing in a contract or Condition and supersedes any provision to the agreement that this insurance would be contrary: primary and would not seek contribution Primary And Noncontributory Insurance from any other insurance available to the additional insured. This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under your policy provided that: (1) The additional insured is a Named Insured under such other insurance, and CG 20 01 0413 © Insurance Services Office, Inc., 2012 Page 1 of 1 POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG 24 04 05 09 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE PART SCHEDULE Name Of Person Or Organization: Only such Person or Organization where required in a written contract with the Named Insured under this policy, entered into prior to the loss or"occurrence". Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The following is added to Paragraph 8. Transfer Of Rights Of Recovery Against Others To Us of Section IV—Conditions: We waive any right of recovery we may have against the person or organization shown in the Schedule above because of payments we make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the '.products-completed operations hazard". This waiver applies only to the person or organization shown in the Schedule above. CG 24 04 05 09 © Insurance Services Office, Inc., 2008 Page 1 of 1 13 COMMERCIAL AUTO AC 85 01 06 18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO COVERAGE ENHANCEMENT ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. If the policy to which this endorsement is attached also contains a Business Auto Coverage Enhancement Endorsement with a specific state named in the title, this endorsement does not apply to vehicles garaged in that specified state. COVERAGEINDEX SUBJECT PROVISION NUMBER ACCIDENTAL AIRBAG DEPLOYMENT 13 ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT 4 AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT OR LOSS 21 AMENDED FELLOW EMPLOYEE EXCLUSION 6 AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE 15 BODILY INJURY REDEFINED 25 EMPLOYEES AS INSUREDS (Including Employee Hired Auto) 3 EXTRA EXPENSE- BROADENED COVERAGE 11 GLASS REPAIR-WAIVER OF DEDUCTIBLE 17 HIRED AUTO COVERAGE TERRITORY 23 HIRED AUTO PHYSICAL DAMAGE (Including Employee Hired Auto) 7 LOAN / LEASE GAP (Coverage Not Available In New York) 16 NEWLY FORMED OR ACQUIRED SUBSIDIARIES 2 PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) 18 PERSONAL EFFECTS COVERAGE 12 PHYSICAL DAMAGE - ADDITIONAL TRANSPORTATION EXPENSE COVERAGE 9 PHYSICAL DAMAGE DEDUCTIBLE -VEHICLE TRACKING SYSTEM 14 PRIMARY AND NON-CONTRIBUTORY - WRITTEN CONTRACT OR WRITTEN AGREEMENT 24 RENTAL REIMBURSEMENT 10 SUPPLEMENTARY PAYMENTS 5 TOWING AND LABOR 8 TRAILERS - INCREASED LOAD CAPACITY 1 TWO OR MORE DEDUCTIBLES 19 UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS 20 WAIVER OF TRANSFER OF RIGHTS OF RECOVERYAGAINST OTHERS TO US 22 SECTION I -COVERED AUTOS is amended as follows: 1. TRAILERS-INCREASED LOAD CAPACITY The following replaces Paragraph C.1. Certain Trailers, Mobile Equipment And Temporary Substitute Autos of SECTION I -COVERED AUTOS: "Trailers" with a load capacity of 3,000 pounds or less designed primarily for travel on public roads. © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 1 of 7 SECTION II -LIABILITY COVERAGE is amended as follows: 2. NEWLY FORMED OR ACQUIRED SUBSIDIARIES SECTION II - LIABILITY COVERAGE, Paragraph A.I. - Who Is An Insured is amended to include the following as an "insured": d. Any legally incorporated subsidiary of which you own more than 50 percent interest during the policy period. Coverage is afforded only for 90 days from the date of acquisition or formation. However, "insured" does not include any organization that: (1) Is a partnership or joint venture; or (2) Is an "insured" under any other automobile policy except a policy written specifcall y to apply in excess of this policy, or (3) Has exhausted its Limit of Insurance or had its policy terminated under any other automobile policy. Coverage under this provision d. does not apply to "bodily injury" or 'property damage" that occurred before you acquired or formed the organization. 3. EMPLOYEES AS INSUREDS SECTION II - LIABILITY COVERAGE, Paragraph A.I. Who Is An Insured is amended to include the following as an "insured": e. Any "employee" of yours while using a covered "auto" you do not own, hire or borrow but only for acts within the scope of their employment by you. Insurance provided by this endorsement is excess over any other insurance available to any "employee". f. Any "employee" of yours while operating an "auto' hired or borrowed under a written contract or agreement in that "employee's" name, with your permission, while performing duties related to the conduct of your business and within the scope of their employment. Insurance provided by this endorsement is excess over any other insurance available to the "employee". 4. ADDITIONAL INSURED BY CONTRACT, AGREEMENT OR PERMIT SECTION II - LIABILITY COVERAGE, Paragraph A.I. Who Is An Insured is amended to include the following as an "insured": g. Any person or organization with respect to the operation, maintenance or use of a covered "auto', provided that you and such person or organization have agreed in a written contract, written agreement, or permit issued to you by governmental or public authority, to add such person, or organization, or governmental or public authority to this policy as an "insured". However, such person or organization is an "insured": (1) Only with respect to the operation, maintenance or use of a covered "auto", (2) Only for "bodily injury" or "property damage" caused by an "accident' which takes place after you executed the written contract or written agreement, or the permit has been issued to you, and (3) Only for the duration of that contract, agreement or permit. The "insured" is required to submit a claim to any other insurer to which coverage could apply for defense and indemnity. Unless the "insured" has agreed in writing to primary noncontributory wording per enhancement number 24, this policy is excess over any other collectible insurance. 5. SUPPLEMENTARY PAYMENTS SECTION II - LIABILITY COVERAGE, Coverage Extensions, 2.a. Supplementary Payments, Paragraphs (2) and (4) are replaced by the following: (2) Up to $3,000 for cost of bail bonds (including bonds for related traffic violations ) required because of an "accident' we cover. We do not have to furnish these bonds. (4) All reasonable expenses incurred by the "insured" at our request, including actual loss of earnings up to $500 a day because of time off from work. © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc.,with its Permission„ Page 2 of 7 6. AMENDED FELLOW EMPLOYEE EXCLUSION In those jurisdictions where, by law, fellow "employees" are not entitled to the protection afforded to the employer by the workers compensation exclusivity rule, or similar protection, the following provi- sion is added: SECTION II - LIABILITY, Exclusion B.5. Fellow Employee does not apply if the "bodily injury" results from the use of a covered "auto" you own or hire if you have workers compensation insurance in force for all of your "employees" at the time of"loss". This coverage is excess over any other collectible Insurance. SECTION III - PHYSICAL DAMAGE COVERAGE is amended as follows: 7. HIRED AUTO PHYSICAL DAMAGE Paragraph A.4. Coverage Extensions of SECTION III - PHYSICAL DAMAGE COVERAGE, is amended by adding the following: If hired "autos" are covered "autos" for Liability Coverage, and if Comprehensive, Specified Causes of Loss or Collision coverage are provided under the Business Auto Coverage Form for any "auto" you own, then the Physical Damage coverages provided are extended to "autos": a. You hire, rent or borrow, or b. Your "employee" hires or rents under a written contract or agreement in that "employee's" name, but only if the damage occurs while the vehicle is being used in the conduct of your business, subject to the following limit and deductible: a. The most we will pay for "loss" in any one "accident" or "loss" is the smallest of: (1) $50,000, or (2) The actual cash value of the damaged or stolen property as of the time of the "loss" or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality, minus a deductible. b. The deductible will be equal to the largest deductible applicable to any owned "auto" for that coverage. c. Subject to the limit, deductible and excess provisions described in this provision, we will provide coverage equal to the broadest coverage applicable to any covered "auto" you own d. Subject to a maximum of $1,000 per "accident", we will also cover the actual loss of use of the hired "auto" if it results from an "accident", you are legally liable and the lessor incurs an actual financial loss. e. This coverage extension does not apply to. (1) Any "auto" that is hired, rented or borrowed with a driver, or (2) Any "auto" that is hired, rented or borrowed from your "employee" or any member of your "employee's" household. Coverage provided under this extension is excess over any other collectible insurance available at the time of "loss". 8. TOWING AND LABOR SECTION III - PHYSICAL DAMAGE COVERAGE, Paragraph A.2. Towing, is amended by the addition of the following. We will pay towing and labor costs incurred, up to the limits shown below, each time a covered "auto" classified and rated as a private passenger type, "light truck" or "medium truck" is disabled: a. For private passenger type vehicles, we will pay up to $75 per disablement, b. For "light trucks", we will pay up to $75 per disablement. "Light trucks" are trucks that have a gross vehicle weight (GVW) of 10,000 pounds or less. c. For "medium trucks" , we will pay up to $150 per disablement "Medium trucks" are trucks that have a gross vehicle weight (GVW) of 10,001 -20,000 pounds. However, the labor must be performed at the place of disablement. © 2017Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc„with its Permission. Page 3 of 7 9. PHYSICAL DAMAGE -ADDITIONAL TRANSPORTATION EXPENSE COVERAGE Paragraph AA.a. Coverage Extensions, Transportation Expenses of SECTION III - PHYSICAL DAMAGE COVERAGE, is amended to provide a limit of $50 per day and a maximum limit of$1,500. 10. RENTAL REIMBURSEMENT SECTION III - PHYSICAL DAMAGE COVERAGE, A. Coverage, is amended by adding the following: a. We will pay up to $75 per day for rental reimbursement expenses incurred by you for the rental of an "auto' because of "accident' or "loss", to an "auto" for which we also pay a 'loss' under Comprehensive, Specified Causes of Loss or Collision Coverages. We will pay only for those ex- penses incurred after the first 24 hours following the "accident' or 'loss' to the covered "auto." b. Rental Reimbursement requires the rental of a comparable or lessor vehicle, which in many cases may be substantially less than $75 per day, and will only be allowed for the period of time it should take to repair or replace the vehicle with reasonable speed and similar quality, up to a maximum of 30 days. c. We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your tools and equipment from the covered "auto". This limit is excess over any other collectible insurance. d. This coverage does not apply unless you have a business necessity that other "autos' available for your use and operation cannot fill e. If 'loss' results from the total theft of a covered "auto' of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4. Coverage Extension. f. No deductible applies to this coverage. g. The insurance provided under this extension is excess over any other collectible insurance. If this policy also provides Rental Reimbursement Coverage you purchased, the coverage provided by this Enhancement Endorsement is in addition to the coverage you purchased. For the purposes of this endorsement provision, materials and equipment do not include "personal effects" as defined in provision 12.B. 11. EXTRA EXPENSE-BROADENED COVERAGE Under SECTION III - PHYSICAL DAMAGE COVERAGE, A. Coverage, we will pay for the expense of returning a stolen covered "auto' to you. The maximum amount we will pay is $1,000. 12. PERSONAL EFFECTS COVERAGE A. SECTION III -PHYSICAL DAMAGE COVERAGE, A. Coverage, is amended by adding the following: If you have purchased Comprehensive Coverage on this policy for an "auto' you own and that "auto" is stolen, we will pay, without application of a deductible, up to $600 for "personal effects' stolen with the "auto." The insurance provided under this provision is excess over any other collectible insurance. B. SECTION V -DEFINITIONS is amended by adding the following: For the purposes of this provision, "personal effects" mean tangible property that is worn or carried by an "insured." "Personal effects' does not include tools, equipment, jewelry, money or securi- ties. 13. ACCIDENTAL AIRBAG DEPLOYMENT SECTION III - PHYSICAL DAMAGE COVERAGE, B. Exclusions is amended by adding the following: If you have purchased Comprehensive or Collision Coverage under this policy, the exclusion for 'loss' relating to mechanical breakdown does not apply to the accidental discharge of an airbag. Any insurance we provide shall be excess over any other collectible insurance or reimbursement by manufacturer's warranty. However, we agree to pay any deductible applicable to the other coverage or warranty. © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc.,with its Permission., Page 4 of 7 14. PHYSICAL DAMAGE DEDUCTIBLE -VEHICLE TRACKING SYSTEM SECTION III -PHYSICAL DAMAGE COVERAGE, D. Deductible, is amended by adding the following: Any Comprehensive Deductible shown in the Declarations will be reduced by 50% for any "loss" caused by theft if the vehicle is equipped with a vehicle tracking device such as a radio tracking device or a global position device and that device was the method of recovery of the vehicle. 15. AUDIO, VISUAL AND DATA ELECTRONIC EQUIPMENT COVERAGE SECTION III - PHYSICAL DAMAGE COVERAGE, B. Exclusions, Paragraph a. of the exception to exclu- sions 4.c. and 4.d. is deleted and replaced with the following: Exclusions 4.c. and 4.d. do not apply to: a. Electronic equipment that receives or transmits audio, visual or data signals, whether or not de- signed solely for the reproduction of sound, if the equipment is: (1) Permanently installed in the covered "auto" at the time of the "loss" or removable from a housing unit that is permanently installed in the covered "auto", and (2) Designed to be solely operated by use from the power from the 'auto's" electrical system, and (3) Physical damage coverages are provided for the covered "auto". If the "loss" occurs solely to audio, visual or data electronic equipment or accessories used with this equipment, then our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by a $100 deductible. 16. LOAN / LEASE GAP COVERAGE (Not Applicable In New York) A. Paragraph C. Limit Of Insurance of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by adding the following: The most we will pay for a "total loss" to a covered "auto" owned by or leased to you in any one "accident" is the greater of the: 1. Balance due under the terms of the loan or lease to which the damaged covered "auto" is subject at the time of the "loss" less the amount of: a. Overdue payments and financial penalties associated with those payments as of the date of the "loss", b. Financial penalties imposed under a lease due to high mileage, excessive use or abnormal wear and tear, c. Costs for extended warranties, Credit Life Insurance, Health, Accident or Disability Insur- ance purchased with the loan or lease; d. Transfer or rollover balances from previous loans or leases, e. Final payment due under a "Balloon Loan"; f. The dollar amount of any unrepaired damage which occurred prior to the "total loss" of a covered "auto", g. Security deposits not refunded by a lessor; h. All refunds payable or paid to you as a result of the early termination of a lease agreement or as a result of the early termination of any warranty or extended service agreement on a covered "auto" i. Any amount representing taxes; j. Loan or lease termination fees, or 2. The actual cash value of the damage or stolen property as of the time of the "loss". An adjustment for depreciation and physical condition will be made in determining the actual cash value at the time of the "loss". This adjustment is not applicable in Texas. B. Additional Conditions This coverage applies only to the original loan for which the covered "auto" that incurred the "loss" serves as collateral, or lease written on the covered "auto" that incurred the "loss". © 20171-iberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc.,with its Permission. Page 5 of 7 C. SECTION V - DEFINITIONS is changed by adding the following, As used in this endorsement provision, the following definitions apply "Total loss" means a "loss" in which the cost of repairs plus the salvage value exceeds the actual cash value. A "balloon loan" is one with periodic payments that are insufficient to repay the balance over the term of the loan, thereby requiring a large final payment. 17. GLASS REPAIR-WAIVER OF DEDUCTIBLE Paragraph D. Deductible of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following. No deductible applies to glass damage if the glass is repaired rather than replaced. 18. PARKED AUTO COLLISION COVERAGE (WAIVER OF DEDUCTIBLE) Paragraph D. Deductible of SECTION III - PHYSICAL DAMAGE COVERAGE is amended by the addition of the following. The deductible does not apply to "loss" caused by collision to such covered "auto" of the private passenger type or light weight truck with a gross vehicle weight of 10,000 lbs. or less as defined by the manufacturer as maximum loaded weight the "auto" is designed to carry while it is: a. In the charge of an "insured", b. Legally parked, and c. Unoccupied. The "loss" must be reported to the police authorities within 24 hours of known damage. The total amount of the damage to the covered "auto" must exceed the deductible shown in the Declarations. This provision does not apply to any "loss" if the covered "auto" is in the charge of any person or organization engaged in the automobile business. 19. TWO OR MORE DEDUCTIBLES Under SECTION III - PHYSICAL DAMAGE COVERAGE, if two or more company policies or coverage forms apply to the same "accident", the following applies to Paragraph D. Deductible: a. If the applicable Business Auto deductible is the smaller (or smallest) deductible, it will be waived, or b. If the applicable Business Auto deductible is not the smaller (or smallest) deductible , it will be reduced by the amount of the smaller (or smallest) deductible, or c. If the "loss" involves two or more Business Auto coverage forms or policies, the smaller (or smallest) deductible will be waived. For the purpose of this endorsement, company means any company that is part of the Liberty Mutual Group. SECTION IV -BUSINESS AUTO CONDITIONS is amended as follows: 20. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS SECTION IV- BUSINESS AUTO CONDITIONS, Paragraph B.2. is amended by adding the following: If you unintentionally fail to disclose any hazards, exposures or material facts existing as of the incep- tion date or renewal date of the Business Auto Coverage Form, the coverage afforded by this policy will not be prejudiced. However, you must report the undisclosed hazard of exposure as soon as practicable after its discovery, and we have the right to collect additional premium for any such hazard or exposure. © 20171-iherty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc.,with its Permission, Page 6 of 7 21. AMENDED DUTIES IN THE EVENT OF ACCIDENT, CLAIM, SUIT, OR LOSS SECTION IV - BUSINESS AUTO CONDITIONS, Paragraph A.2.a. is replaced in its entirety by the follow- ing: a. In the event of "accident", claim, "suit" or "loss", you must promptly notify us when it is known to: (1) You, if you are an individual, (2) A partner, if you are a partnership, (3) Member, if you are a limited liability company, (4) An executive officer or the "employee" designated by the Named Insured to give such notice, if you are a corporation. To the extent possible, notice to us should include: (a) How, when and where the "accident" or "loss" took place; (b) The "insureds" name and address; and (c) The names and addresses of any injured persons and witnesses. 22. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US SECTION IV - BUSINESS AUTO CONDITIONS, Paragraph A.S. Transfer Of Rights Of Recovery Against Others To Us, is amended by the addition of the following: If the person or organization has in a written agreement waived those rights before an "accident" or "loss", our rights are waived also. 23. HIRED AUTO COVERAGE TERRITORY SECTION IV - BUSINESS AUTO CONDITIONS, Paragraph B.7. Policy Period, Coverage Territory, is amended by the addition of the following: f. For"autos" hired 30 days or less, the coverage territory is anywhere in the world, provided that the "insured's" responsibility to pay for damages is determined in a "suit", on the merits, in the United States, the territories and possessions of the United States of America, Puerto Rica or Canada or in a settlement we agree to. This extension of coverage does not apply to an "auto" hired, leased, rented or borrowed with a driver. 24. PRIMARY AND NON-CONTRIBUTING IF REQUIRED BY WRITTEN CONTRACT OR WRITTEN AGREE- MENT The following is added to SECTION IV - BUSINESS AUTO CONDITIONS, General Conditions, B.5. Other Insurance and supersedes any provision to the contrary: This Coverage Form's Covered Autos Liability Coverage is primary to and will not seek contribution from any other insurance available to an "insured" under your policy provided that: 1. Such "insured" is a Named Insured under such other insurance, and 2. You have agreed in a written contract or written agreement that this insurance would be primary and would not seek contribution from any other insurance available to such "insured". SECTION V -DEFINITIONS is amended as follows: 25. BODILY INJURY REDEFINED Under SECTION V - DEFINITIONS, Definition C. is replaced by the following: "Bodily injury" means physical injury, sickness or disease sustained by a person, including mental anguish, mental injury, shock, fright or death resulting from any of these at any time. © 2017 Liberty Mutual Insurance AC 85 01 06 18 Includes copyrighted material of Insurance Services Office Inc.,with its Permission,. Page 7 of 7 This page has been left blank intentionally. Pale i of 17 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. ----- __ ___....................................... ..._....._.... -- Journey Level Prevailing Wage Rates for the Effective Date: 1/24/2019 County Trade Job Classification A e Holiday 10vertimel Note King Asbestos Abatement Workers Journey Level $46.57 5D 1 H King Boilermakers Journey Level $66.54 5N 1C King Brick Mason Journey Level $57.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $57.32 5A 1M King BuRdip 5civice Enployees Janitor $24.63 5S 2F King Building Service Employees Traveling Waxer/Shampooer $25.08 5S 2F King Bufldli Seg rvice,LmLloyees Window Cleaner (Non-Scaffold) $28.13 5S 2F King, Brnld)nsLService Employees Window Cleaner (Scaffold) $29.03 5S 2F King Cabinet Makers (In q)op) Journey Level $22.74 1 King Carpenters Acoustical Worker $60.04 5D 4C King Carpenters Bridge, Dock And Wharf $60.04 5D 4C Carpenters King Carpenters Carpenter $60.04 5D 4C King Ca nte_rs Carpenters on Stationary Tools $60.17 5D 4C King Carpenters Creosoted Material $60.14 5D 4C King Carpenters Floor Finisher $60.04 5D 4C King Carpenters Floor Layer $60.04 5D 4C King Carpenters Scaffold Erector $60.04 5D 4C King Cement Masons Journey Level $60.07 7A 4U King Divers Et Tenders Bell/Vehicle or Submersible $113.60 5D 4C _._...._ _ Operator (Not Under Pressure) King Divers 8:Tenders Dive Supervisor/Master $76.33 5D 4C King Divers Et Tenders Diver $113.60 5D 4C 8V King Divers Et Tenders Diver On Standby $71.33 5D 4C King Divers Et Tenders Diver Tender $64.711 SD 4C King Divers & Tenders Manifold Operator $64.711 5D 4C King Divers Et Tenders Manifold Operator Mixed Gas $69.71 5D 4C King Divers Et Tenders Remote Operated Vehicle $64.71 5D 4C Operator/Technician King Divers Et Tenders Remote Operated Vehicle $60.29 SA 4C Tender King Dredge Workers Assistant Engineer $56.44 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F 1/24/2019 Page 2 of 17 King DrK=�Worl s Boatmen $56.441 LD 3F King b_redge Workers Engineer Welder $57.51 5D 3F King Dredge Workers Leverman, Hydraulic $58.67 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F King Drywall Alyplicatm Journey Level $58.48 5D 1 H King Drywall Tapers Journey Level $59.32 5P 1 E King Electrical Fixture Maintenance Journey Level $28.99 5L I Workers King Electricians - Inside Cable Splicer $77.51 7C 4E King Electricians - Inside Cable Splicer (tunnel) _ $82.84 7C 4E King Electricians - Inside Certified Welder $74.90 7C 4E King Electricians - Inside Certified Welder (tunnel) $80.37 7C 4E King Electricians - Inside Construction Stock Person $39.69 7C 4E King Electricians - Inside Journey Level _ $72.30 7C 4E King Electricians - Inside Journey Level (tunnel) $77.51 7C 4E King Electricians - Motor Short Journey Level $45.08 5A 1B King Electricians - Powerline Cable Splicer $79.43 5A 4D Construction King Electricians,.-..._Powerline Certified Line Welder $69.75 5A 4D Construction King I Electricians - Powerline Groundperson $46.28 5A 4D Construction King Electricians Powerline Heavy Line Equipment $69.75 5A 4D Construction Operator - - King Electricians - Powerline Journey Level Lineperson $69.75 5A 4D Construction King Electricians Powerline Line Equipment Operator $59.01 5A 4D Construction ............ ........... ......I King Electricians.- Powerline Meter Installer $46.28 5A 4D 8W Construction King Electricians - Powerline Pole Sprayer $69.75 5A 4D Construction King Electricians - Powerline Powderperson $52.20 5A 4D Construction King Electronic Technicians Journey Level $48.06 _7E I King Elevator Constructors Mechanic $91.24 7D 4A King Elevator Constructors Mechanic In Charge $98.51 7D 4A Kin Fabricated Precast Co - --ncre,te All Classifications - In-Factory $17J2 5B 1 R g ....a._......... _ Products Work Only King Fence Erectors Fence Erector $41.45 7A 31 King Fence Erectors Fence Laborer $41.45 7A 31 King Flaeeers Journey Level $41.45 7A 31 King Glaziers Journey Level $63.06 7L 1Y King Heat Et Frost Insulators And Journeyman $73.58 5J 4H Asbestos Workers King hiexating_Eguipment.Mccilanics Journey Level $82.51 7F 1 E King Hod Carriers 8 Mason Tenders Journey Level $5D.42 7A 31 1/24/2019 PaLe 3 of 17 King Industrial Power Vacquin Journey Level $12.00 Cleaner I I King Inland Boatmen Boat Operator $61.41 5B 1K King Inland Boatmen Cook $56.48 5B 1K King Inland Boatmen Deckhand _$57.48 5B 1K King Inland Boatmen Deckhand Engineer $58.81 5B 1K King Inland Boatmen Launch Operator $58.89 5B 1K King Inland Boatmen Mate $57.31 5B 1K King lg�Sealjii Of Cleaner Operator, Foamer $31.49 1 Sewer.a.WaterSystemsBy Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $12.00 1 Sewer Et Water Systems By Remote Control King Inspection/Ctea ninq/Sea linR Of Head Operator $24.91 1 Sewer Et watersystems � Remote Control King lqsL)e Of Technician $19.33 1 Sewer & Water Systerrz By Remote Control King Iii_sL)(Et7oR/Cleaning/SeatingOf Tv Truck Operator $20.45 1 Sewer 8t,,Water Sy_qems_� Remote Control King Lqsqlatjon /SplAicatuis Journey Level $60.04 5D 4C King Ironworkers Journeyman $69.28 7N 10 King Laborers Air, Gas Or Electric Vibrating $48.90 7A 31 Screed King Laborers Airtrac Drill Operator $50.42 7A 31 King Laborers Ballast Regular Machine $48.90 7A 31 King Laborers Batch Weighman $41.45 7A 31 King Laborers Brick Pavers $48.90 7A 31 King Laborers Brush Cutter $48.90 7A 31 King Laborers Brush Hog Feeder $48.90 7A 31 King Laborers Burner $48.90 7A 31 King Laborers Caisson Worker $50.42 7A 31 King Laborers Carpenter Tender $48.90 7A 31 King Laborers Caulker $48.90 7A 31 King Laborers Cement Dumper-paving $49.81 7A 31 King Laborers Cement Finisher Tender $48.90 7A 31 King Laborers Change House Or Dry Shack $48.90 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $48.90, 7A 31 King Laborers Chipping Gun(30 Lbs. And Over) $49.81 7A 31 King Laborers Choker Setter $48.90 7A 31 King Laborers Chuck Tender $48.90 7A 31 King Laborers Clary Power Spreader $49.81 7A 31 King Laborers Clean-up Laborer $48.90 7A 31 King Laborers Concrete Dumper/chute $49.81 7A 31 Operator 1/24/2019 Page 4 of 17 King, Laborers Concrete Form Stripper $48.90 7A 31 King, Laborers Concrete Placement Crew $49.81 7A 31 King Laborers Concrete Saw Operator/core $49.81 7A 31 Driller King Laborers Crusher Feeder $41.45 7A 31 King Laborers Curing Laborer $48.90 7A 31 King Laborers_ Demolition: Wrecking £t Moving $48.90 7A 31 (inct. Charred Material) King Laborers Ditch Digger $48.90 7A 31 King Laborers Diver $50.42 7A 31 .......................... King Laborers Drill Operator $49.81 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $48.90 7A 31 King, Laborers Dump Person $48.90 7A 31 King, Laborers Epoxy Technician $48.90 7A 31 King Laborers Erosion Control Worker $48.90 7A 31 King Laborers Fatter Ft Bucker Chain Saw $49.81 7A 31 King Laborers Fine Graders $48.90 7A 31 King Laborers Firewatch $41.45 7A 31 King Laborers Form Setter $48.90 7A 31 King Laborers Gabian Basket Builders $48.90 7A 31 King Laborers General Laborer $48.90 7A 31 King Laborers Grade Checker 8 Transit $50.42 7A 31 Person King Laborers Grinders $48.90 7A 31 King Laborers Grout Machine Tender $48.90 7A 31 King Laborers Groutmen (pressure)including $49.81 7A 31 Past Tension Beams _ 31 King g Laborers .Guardrail Erector $48.90 _ _ King Laborers Hazardous Waste Worker (level $50.42 7A 31 A) King Laborers Hazardous Waste Worker (level $49.81 7A 31 B) King Laborers Hazardous Waste Worker (level $48.90 7A 31 C) King Laborers High Scaler $50.42 7A 31 King Laborers Jackhammer $49.81 7A 31 King Laborers Laserbeam Operator $49.81 7A 31 King Laborers Maintenance Person $48.90 7A 31 King Laborers Manhole Builder-mudman $49.81 7A 31 King Laborers Material Yard Person $48.90 7A 31 King, Laborers Motorman-dinky Locomotive $49.811 7A 31 King Laborers, Nozzleman (concrete Pump, $49.81 7A 31 Green Cutter When Using Combination Of High Pressure Air 3 Water On Concrete Ft Rock, Sandblast, Gunite, Shotcrete, Water Bla 1 ?4i2019 Page 5 of 17 Kling Laborers Pavement Breaker $49.81 7A 31 King Laborers Pilot Car $41.45 7A 31 King Laborers Pipe Layer Lead $50.42 7A 31 King Laborers Pipe Layer/tailor $49.81 7A 31 King Laborers Pipe Pot Tender $49.81 7A 31 King Laborers Pipe Reliner $49.81 7A 31 King Laborers Pipe Wrapper $49.81 7A 31 King Laborers Pot Tender $48.90ij 7A 31 King Laborers Powderman $50.42 7A 31 King Laborers Powderman's Helper $48.90, 7A 31 King Laborers Power Jacks $49.81 7A 31 King Laborers Railroad Spike Puller - Power $49.81 7A 1 31 King Laborers Raker - Asphalt $50.42 7A 31 King Laborers Re-timberman $50.42 7A 31 King Laborers Remote Equipment Operator $49.81 7A 31 King Laborers Rigger/signal Person $49.81 7A 31 King Laborers Rip Rap Person $48.90 7A 31 King Laborers Rivet Buster $49.81 7A 31 King Laborers Rodder $49.81 7A 31 King Laborers Scaffold Erector $48.90 7A 31 King Laborers Scale Person $48.901 7A 31 King Laborers. Sloper (over 20") $49.81 7A 31 King Laborers Sloper Sprayer $48.90 7A 31 King Laborers Spreader (concrete) $49.81 7A 31 King Laborers Stake Hopper $48.90 7A 31 King Laborers Stock Piler $48.90 7A 31 King Laborers Tamper Et Similar Electric, Air $49.81 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple 8 Self- $49.81 7A 31 propelled) King Laborers Timber Person - Sewer (lagger, $49.81 7A 31 Shorer 8 Cribber) King Laborers Toolroom Person (at Jobsite) $48.90 7A 31 King Laborers Topper $48.90 7A 31 King Laborers Track Laborer $48.90 7A 31 King Laborers Track Liner (power) $49.81 7A 31 King Laborers Traffic Control Laborer $44.33 7A 31 8R King Laborers Traffic Control Supervisor $44.33 7A 31 8R King Laborers Truck Spotter $48.90 7A 31 King Laborers Tugger Operator $49.81 7A 31 King Laborers Tunnel Work-Compressed Air $107.60 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $112.63 7A 31 8� Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $116.31 7A Worker 44.01-54.00 psi King Laborers $122.01 7A 31 1/24/2019 Page 6 of 17 Tunnel Work-Compressed Air Worker 54.01-60.00 psi King Laborers Tunnel Work-Compressed Air $124.13 7A 31 Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $129.23 7A 31 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $131.13 7A 31 8S Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $133.13 7A 31 8S Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $135.13 7A 31 8S Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $50.52 7A 31 Tender King Laborers Tunnel Work-Miner $50.52 7A 31 Bpi" King Laborers Vibrator $49.81 7A 31 King Laborers Vinyl Seamer $48.90 7A 31 King Laborers Watchman $37.67 7A 31 King Laborers Welder $49.81 7A 31 King Laborers Well Point Laborer $49.81 7A 31 King_ Laborers Window Washer/cleaner $37.67 7A 31 King Laborers - Undejw,oufrd Sewei General Laborer Et Topman $48.90 7A 31 8: Water King Laborers - Undeifngund SeweflL Pipe Layer $49.81 7A 31 Et Water _ King Landscape Constfuction _ Landscape Laborer $37.67 7A 31 King Landscape_Construction Landscape Operator $59.49 7A 3C 8P King Lathers Journey Level $58.481 SD 1H King Marble Setters Journey Level $57.32 5A 1M King Met1,rl Fabris;at ion Llr].5bo j Fitter $15.86k5D 1 _M__.m� .tio - King Metal Fabrication fjn Shopa) Laborer $12.001 King Metal Fabrication (In Shop) Machine Operator $13.041 King Metal Faabrrcation (hn Rippt Painter $12.001 King Me tal Fabrication In Sher Welder $15.481 King Millwright Journey Level $61.54 4C King Modular Buildings Cabinet Assembly $12.00 1 King Moclutae Burtciings Electrician $12.00 1 King Modu(w Buildings. Equipment Maintenance $12.00 1 King Modular Buildings Plumber $12.00 1 King Modular Buildings Production Worker $12.00 1 King Mochalar Beoildirtg5 Tool Maintenance $12.001 1 King Modular° Buildings Utility Person $12.00 1 King Modular Buildings Welder $12.00 1 King Painters Journey Level $42.50 6Z 2B King Pile Driver Crew Tender $54.99 5D 4C King Pile,Driver Hyperbaric Worker - $74.87 5D 4C Compressed Air Worker 0-30.00 PSI 1l24/2019 Page 7 of 17 King Pile Driver Hyperbaric Worker - $79.87 5D 4C Compressed Air Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - $83.87 5D 4C Compressed Air Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - $88.87 5D 4C Compressed Air Worker 54.01 - 60.00 PSI King Pile Driver Hyperbaric Worker - $91.37 5D 4C Compressed Air Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - $96.37 SD 4C Compressed Air Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker - $98.37 5D 4C Compressed Air Worker 68.01 - 70.00 PSI King Pile Driver_ Hyperbaric Worker - $100.37 5D 4C Compressed Air Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - $102.37 5D 4C Compressed Air Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $60.29 5D 4C King Plasterers Journey Level $56.54 7Q 1R King Pta�r rr L_Lnd ki Perk Equ pmentt, Journey Level $12.00 1 Installers King Plurnbeis tt Pioefircters Journey Level $83.69 6Z 1G King Power Equipment OperatorsAsphalt Plant Operators $60.49 7A 3C 8P King Power Er uli menk Operators Assistant Engineer $56.90, 7A 3C 8P King Power[quipment O,rser ators Barrier Machine (zipper) $59.96 7A 3C 8P King Pow- JgiLinent Oft-rato(2s Batch Plant Operator, Concrete $59.96 7A 3C 8P King Power Equipment Operators Bobcat $56.90' 7A 3C 8P King eoayer ggif7merrt,Opeaator5 Brokk - Remote Demolition $56.90 7A 3C 8P Equipment King Power Equipment 0 ero ators Brooms $56.90 7A 3C 8P King Power EQUil'.Nuent Operator'S Bump Cutter $59.96 7A 3C 8P King Power Equipment Operator's Cableways $60.49 7A 3C 8P King Egwer' EgurJ2rL ent Uj erators Chipper $59.96 7A 3C 8P King Power Emi.plmerWt OIat!2 s Compressor $56.90 7A 3C 8P King Power Equipment Operators` Concrete Pump: Truck Mount $60.49 7A 3C 8P With Boom Attachment Over 42 M King Power Et uii7ren Concrete Finish Machine -laser $56.90 7A 3C 8P Screed King Power E'c'iuipmerrt OJaerLzL(2 s Concrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipntena Operators $59.96 7A 3C 8P 1/24/2019 Pagc 8 of 17 Concrete Pump: Truck Mount With Boom Attachment Up To 42m King Power Eguilarnent. Operators Conveyors $59.49 7A 3C 8P King Power Ecluifasrrent O )I ergQrLss Cranes Friction: 200 tons and $62.33 7A 3C 8P over King Power EguipmentmmOperatomrs Cranes: 20 Tons Through 44 $59.96 7A 3C 8P 1 Tons With Attachments King Power Equipment Operators Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Power Equipment Operator's Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P 250' of boom including jib with attachments King Power Equipment Operators Cranes: 300 tons and over or $62.33 7A 3C 8P 300' of boom including jib with attachments King Ptrwti E%-1i errt:ml it tsrm Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King Power R ujpLnijtt_0 e.L Ifears Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Under King Power .cLgipment,Operators Cranes: Friction cranes through $61.72 7A 3C 8P 199 tons King Power E[1rtrnent.Operators Cranes: Through 19 Tons With $59.49 7A 3C 8P Attachments A-frame Over 10 Tons King_ Power-E tgarpmentOpc�rator_s Crusher $59.96 7A 3C 8P King Power E aGrr a� r c nt: Operators Deck Engineer/deck Winches $59.96 7A 3C 8P (power) King Power Eguipuent Operators Derricks, On Building Work $60.49 7A 3C 8P King Pravrel Ec ii errC Operatcrr's Dozers D-9 Et Under $59.49 7A 3C 8P King Pcyw�r_kgt,L)me-nt Opreribt.or, Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Or Crane Mount King Power Equipment Operators Drilling Machine $61.10 7A 3C 8P King Power Fqg ))meat )erators Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King P_ower Ert,ttpment Operators Finishing Machine, Bidwell And $59.96 7A 3C 8P Gamaco Ft Similar Equipment King Power E 1 ail5ment,fLer'ators Forklift: 3000 Lbs And Over $59.49 7A 3C 8P With Attachments King Power E ui;)ment O aerat;ors Forklifts: Under 3000 Lbs. With $56.90 7A 3C 8P Attachments King Puwcr Ee11.1jprterrt C3pgr^al:al's Grade Engineer: Using Blue $59.96 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment_p rotors Gradechecker/stakeman $56.90 7A 3C 8P King Power Equipment Operator`s Guardrail Punch $59.961 7A 3C 8P King Power frjul m€1) CDpeiatons $60,49 7A 3C 8P 1/24/2019 Page 9 of 17 Hard Tail End Dump Articulating Off- Road Equipment 45 Yards. Et Over King fa<?wer C uiraoarntt001aereatcirs, Hard Tait End Dump $59.96 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King Power Equipment,.Operators Horizontal/directional Drill $59.49 7A 3C 8P Locator — King Power Eguiurnerrt Operators Horizontal/directional Drill $59.96 7A 3C 8P Operator — King Power Ec0i ment-gperators, Hydralifts/boom Trucks Over $59.49 7A 3C 8P 10 Tons King PowLL.igmjtment_Operators Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P Tons And Under King Power Ecl ip reP km0 er tc rs Loader, Overhead 8 Yards. & $61.10 7A 3C 8P Over King Power Epui,pment Operators Loader, Overhead, 6 Yards. But $60.49 7A 3C 8P Not Including 8 Yards — — King Power Ear it errot Operators Loaders, Overhead Under 6 $59.96 7A 3C 8P Yards — King PowerEgurpa;n Lrq_QpQfal,ors Loaders, Plant Feed $59.96 7A 3C 8P King Power Equi rrp ient.Operator_s Loaders: Elevating Type Belt $59.49 7A 3C 8P King Power Equ�ament peraturs Locomotives, All $59.96 7A 3C 8P — — King Powr r Eq iarnent.OLcrators Material Transfer Device $59.96 7A 3C 8P King Power Eguiftarnent O a rs Mechanics, All (leadmen - $61.10 7A 3C 8P $0.50 Per Hour Over Mechanic) King EgwWej Equipment Operators Motor Patrol Graders $60.49 7A 3C 8P King flower Equipment. Operators Mucking Machine, Mote, Tunnel $60.49 7A 3C 8P Drill, Boring, Road Header — And/or Shield King Powrr-Ezu� rimert(laeuators Oil Distributors, Blower $56.90 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Eguipment O Aerrators Outside Hoists (elevators And $59.49 7A 3C 8P Manlifts), Air Tuggers,strato — — King Power Er%uixg rnent Opergto s Overhead, Bridge Type Crane: $59.96 7A 3C 8P 20 Tons Through 44 Tons — — King Power 1--gui ament Opei ators Overhead, Bridge Type: 100 $61.10 7A 3C 8P Tons And Over — — King Powei' Etuij_ enf Operators Overhead, Bridge Type: 45 $60.49 7A 3C 8P — Tons Through 99 Tons King tower Ec'reaiprnent Operator's Pavement Breaker $56.90 7A 3C 8P King Power EquYL2Ament Operators Pile Driver (other Than Crane $59.96 7A 3C 8P Mount) King power Equipment Operators Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P King Power Equipment Operators Posthole Digger, Mechanical $56.90 7A 3C 8P King Power Eju )i atrnrs Power Plant $56.90 7A 3C 8P King Power Etlrnpment Operators Pumps - Water $56.90 7A 3C 8P King Power ij�ggumcnt OtjerL�at or� Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P King 2Qwer Equr nrent Operpto,_s $56.90 7A 3C 8P 1/24/2019 Page 10 of 17 Quick Tower - No Cab, Under 100 Feet In Height Based To Boom King Power Equiprent 0)erators Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $56.90 7A 3C 8P King Powerj�quipment Operators Rigger/Signal Person, Bellman $59.49 7A 3C 8P (Certified) King Power EquiprIlent Operators Rollagon $60.49 7A 3C 8P King Q? ALer' Cgtilpmeit Operators Roller, Other Than Plant Mix $56.90 7A 3C 8P King Power Equipment Operators Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Materials King Power E%lipp t Operators Roto-mill, Roto-grinder $59.96 7A 3C 8P King Powerr E uipevlent 0 erp afar s Saws - Concrete $59.49 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $59.96 7A 3C 8P 45 Yards King Power Equip erators Scrapers - Concrete 8 Carry All $59.49 7A 3C 8P King Power E pj2t;jt' Operators Scrapers, Self-propelled: 45 $60.49 7A 3C SP Yards And Over King Power Equipireynt Operators Service Engineers Equipment $59.49 7A 3C SP King Power Eton rrn€nt 0 erratars Shotcrete/gunite Equipment $56.90 7A 3C 8P King Pt wer' i_tyrrrpmert 0)erat:yn Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Tractors Under 15 Metric Tons. King P)2 eKTLLguiprnne�rnt Opa.?t'nrr_s Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons King Pt)wormEa)cnapnnent Opera:ors Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operator's Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons King Power..-Equipment Cprt tors Slipform Pavers $60.49 7A 3C 8P King Power Equipment Operators Spreader, Topsider Ft $60.49 7A 3C 8P Screed man King Power Equipment Operators Subgrader Trimmer $59.96 7A 3C 8P, King Powex Ecuipment Opaial rs Tower Bucket Elevators $59.49 7A 3C 8P King Power Eclnanrt�rnY Or)eratar's, Tower Crane Up To 175' In $61.10 7A 3C 8P Height Base To Boom King PowerEqurpmc.n,t 0)eral&s Tower Crane: over 175' $61.72�7A 3C 8P through 250' in height, base to boom King Power Equipment Operators Tower Cranes: over 250' in $62.33 7A 3C 8P height from base to boom King Power Egu pmenterators Transporters, All Track Or $60.49 7A 3C 8P Truck Type King Power.Cgur ip 17Cnt i3 erp atar's Trenching Machines $59.49 7A 3C 8�P King Frrwcnr Etariprnnent_pp rak:orws $59.96 7A 3C 8P 1/24/2019 Page I I of 17 Truck,Crane Oiler/driver - 100 Tons And Over King Power Equipment O)ei atoa s Truck Crane Oiler/driver Under $59.49 7A 3C 8P _ 100 Tons King Power fl qu4 EetgL Opei;atpr s Truck Mount Portable Conveyor $59.96 7A 3C 8P King Power Equipment Operators Welder $60.49 7A 3C 8P King Power- Equipment Operators Wheel Tractors, Farmall Type $56.90 7A 3C 8P King Powcr_gc juipment _O)p t"rotor's Yo Yo Pay Dozer $59.96 7A 3C 8P King Power Equipment. OpLerators• Asphalt Plant Operators $60.49 7A 3C 8P Urrcrciuord Sewer ft Water King Power Equipment Operators- Assistant Engineer $56.90 7A 3C 8P Undueround Sewei Et Water Kin Power g Equipment Barrier Machine (zipper) $59.96 7A 3C 8P Power Operators Undererotand Sewer fz Water King Power_Equipment mOperators-, Batch Plant Operator, Concrete $59.96 7A 3C 8P Underground Sewer Et Water King Power` Egtailarit nt Operators- Bobcat $56.90 7A 3C 8P Underground Sewer_& Water King PowcrmEq)rimrmer7t 0p�rAttc rs-. Brokk - Remote Demolition $56.90 7A 3C 8P Underground Sewer Et Water Equipment King !oLwe FgriJpiuent_O raLors- Brooms $56.90 7A 3C 8P Undergimind Sewer ft WNatei King Power EquiprncynC, O_perator's- Bump Cutter $59.96 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- Cableways $60.49 7A 3C 8P Underground Sewer Et Water King Rlyqwer Ec u?pment. Operators- Chipper $59.96 7A 3C 8P Underground Sewer Et Water King Power Eguiprrient Operators- Compressor $56.90 7A 3C 8P Underpalound Sewer ft Water King Power Equipment Operators- Concrete Pump: Truck Mount $60.49 7A 3C 8P Underground Sewer ft Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $56.90 7A 3C 8P Under t rgtrnd Sewer £t Water' Screed King Power Equipment Operators- Concrete Pump - Mounted Or $59.49 7A 3C 8P Underwound Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Kqyipmqrj,Operators- Concrete Pump: Truck Mount $59.96 7A 3C 8P Underground Sewer Ft Water With Boom Attachment Up To 42m King Power_Fquipnrent Orators Conveyors $59.49 7A 3C 8P Li ride, Sewer Et Water King f) werrrgt purer t C?I) 'r_ato�"s Cranes Friction: 200 tons and $62.33 7A 3C 8P UntJe¢'__ground Sewer €t Water over King Power Equipment Operators Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Underpr ound Sewer ft Water Tons With Attachments King Power Equipment Operators- Cranes: 100 Tons Through 199 $61.10 7A 3C 8P Underground Sewer Et Water Tons, Or 150' Of Boom (Including Jib With Attachments) t/24/2019 Page |2ofl7 King Power_EcLuji n�MLQILeLr�Ltgrs-, Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P E.t...W.a.t.ef. 250' of boom including jib with attachments King Power Equipm��nt Opei atoi s- Cranes: 300 tons and over or $62.33 7A 3C 8P jLnderp ound Sewer & Water 300' of boom including jib with attachments King Rower Equipme LitOperators- Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With King e Underground Sewer a Water Under King Power_r%ri)me_n( OL)tratoqs- Cranes: Friction cranes through $61.72 7A 3C 8P a Water 199 tons King Power Equipment Operators- Cranes: Through 19 Tons With $59.49 7A 3C 8P Underground Sewer Et Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $59.96 7A 3C 8P Underground Sewer Et Water King Powe� Eguipiwnt QptL�� Deck Engineer/deck Winches $59.96 7A 3C 8P Underground Sewer ft Water (power) King Power Eguipy Dozers D-9 Et Under $59.49 7A 3C 813 Underground Sewer EL Water King Power Equipment Oper tors- Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P �Lnclergr(Luncl StjLier EL Water Or Crane Mount Under round SeweraWater ft Watec Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $59.96 7A 3C 8P Linde round �gwer a Water Gamaco EL Similar Equipment King Rqy�e.L King Power E-gUiCH"nent,0)eLators� Forklifts: Under 3000 Lips. With $56.90 7A 3C 8P ynd Sewer EL Water Attachments King Eov�er cLCdp nt!Ll VqL Grade Engineer: Using Blue $59.96 7A 3C 8P UE��.E_rgrg LiqLl Az It Water Prints, Cut Sheets, Etc ��ndtgqrquqLl Sewer a Water, Underground Sewer It Water King Power Equipment Operators- Hard Tait End Dump 3C ',Equipment 45 Yards. Et Over King Power Equip nt iHard Tait End Dump $59.96 7A 3C 8P nnp Underground Sewer 8t Water !Articulating Off-road Equipment Under 45 Yards IQqEid,�wqr Et Water Locator |/24/ 0|Y Page 13 of 17 Power Horizontal/directional Drill Underw"ound Sewer" Et Water, Operator King Power EquipmentOperators-L Hydralifts/boom Trucks Over $59.49 7A 3C 8P _ _ — qndorgr°ound Sewer Er Water 10 Tons King Power EAc iLent 0 t:ators- Hydratifts/boom Trucks, 10 $56.90 7A 3C 8P jjnq?rgp()und Sewer Et Water Tons And Under King EqyLe 3C F LtjpLijQLjt Op ators� Loader, Overhead 8 Yards. 8: $61.10 7A 8P �L _tr Underground Sewer R Water Over King Povte It�iEqui IWL Operators- Loader, Overhead, 6 Yards. But $60.49 7A 3C 8P . Vol Underpround Sewer a Water Not Including 8 Yards King Power E ui ment Operator s-� Loaders, Overhead Under 6 $59.96 7A 3C 8P thrideamund Sewer EL Water Yards King Power EqqjpMqnLO2q1AL Operators- Loaders, Plant Feed $59.96 7A 3C 8P q, _ — — — Undeip�oqnASewer,fr Water King Power EqUiDment_Operators- Loaders: Elevating Type Bell $59.49 7A 3C 8P Uncterpround Sewer a Water" King Power njent Qpo_Equip etors_ra Locomotives, All $59.96 7A 3C 8P _ _ Underground Sewer Et Water King L Material Transfer Device $59.96 7A 3C 8P Underground Sewer Et Water, King pqwerjq2j2Mgnt Opt a jg $61.10 3Ctors- Mechanics, All (leadmen - 7A 8P _ j4DdgrgroqqdSewer Et Water $0.50 Per Hour Over Mechanic) King QrMraois- Motor Patrol Graders $60.49 7A 3C 8P _ Underground Sewer a Water King EoAe.Lf jcqja[Lie n L..Qp Liors- Mucking Machine, Mote, Tunnel $60.49 7A 3C 8P Uilcieryrurad Sewer Et Aqtff!r Drill, Boring, Road Header And/or Shield I King Power Eciutgarrnnt, 0j)eLatqrs- Oil Distributors, Blower $56.901 ZA 3C 8P tLiLdervj[gand Sewer Fi Water Distribution EL Mulch Seeding Operator King Power Outside Hoists (elevators And $59.49 7A 3C 8P _EgL — — — Ld.rOUnd Sewer ft Water Mantifts), Air Tuggers,strato King Power Equipment Operators-, Overhead, Bridge Type Crane: $59.96 7A 3C 8P Underground Sewer It Water 20 Tons Through 44 Tons King Overhead, Bridge Type: 100 $61.10, 7A 3C 8P qnLdtiArqL�oLqcwer Et Water Tons And Over King Power Egtjipjm�e�Oerators- Overhead, Bridge Type: 45 $60.49 7A 3C 8P UndergmundSewer ft Water Tons Through 99 Tons I I King Power Eguipp-nent Operators- Pavement Breaker $56.90 7A 3C 8P L)—nole—immind—sewer Et..Wg—teL King Pile Driver (other Than Crane $59.96 7A 3C 8P LlncLergyouncJ_Sewer ft Water Mount) King LoAti—Ecimi_LT�e Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P gnde!RC2und Sewer & Water King Power EqUiDment Operators-, Posthote Digger, Mechanical $56.90 7A 3C 8P Under g I I ,round Sewer Et Water King Power E.g Mt!jt Operators 2�ip - Power Plant $56.90 7A 3C 8P _ Underground Sewer Et Water King Power EqqjjpmenLgptrators,-. Pumps - Water $56.90 7A 3C 8P Underground Sewer Et Water King Quad 9, Hd 41, D1 0 And Over $60.49: 7A 3C 8P 1/24/2019 Page 14 of 17 Power—EqL-J')—'T1('r1I OPL'Lr,-1t0rL- Under gr ound Sewer Et Water I King Power_EqgjjLnjni t,qpg�rators- Quick Tower - No Cab, Under $56.90 7A 3C 8P Underground Sewer ft Water 100 Feet In Height Based To Boom Kingvent Op-rators- Remote Control Operator On $60.49 7A 3C 8P _ Underground wer fit Water Rubber Tired Earth Moving Equipment King Power jlp nent 022LLt� Rigger And Beltman $56.90 7A 1 3C BP qL�t_ — — U(_IderfLroalnd.Sewer ft Water- King Power Equipment Operators.-. Rigger/Signal Person, Bellman $59.49 7A 3C 8Punderground Sewer ft Water (Certified) King EQVtLEqUjp - .MerLt.Operators- Roltagon $60.49 7A 3C 8p Underground Sewer EL Water King EoAq E igql prptqirs- Roller, Other Than Plant Mix $56.90 7A 3C BID_p Under"Pround Sewer & Water King Lower EqjLiL3jj1 �q!. )erd - Roller, Plant Mix Or Multi-lift $59.49 7A 3C BID L _qLLoLs_ Underqf ound Sewer ft Water Materials King Power Roto-milt, Roto-grinder $59.96 7A 3C BID_LqgjL — lJnderjrqcknd Sewer EL Water King Power Equipment Operators- Saws - Concrete $59.49 7A 3C 8P Underground-S—ewer Et Water KingPower F%&)rnent Operators- Scraper, Self Propelled Under $59.96 7A 3C 8P qri peLp 45 Yards ,rgundj Sewer EL Wal tiler King Lower _LcLq!ptLient.OpgraLoLs- Scrapers - Concrete ft Carry All $59.49 7A 3C 8P Unc r�row_d_Sewer L Water I King Power F_qu_ipwPnt Operators Scrapers, Self-propelled: 45 $60.49 7A 3C 8P _ULiderpround Sewer ft Water Yards And Over I I King Power Equipment_ Ope ors-rat Service Engineers - Equipment $59.49 7A 3C 8P Underground Se-we r.E.t Water ....... King Power Enuiomeirt O[atriLqLsL, Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer k Water King Power..EqWpiiieiit.,,Opf.lators- Shovel , Excavator, Backhoe,' $59.49 7A 3C 8P Under gf QUL)LI Sewer ftate Wr Tractors Under 15 Metric Tons. - King powe,r f%t jipjj nators Shove(, Excavator, Backhoe: $60.49, 7A IC 11 Under,!nL,Lqj5ewet ft Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment_Qpjeratp. Ls-., Shovel, Excavator, Backhoes, $59.96 7A 3C 8P !&qL(,_r Tractors: 15 To 30 Metric Tons girp�und Sewer EL Water r King PowerjE%p E. _p.!jj!Lrrt.Qpeyators- Shovel, Excavator, Backhoes: $61.10 7A 3C 81) Underground Sewer B: Water Over 50 Metric Tons To 90 .......... Metric Tons King Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Underground Sewer ft Water Over 90 Metric Tons King Power Equip Stipform Pavers $60.49 7A 3C 8P Underground Sewer EL Water King Power ft ratoL- Spreader, Topsider Et $60.49 7A 3C 8P _ It VL_ �_ — — — Underground Sewer Et Water Screedman King E�)wtr EcIt�jj )jjj(,-_r)t,Orators- Sub rader Trimmer $59.96 7A 3C 88P Under round Sewer Ei: Wat,er King Powe�E urpmenit Operators- Tower Bucket Elevators $59.49 7A 3C 8P Undel'BIQUed Sewer, Et Water 1/24/2019 Page 15 of 17 King Power Equienrent Clperat:ors Tower Crane Up To 175' In $61.10, 7A 3C 8P Underground Sewer Et Water Height Base To Boom King Power Equipment Oraerxator_s., Tower Crane: over 175' $61.72 7A 3C 8P, Underground Sewer £t Water. through 250' in height, base to boom King EoU yer Equlpnrant:m0oerators- Tower Cranes: over 250' in $62.33 7A 3C 8P Undegp,rounel Sewer a Water height from base to boom King Power Equipment Operators Transporters, All Track Or $60.49 7A 3C 8P Under kLn Sewer U Water Truck Type King Power Equipment Operators Trenching Machines $59.49' 7A 3C 8P Undergrou d Sewer Erg Water King Pow d Se Power Equipment_Operators-. Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Undergrounwer ft Water Tons And Over King Power Eq-�ui t fflLO>c-�r�§Z Truck Crane Oiler/driver Under $59.49 7A 3C 8P Un,derground_Sewer Et Water, 100 Tons King Pot er Eq ni"trt O ier s Truck Mount Portable Conveyor $59.96 7A 3C 8P Unde.-ground_Sewer Et Water King Power EgUrDME*nt Operators- Welder $60.49 7A 3C 8P Unde9nr'ound Sewer 8, Water King Power F',arai lmeo tl_Qpp!ator's- Wheel Tractors, Farman Type $56.90, 7A 3C 8P Urcrder,round Sewer Ec Water King powcmr Egaioprnor¢ 0laeratoi'.s- Yo Yo Pay Dozer $59.96 7A 3C 8P Under Pround Sewer Et Water King Power Line Clearance Tree Journey Level In Charge $49.96 5A 4A Trimmers King Power Line Clearance Tree jSpray Person $47.37' 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $49.96 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $44.57' 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $33.60 5A 4A Trimmers King RefryRefrq erg. Journey Level $79.51 6Z 1G Conditioning Mechanics King Roofers Journey Level $51.52 SA 3H King Roofers Using Irritable Bituminous $54.52 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $82.51 7F I King Shipbuilding Et Ship Repair New Construction Boilermaker $36.36' 7V 1 King Shipbuilding Et Ship Repair New Construction Carpenter $36.36' 7V 1 King Shipbuilding Et Ship Re saris New Construction Crane $36.36 7V 1 Operator King Shipbuilding a Ship Repair New Construction Electrician $36.36 7V 1 King ShtLA-111(r' a Et Rlip_yLm k New Construction Heat Et Frost $73.58 5J 4H Insulator King S_hi>kl ka,tildiEk Sh17�Reps New Construction Laborer $36.36 7V 1 King Shipbuilding Et Ship Repair New Construction Machinist $36.36 7V 1 King Shipbuildinv t3 Ship Repair New Construction Operating $36.36 7V 1 Engineer 1/24/2019 Page 16 of 17 King SLi Aaatitulirrr; Ft Shhi,RReea2al-I New Construction Painter $36.36 7V 1 King Shipbuilding a Ship Repair New Construction Pipefitter $36.36 7V 1 King Sh fxipbgit4ling 5hi17 Ftep it New Construction Rigger $36.36 7V 1 King Shr rlatlrmlrirng (3„Ship, o-iaaii,. New Construction Sheet Metal $36.36 7V 1 King Shipbuilding a Ship Repair New Construction Shipfitter $36.36 7V 1 King Shipbuilding ft Shia Re aaai New Construction $36.36 7V 1 Warehouse/Teamster King Shipbuilding a Ship Rcr air New Construction Welder / $36.36 7V 1 Burner King Siroilaburldu`ng F 5hp2 RPL)agr, Ship Repair Boilermaker $44.95 7X 4J King Shipbuilding a Ship Repair Ship Repair Carpenter $44.95 7X 4.1 King Shipbuilding a Ship Repair Ship Repair Crane Operator $44.06 7Y 4K King Shipbuildiirif a SI'iip Rear Ship Repair Electrician $44.95 7X 4J King Shipbuitding-Et..Shi_p__Repair Ship Repair Heat a Frost $73.58 5J 4H Insulator - King Staipbuit( uia h 5hrp_I 9 Aif Ship Repair Laborer $44.95 7X 4J King Shrpbuiltline a Ship Rn, Kmr Ship Repair Machinist $44.95 7X 4.1 King Shipbuildingfx Ship Repair Ship Repair Operating Engineer $44.06 7Y 4K King SPiipburtcpyp a Seri aRepah Ship Repair Painter $44.95 7X 4J King Shi a[)Laitding ft SL eMir Ship Repair Pipefitter $44.95 7X 4J King Shipbuilding a Ship_Repair Ship Repair Rigger $44.95 7X 4J King Shitabuiiduag a ShiJa_Rr,,p Ship Repair Sheet Metal $44.95 7X 4J King Shipbuilding a Yu.) Repair Ship Repair Shipwright $44.95 7X 4J King Shi.l)uikdin'a Ft Shin Repair Ship Repair Warehouse / $44.06 7Y 4K Teamster King Sign Makers a Instalter_s Journey Level $49.70 0 1 fElectricali King Sim M<MlterS Installers LNtan- Journey Level $31.52 0 1 Electrical King Soft Floor Lavers Journey Level $49.43 5A 3J King. Solar Controls For Windows Journey Level $12.44 1 King 53ar' rcl,khrr_ itters gh'ira>, Journey Level $77.39 SC 1X Protection) King Stage Rig i .Mec:hanics (Non Journey Level $13.23 1 Structural) King Stone Masons Journey Level $57.32 5A 1M King StLegLAnd Parking�Lol S. eene.r, Journey Level $19.09 1 Workers King Surveyors Assistant Construction Site $59.49 7A 3C 8P Surveyor King Surveyors Chainman - $58,93 7A 3C 8P King Surveyors Construction Site Surveyor $60.49 7A 3C 8P King Telecommunication Journey Level $48.06 7E 1 E Technicians King Tele:ahone lane f ractstrticaia:>r°o Cable Splicer $41.22 5A 2B Outside - King Telephn_nKe_L,ine_Coiisti,ticl,iox) - Hole Digger/Ground Person $23.12 5A 2B Outside 1/24/2019 Page 17 of 17 King jc4lephgn-_Line Constf uction - Installer (Repairer) $39,53 SA 2B Outside I King Telephone Line Construction - Special Aparatus Installer 1 $41.22 5A 2B Outside King Teueph2ne Li ne Con struction Special Apparatus Installer 11 $40.41 5A 2B Outside King Teteohone Line Construction - Telephone Equipment Operator $41.22 5A 2B Outside (Heavy) King TotephoneLiflejonsLi Construction - Telephone Equipment Operator $38.36 5A 2B Outside (Light) King 'Telephone_Line.Cori,,,,Lructiort - Telephone Lineperson $38.36 5A 2B Outside King TVteQh QLj Television Groundperson $21.92 5A 2B Outside King TclepTrone Lii1e COnStRICU0.91 Television Lineperson/Installer $29.13 5A 2B Outside King Telephone Line Construction - Television System Technician $34.68 5A 2B Outside King Telephone Line.....Construction - Television Technician $31.18 5A 2B Line, ......... Outside King Telephone Line Construction Tree Trimmer $38.36 5A 2B Outside King Terrazzo Workers Journey Level —$52.61 5A 1M King Tile Setters Journey Level $52.611 5A im King Tiles Marble Ajerrazzo Finisher $43.44 5A I B Finishers King Traffic Control Stripers Journey Level $45.53 7A LK I King Truck Drivers Asphalt Mix Over 16 Yards $54.30 5D 3A 8L King Truck Drivers Asphalt Mix To 16 Yards —$53.46 5D 3A 8L King Truck Drivers Dump Truck $53.46 5D 3A 8L King Truck Drivers Dump Truck Et Trailer $54.30 5D 3A 8L King Truck Drivers Other Trucks $54.30. 5D 3A 8L King Truck Drivers Ready Mix Booster 9 Yards and Over $52.78 5A 4T King Truck Drivers Rea Non-Booster Loads Under 9 $52.53 5A 4T Cubic Yards King Irrigation Pump Installer $17.71 1 Installers King Well Drillers Et Irrigation PLirp Oiler $12,97 1 Installers King Well Di Hlers ft h riRation Purnn, Well Driller $18.00 1 Installers 1/24/2019 10.A K�NT wnsnncro DATE: January 15, 2019 TO: Kent City Council SUBJECT: Lake Meridian Park Bathhouse Repair Project Bid - Award - .- MOTION: Award the Lake Meridian Park Bathhouse Repair project to A-to-B Builders LLC, in the amount of $677,942.10, including Washington State Sales Tax, and authorize the Mayor to sign all necessary documents, subject to final terms and conditions acceptable to the City Attorney and Parks Director. SUMMARY: This project will repair arson fire damage to the Lake Meridian Park Bathhouse, which occurred in June of 2018. A public bidding process yielded a total of 3 bids, with the lowest responsive bidder being A-to-B Builders LLC. The Engineer's estimate for this project was $550,000, BUDGET IMPACT: Expense of $100,000 to the City's property insurance fund (our "deductible"). The remainder of the repair costs will be covered by the City's insurer. SUPPORTS STRATEGIC PLAN GOAL: Evolving Infrastructure ATTACHMENTS: 1. Bid Tabulation (PDF) City Council Meeting Pending 01/15/2019 7:00 PM Packet Pg. 663 PAYMENT AND PERFORMANCE BOND Bond No. 3436744 TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, A to B Builders, LLC as Principal, and Old Republic Surety Company a Corporation organized and existing under the laws of the State of %E @K D(gtooa*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 KENT in the penal sum of $677,942.10 , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. *Wisconsin This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Lake MCri4lipar Bathh1gygp, (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, 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, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE TWO WITNESSES: A to B Builders, LLC PRINCIPAL (enter Principal's name above BY ,kCAv-MA TITLE: PRINT NAME DATE: 1/22/2019 DATE: 1/22/2019 PRINT NAME DATE: 1/22/2019 SURE - Old Rep c- urety Company ._ __. _ CORPORATE SEAL: BY: DATE: 1/22/2019 TITLE: Carley Espiritu, Attorney-in-Fact ADDRESS: 120 W. Dayton, Suite 86 Office #9 Edmonds, WA 98020 CERTIFICATE AS TO CORPORATE SEAL I hereby certify that am the (Assistaint) Secretary of the Corporation named as Principal in the within Bond; that L,ehh yv�,F?�Who signed the said bond on beh If of the Pri cipal - IS " "& cr Of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRET OR ASSISTANT SECR TARP--- LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE OLIO REPUBLIC SURETY COMPANY * * * POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That OLD REPUBLIC SURETY COMPANY,a Wisconsin stock insurance corporation,does make,constitute and appoint: KAREN C.SWANSON,ERIC A.ZIMMERMAN,CYNTHIA L JAY,JAMIE L.MARQUES,CARLEY ESPIRITU,ALICEON A.KELTNER,CHRISTOPHER KINYON, DIANE M, HARDING.ANNELIES M.RICHIE,KYLE JOSEPH HOWAT,BRANDON K BUSH.PETER J COMFORT,HEATHER L.ALLEN,JACOB T.HADDOCK, HOLLI ALBERS,OF TACOMA.WA its one and lawful Attomey(s)-in-Fact,with full power and authority,not exceeding$50,000,000,for and on behalf of the company as surety,to execute and deliver and affix the seal of the company thereto(ifa seal is required),bonds,undertakings,recognizances or other written obligations in the nature thereof, (other than bail bonds,bank depository boards,mortgage deficiency bonds,mortgage guaranty bonds,guarantees of installment paper and note guaranty bonds,selfinsm ante workers compensation bonds guaranteeing payment ofbenefus,astrestus abatement contract bonds,waste management bonds,hazardous waste reniediation bonds or black lung bonds), as follows: ALL WRITTEN INSTRUMENTS IN AN AMOUNT NOT TO EXCEED THIRTY MILLION DOLLARS($30,000,000)--.-.-.------.----.-----..-..---FOR ANY SINGLE OBLIGATION and to bind OLD REPUBLIC SURETY COMPANY thereby,and all of the acts of said Attomeys-ire-Fact,pursuant to these presents,are ratified and confirmed. This document is Rol.valid uolrs5 print+;don culorul hackgrowtd and is multi-colored. This appointment is made under and by authority of the board ot'direetors at a special meeting held on February 18, 1982. This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adopted by the beard of directors of the OLD REPUBLIC SURETY COMPANY on February 18, 1982. RESOLVED that,the president,any vice-president,or assistant vice president,in conjunction with the secretary or any assistant secretary,may appoint mtomcys-in-fact or agents with authority as defined or limited in the instrument evidencing the appointment in each case,for and on behalf of the company to execute and deliver and affix the seal of the company to bonds,undertakings,recognizances,and suretyship obligations of all kinds;and said officers may remove any such attomcy-in-fact or agent and revoke any Power of Attorney previously granted to such person. RESOLVED FURTHER,that any bond,undertaking,recognizance,or suretyship obligation shall be valid and binding upon the Company (i)whcm signed by the president,any vice president or assistant vice president,and attested and sealed(if a seal be required)by any secretary or assistant secretary;or (ii)when signed by the president,any vice president or assistant vice president,secretary or assistant secretary,and countersigned and sealed(ifa seal be required)by a duly authorized attorney-in-Fact or agent;or (iii)when duly executed and scaled(ifa seal be required)by one or more at orroys-in-fact or agents pumuant to and within the limits of the authority evidenced by the Power of Attorney issued by the company to such person or persons. RESOLVED FURTHER,that the signature of any authorized officer and the seal of the company may be affixed by facsimile to any Power of Attorney or certification thereof authorizing the execution and delivery of any bond,undertaking,recognizance,or other suretyship obligations of the company;and such signature and seal when so used shall have the same force and effect as though manually affixed. IN WITNESS WHEREOF,OLD REPUBLIC SURETY COMPANY has caused these presents to be signed by its proper officer,and its corporate seal to be ...m __„ mOER,affixed this 26TH day of OCTB 201 S. „w / OLD REPUBLIC SURETY COMPANY °, svhvrr,. a^ w STATE OF WISCONSIN,COUNTY OF WAUKESHA-SS ` "` President - On this 26TH day o f OCTOBER,2018 ,personally came before me, Ala"Pavlie and Chemev to me known to be the individuals and officers of the OLD REPUBLIC SURETY COMPANY who executed the above ..-.- lane F. .._. _.- instrument,and they each acknowledged the execution of the same,and being by me duly swom,did severally depose and say; that they are the said officers of the corporation aforesaid,and that the seal affixed to the above instrument is the seal of the corporation,and that said corporate seal and their signatures as such officers were duly Mixed and subscribed to the said instrument by the authority of the board of directors of said corporation. tiff " rws '{seta'nPt .Notary Public My commission expires: 9/28/2022 CERTIFICATE (Expiration of notary commission does not invalidate this instrument( I,the undersigned,assistant secretary of the OLD REPUBLIC SURETY COMPANY,a Wisconsin corporation,CERTIFY that the foregoing and attached Power of okoeck and more,that esolutions of force, R560emains m full force and has not been rovSigned and sealed al the Cilyho fBrookfield,W the tlrar ro4 i 8 day�^9kv h rnowor of Attorney,are now Attorney i 1 rvw. �.yY•^ PROPF,I.,INSURANCE : � 41 anti u a is W qp m 2?H.r Nw Ivmoru�o, � of miolo.... 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BID OPENING: r Immediately Following Kent City Hall, Council Chambers, First Floor DELIVER TO: City Clerk's Office, Kent City Hall, First Floor 220 4th Avenue South, Kent, Washington 98032 JULIE PARASCONDOLA, CPRP DIRECTOR OF PARKS, RECREATION & COMMUNITY SERVICES IENT W 45HINCPON 9 U LAKE MERIDIAN PARK BATHHOUSE REPAIR PROJECT MANUAL GENERAL ORDER OF CONTENTS SITE LOCATION INVITATION TO BIG 1' . SAMPLE DOCUMENTS 2. TECHNICAL SPECIFICATIONS 3. APPENDICES A. Bidder's Package B. Washington State Prevailing Wages LAKE MERIDIAN PARK BATHHOUSE REPAIR Project Address: 14800 SE 272nd Street Kent, Washington 98042 Directions from SR-167 (both directions): 1. Take the SOUTH 277T" STREET exit. 2. Go EAST, up the hill and around the bend as road becomes 116T" AVENUE SE, 3. Turn EAST onto SR-516/KENT-KANGLEY ROAD. 4. Follow as road becomes SE 272"D STREET. 5. Turn LEFT into parking lot of Lake Meridian Park. Directions from Hwy. 18 (both directions) : 1 . Take the HWY 516/SE 27211D STREET exit. 2. Go WEST on SE 272nd about three-quarters of a mile. 3. Turn RIGHT into park entrance. 1 M14r I u'o"¢n AvilVlft;J yw,pg f I I Y II I h� }! C.uunvy C'Cui I I �p� " nfr.,il ill cfigi i Ili UHIF,DIN T ES 00 'ro Kohl V, "'its V,tnkr. C l`)V l re g t A T M1¢;aii�7�dim Olgrh 'o Oro Wl lulma3Iu i INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through Thursday, December 27, 2018 up to 10:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington 98032. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above- stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following for the City of Kent project named as follows: Lake Meridian Park Bathhouse Repair The project consists of repairs to a 1,152 square foot existing bathhouse that was damaged by fire. Work includes removal of all fire damaged sections of the building including the roof and replacement of interior fixtures, plumbing, electrical, and constructing a new roof. The Engineer's estimate for this project is $550,000. Bid documents may be obtained at www.ltnk ov pr�reurenrlent. An optional pre-bid meeting will be held at 10:00a.m. Tuesday, December 18, 2018 at Lake Meridian Park, 14800 SE 272"d Street, Kent, WA 98032. All questions related to the project drawings and specifications shall be in writing and directed to Erik Salisbury eriksali'sb urITy@m.Vllerhavashi LQ!M. All questions shall be submitted no later than 5 p.m. on December 20th 2018. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternated or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory, and responsible bidder and shall be the sole judge thereof. No pleas of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 12th day of December, 2018. KIMBERLEY . KOMOTO, City Clerk I [Published in the Daily Journal of Commerce on December 12, 2018] LAKE MERIDIAN BATHHOUSE SECTION 000110 KENT, WASHINGTON TABLE OF CONTENTS ....... _. _. __.._... _......... ........ .. .. m . .................. ..... ..................... ................................,............... PART 0 INTRODUCTORY PAGES TITLE PAGE 000110 TABLE OF CONTENTS 000200 CONTRACT PROVISIONS Contractor Compliance Statement Proposal Bid Summary Proposal Signature Page General Contractor's References Bidder's Responsibility Criteria General Contractor's Qualification Statement City of Kent Subcontractor Lists Bid Bond Form City of Kent Combined Declaration Form: Non-Collusion, Minimum Wage EEO Declaration City of Kent Administrative Policy Contract (Sample) Exhibit A Insurance Requirements for Construction Projects Change Order Form Payment and Performance Bond to the City of Kent City of Kent Equal Employment Opportunity Compliance Statement Bidder's Checklist 006313 REQUEST FOR INTERPRETATION FORM 006325 SUBSTITUTION REQUEST FORM ........................................ . ........... .......... PART 2 TECHNICAL SPECIFICATIONS .. DIVISION 1 - GENERAL REQUIREMENTS __ 011000 SUMMARY 012300 ALTERNATES 012900 PAYMENT PROCEDURES 013113 PROJECT COORDINATION 013119 PROJECT MEETINGS 013300 SUBMITTAL PROCEDURES 014500 QUALITY CONTROL 014554 BUILDING ENVELOPE AIR BARRIER TESTING PROCEDURES 015000 TEMPORARY FACILITIES AND CONTROLS 016000 PRODUCT REQUIREMENTS 017421 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 017700 CLOSEOUT PROCEDURES DIVISION 2—EXISTING CONDITIONS ......... 024119 SELECTIVE DEMOLITION DIVISION 3 - CONCRETE ......................_._. NOT USED DIVISION 4- MASONRY_,.. NOT USED e DIVISION 5- METALS _............... ..__.................._ .... 051200 STRUCTURAL STEEL FRAMING 055000 METAL FABRICATIONS BID DOCUMENTS TOC-1 12111118 LAKE MERIDIAN BATHHOUSE SECTION 000110 KENT, WASHINGTON TABLE OF CONTENTS DIVISION 6 -WOOD AND PLASTIC 061000 ROUGH CARPENTRY 061500 WOOD DECKING DIVISION 7-THERMAL AND MOISTURE PROTECTION 072100 THERMAL INSULATION 072700 WEATHER RESISTIVE BARRIERS 074623 WOOD SIDING AND TRIM 076100 SHEET METAL ROOFING 076200 SHEET METAL FLASHING AND TRIM 077160 FALL PROTECTION DEVICES 079200 JOINT SEALANTS DIVISION 8 - DOORS AND WINDOWS 081400 WOOD DOORS 081113 HOLLOW METAL DOORS AND FRAMES 083100 ACCESS DOORS AND PANELS 085113 ALUMINIUM WINDOWS 086213 UNIT SKYLIGHTS 087100 DOOR HARDWARE 087300 DOOR AND HARDWARE INSTALLATION 088000 GLAZING DIVISION 9- FINISHES 096723 RESINOUS FLOORING 097733 REINFORCED PLASTIC PANEL WALL COVERINGS 099000 PAINTING AND COATING DIVISION 10- SPECIALTIES 101400 SIGNAGE 102115 SOLID PLASTIC TOILET COMPARTMENTS 102813 TOILET ACCESSORIES DIVISION 11 - EQUIPMENT NOT USED DIVISION 12- FURNISHINGS NOT USED DIVISION 13 - SPECIAL CONSTRUCTION NOT USED DIVISION 14- CONVEYING SYSTEMS NOT USED DIVISION 21 - FIRE SUPPRESSION NOT USED BID DOCUMENTS TOC-2 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 000110 KENT, WASHINGTON TABLE OF CONTENTS DIVISION 22-PLUMBING 220505 PLUMBING PROVISIONS 220507 SPECIAL PROVISIONS 220509 ACCESS, EXCAVATION, & BACKFILLING 220553 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 220719 PLUMBING PIPING INSULATION 221005 PLUMBING PIPING 221006 PLUMBING PIPING SPECIALTIES I 223000 PLUMBING EQUIPMENT 224000 PLUMBING FIXTURES DIVISION 23-HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC) 230505 HVAC PROVISIONS 230507 SPECIAL HVAC PROVISIONS 230509 EQUIPMENT ACCESS 230553 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 230928 INSTRUMENTATION AND CONTROLS 233100 HVAC DUCTS AND CASINGS 233300 AIR DUCT ACCESSORIES 233413 AXIAL HVAC FANS 233423 HVAC POWER VENTILATORS 233700 AIR OUTLETS AND INLETS 238200 CONVECTION HEATING AND COOLING UNITS DIVISION 26-ELECTRICAL 260500 COMMON WORK RESULTS FOR ELECTRICAL DIVISION 27-TELECOMMUNICATIONS NOT USED DIVISION 28-ELECTRbNIC SAFETY AND SECURITY NOT USED DIVISION 31 -EARTHWORK NOT USED --- -.. .. DIVISION 32- SITE IMPROVEMENTS NOT USED _ ............ .... DIVISION 33-UTILITIES NOT USED END TABLE OF CONTENTS I G BID DOCUMENTS TOC-3 12/11/18 CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named PROJECT NAME I am the undersigned bidder or prospective contractor. I represent that — I have I have not participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. NAME OF BIDDER i BY: SIGNATURE/TITLE ADDRESS (Note to Bidders: The information required in this Compliance Statement is r informational only) LAKE MERIDIAN PARK BATHHOUSE REPAIR .6 DIVISION 0- SAMPLE DOCUMENTS PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that _.._ .............. has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named PROJECT NAME for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Technical Specifications. Reference the Section in this proposal document where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears. Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*). 5) The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1-07 2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor shall contact the Contract Payment section of the Division of Accounting and Financial Services of the Department of Transportation, Olympia, Washington, for questions regarding sales tax. The Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit Bid prices or other Contract amounts. In some cases, however, state retail sales tax will not be included. Section 1 -07.2(2) describes this exception. LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS I B I D SUMMARY BASE BID: PROJECT NAME DO NOT INCLUDE TAX UNIT PRICES - include all labor, materials and equipment necessary to provide and/or execute and/or place Item noted. BID SCHEDULE Item Plan Price Total No. —Item Description Quantity Unit Per Unit Amount ` _. __..__. . -.--. _ — .. 1 Existing Conditions 1 LS (Division 2) 2 Metals 1 LS (Division 5) 3 Wood "'an...d Plastic 1 LS (Division 6) 4 Thermal and Moisture Protection 1 LS (Division 7) 5 Doors and Windows LS (Division 8 6 Finishes 1 LS (Division9) 7 Specialties 1 LS (Division 10) 8 Plumbing 1 LS (Division 22) __.....,...._ _,.,..... .. ..._ 9 Heating, Ventilating and HVAC 1 LS (Division 23) ............-. _. ....... 10 Electrical 1 LS (Division 26) 11 Alternate #1 - Drinking Fountain 1 LS Total Lump Sum Bid Items 1 through 11 $_ Bid Amount in Words Total Lump Sum Bid including Alternate #1 $ Bid Amount in Words NOTE: Washington State Sales Tax of 10% will be added to the base bid amount in the contract. LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0- SAMPLE DOCUMENTS The undersigned Bidder hereby verifies that these listed bid prices are true and correct in all respects. BIDDER: DATE: (signature) By _..__ _ Title: ---....... (print name) Company Name: Address: City/State/Zip: Phone: LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS PROPOSAL SIGNATURE PAGE PROJECT: PROJECT NAME The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within 130 calendar days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. 'f No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: _ NAME OF BIDDER BY: Signature (Print Name and Title) Address i LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0-SAMPLE DOCUMENTS GENERAL CONTRACTOR'S REFERENCES If you have not worked for the City of Kent in the past three years: Please provide FIVE references for work performed similar in size and scope to the PRQJEgT NAME. At least two of the references should be from a public agency. ........ ......................... _.__..... .Agency Name Address, city, state, zip Phone .w_.. . _____ __...._...._ _...__._.._ ._w...ww..._,._.... _. ...._,........Contact Name ..._.... -_ __ ....... .... _,_..m_. ...........Name of Project _,_ ...___....._,_,...._.._.......... __ ___ __ ______ ......... _.Contract Amount (approx,), Year _._.._....._ ..._.__ --------Agency Name ______.. ------Address, city, state, zip __......._ ......................... ..............___._............. ......._...........__._.............._Phone W_..................._..._.....,_.................._.._r_............._...........__ ._._._......,_Contact Name Name of Project _...... ............................ _..___ -- ---- ---- Contract Amount (approx.), Year _.........._ Agency Name _.._�_... __..... _ ........... .... „..............__ _............___._.Address, city, state, zip Phone Contact Name _Name of Project __..__.__...._m......_....._..___—. ._. Contract Amount (approx.), Year Agency Name _. .. _ Address, city, state, zip Phone _..__._.................--... .. .._....-------- -- Contact Name Name of Project Contract Amount (approx.), Year LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS _ Agency Name ._.....-,,--..._._ Address, city, state, zip _._ _.. .. .__..._____Phone ....__ ___.._ __Contact Name ........._.. __.. . Name of Project _._......_ Contract Amount (approx.), Year Note: This form must be included with your bid. ❑ 1 have worked for the City of Kent in 2016, 2017 or 2018. Name of Project(s): LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0- SAMPLE DOCUMENTS BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes: PROJECT NAME This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (12/12/201.8,), 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 By .. _ ........... Signature of Authorized Official* Printed Name: Title: Date: City and State: ..... ---- --- * 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 sign). If a co- partnership, proposal must be executed by a partner. LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) for PROJECT NAME THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THATARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery, email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAY ALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSI VE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: NAME: ADDRESS: PRINCIPAL OFFICE: ADDRESS: PHONE: FAX: 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number, 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12.065 (3). LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 2.2 How many years has your organization been in business under its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s) : 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable) : 2.4.3 Name(s) of general partner(s) : 2.5 If your organization is individually owned, answer the following: I 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 Listjurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed, 4. EXPERIENCE a 4.1 List the categories of work that your organization normally performs with its own forces. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? LAKE MERIDIAN PARK BATHHOUSE REPAIR d DIVISION 0- SAMPLE DOCUMENTS 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract: 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment, 5. REFERENCES 5.1 Trade References: 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: 5.3.2 Name and address of agent 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1.1 Attach a financial statement, preferably audited, including your organization's latest balance sheet and income statement showing the following items: Current Assets (e.g., cash,joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent-subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated this day of 20 _ Name of Organization: By: .... _ Title: 7.2 _ __1 being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this day of , 20 - Notary Public: My Commission Expires: LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS C 1 TY OF KENT SUBCONTRACTOR L G ST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: PROJECT NAME Project Number: #PPD XX-XX Subcontractor Name Item Numbers Subcontractor Name ............................. — Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers _.._... _._ Subcontractor Name _.............. — Item Numbers BIDDER'S SIGNATURE _ LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0- SAMPLE DOCUMENTS SUBCONTRACTOR LIST (Contracts over 1 million dollars) p Name of Bidder: Project Name: PROJECT NAME Project Number: # PPQ XX.XX Pursuant to RCW 39,30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Subcontractor Name: Subcontractor Name: Subcontractor Name; Bidder's Signature Date a LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 -SAMPLE DOCUMENTS B I D BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, as Principal, and _ as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of $ Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for PROJECT NAME,. According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF __ 20__, PRINCIPAL SURETY 20 Received return of deposit in the sum of $ LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS CITY OF KENT COMBINED DECLARATION FORM: NON'-COLLUS 1 ON, M I N I MUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct- 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having 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 wage 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. PROJECT NAME NAME OF PROJECT f NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Subscribed and sworn before me this day of 20 , , Notary Public: My Commission Expires; LAKE MERIDIAN PARK BATHHOUSE REPAIR '� DIVISION 0- SAMPLE DOCUMENTS DECLARATION CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1 . I have read the attached City of Kent administrative policy number 1 .2. 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 4. During the time of the contract I, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above. By: _. _ _ _.... .............. .... . ....... —--- For; Title Date: LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS 7 CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1 .2 EFFECTIVE DATE: January 1 , 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1 , 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding Agreements with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1 . Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the Agreement. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1 . Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines, i k LAKE MERIDIAN PARK BATHHOUSE REPAIR '� DIVISION 0 - SAMPLE DOCUMENTS CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and organized under the laws of the State of _.......—_, located and doing business at _ m, _ _ ( 'Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment for the PROJECT NAME in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the current Specifications including the latest amendments as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within 130 calendar days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. The total contract amount, including Washington State Sales Tax, is $ 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3, The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4, It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS 5. Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competent jurisdiction determine that this contract is subject to RCW 4.24.115, 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 the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6, Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8, Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9, Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. I I LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 -SAMPLE DOCUMENTS CITY OF KENT BY: DANA RALPH, MAYOR DATE: ATTEST: KIMBERLEY A, KOMOTO, CITY CLERK APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: PRINT NAME: TITLE; DATE: LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0- SAMPLE DOCUMENTS EXHIBIT A INSURANCE REQU I REMENTS FOR CONSTRUCTION PROJECTS r Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1 . Automobile Lia.bifty insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors, products-completed operations, personal injury and advertising injury, and liability assumed under an insured contract. The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form CG 25 03 11 85. There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion, collapse or underground property damage, The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City using ISO additional insured endorsement CG 20 10 11 85 or a substitute endorsement providing equivalent coverage. 2. Workers' Corr7pensation coverage as required by the Industrial Insurance laws of the State of Washington. 3. Builders Risk insurance covering interests of the City, the Contractor, Subcontractors, and Sub-subcontractors in the work. Builders Risk insurance shall be on a all-risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including flood and earthquake, theft, vandalism, malicious mischief, collapse, temporary buildings and debris removal. This Builders Risk insurance covering the work will have a maximum deductible of $5,000 for each occurrence, which will be the responsibility of the Contractor. Higher deductibles for flood and earthquake perils may be accepted by the City upon written request by the Contractor and written acceptance by the City. Any increased deductibles accepted by the City will remain the responsibility of the Contractor. Builders Risk insurance shall be maintained until final acceptance of the work by the City. EXH I B I T A (Continued) B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. 2. Commercial General Liabilitv insurance shall be written with limits no less than $1 ,000,000 each occurrence, $2,000,000 general aggregate and $2,000,000 products- completed operations aggregate limit. 3. Builders Risk insurance shall be written in the amount of the completed value of the project with no coinsurance provisions. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability, Commercial General Liability and Builders Risk insurance: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. D. Contractor's Insurance For Other Losses The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. EXH I B I T A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VII. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. Before any exposure to loss may occur, the Contractor shall file with the City a copy of the Builders Risk insurance policy that includes all applicable conditions, exclusions, definitions, terms and endorsements related to this project. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. i ti r� NOTE: By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE ORDER NO.. NAME OF CONTRACTOR: _................. ("Contractor") CONTRACT NAME & PROJECT NUMBER: ORIGINAL CONTRACT DATE: This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section I1 I, "Compensation," are hereby modified as follows: — .. .._...... .... .... ............. ................................ ......... ... ... Original Contract Sum, $ (including applicable alternates and WSST) Net Change by Previous Change Orders $ (incl. applicable WSST) _. _.... _.. _ ...........,� - - --- --— ... .. Current Contract Amount $ (incl. Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 - SAMPLE DOCUMENTS T —,.,..�.......... Original Time for Completion (insert date) ........ ... Revised Time for Completion under prior Change Orders (insert date) Days Required (±) for this Change calendar days i Order Revised Time for Completion (insert date) In accordance with Sections 1-04.4 and 1 -04.5 of the Kent Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. .._.................-, CONTRACTOR: CITY OF KENT: By: — By: - (signature) (signature) Print Name: Print Name:--- I ts Its (title) (title) DATE: DATE: ) LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 — SAMPLE DOCUMENTS APPROVED AS TO FORM: (applicable itMayor's srpniture recruavd) Kent: Law Department pm ulna uclu nu rurg umm ry ia¢irw7.rr� �rw �i.. irnn srauw a'�r�nuaol L.AKE_. Mt PMIAN PARK 13AMl-0OUSL REPAIR DWISIGN 0-- SAMPLI n(}t.UM1.N'r'S PAYMENT AND PERFORMANCE BOND TO C I TY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, _ _ , as Principal, and a Corporation organized and existing under the laws of the State of Washington, 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 KENT in the penal sum of $ , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of PROJECT NAME (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, 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, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of ' performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 -SAMPLE DOCUMENTS TWO WITNESSES: PR INC I PAL (enter Principal's name above) BY; TITLE: PRINT NAME DATE: DATE: PRINT NAME DATE: SURETY: CORPORATE SEAL: BY; DATE: TITLE: ADDRESS: CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal Of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANT SECRETARY LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0 — SAMPLE DOCUMENTS CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract, I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before-mentioned company was the prime contract for the contract known as PROJECT NAME that was entered into on the day of ............... , 20 , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1 ,2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By _... For: Title: Date a u LAKE MERIDIAN PARK BATHHOUSE REPAIR DIVISION 0- SAMPLE DOCUMENTS LAKE MERIDIAN BATHHOUSE DOCUMENT 006313 KENT, WASHINGTON REQUEST FOR INTERPRETATION FORM RF1 NO. Date: From:. MILLER HAYASHI ARCHITECTS Spec Section/ para: Drawing/Detail: Request: Signed: Response: ❑ Attachments: Response From: To: Rec'd: Replied: Signed: Copies: ❑ Owner ❑ Consultants ❑ ❑ ❑ ❑ File BID DOCUMENTS 006313-1 12/11118 LAKE MERIDIAN BATHHOUSE DOCUMENT 006325 KENT, WASHINGTON SUBSTITUTION REQUEST FORM TO: MILLER HAYASHI ARCHITECTS DATE. ATTN: We hereby submit the following for your consideration in lieu of the specified item(s)for the above project: Specification Section Paragraph Referenced Drawings) Specified Item: ....................................._...._ Proposed Substitution: ..... ........... _. Reason for Substitution: COMPLETE THE FOLLOWING (Use back or additional sheets if necessary). 1. Does the substitution affect dimensions shown on Drawings? Yes . No If yes, indicate changes; _ ..... 2. What effect does the substitution have on other trades? _. ..._ �_....._., __....__.. __. ............... 3. What effect do applicable code requirements have on substitution? 77 ........ .. ._. 4. Describe the differences between the proposed substitution turd the specified dtd rn(s): ......__ ,"-- mm............ 5. How do manufacturer guarantees compare brtwe&ft°s propodfad and Spdcffied items? Same Drifiitrjsih (Explain on back.) Attachments: What is projected lump sum installed cnr `dIffgr be proposed substitution and least expensive specified item? $...�...._.._... ...._ (O? decrede); increase] The undersigned hereby Certifies that the proposed uozlb0iotq Item N'i been fully investigated and has been detelminedto be equal or superior to that spf„jiac{ini�s m eofs;that the sae or greater warranty will be furnished, ' that required maintenance sa�(7 Ice Mid°s(S,rce for replacement parts are available,and that j incorporation of th'f jproposed q fifute item will not affect functional clearances. Warrants that s iurdina i ins'ff tion, and changes to the project as necessary to accommodate the proposed strgfktltotl th )Contractor s responsibility, that use of the substitute items)will not delay project r nrgfpfd n, a t It claims for additional casts related to its incorporation which may become subs itffy appant will be borne by the Contractor, Approved For Architect Reylaawr=' r%'�' Signature lltle Signature shall be by a person having authority to legally bind the Contractor to the above terms. ... ..... . ............ ........... ❑Substitution Recommended ❑Substitution Recommended ❑ Substitution Not ❑Substitution Returned - Subject to Owner's Consent As Noted Recommended Insufficient Information Subject to Owner's Consent Date: _ By: _ MILLER HAYASHI - _m....m Signature TWO . ............ .......... .............. ...... ..................... .............. .., . . ........ ........... ...._.,., ,. ................ Owner's Consent Yes DO Date; 'i By: OWNER Signature u END OF SUBSTITUTION REQUEST FORM f BID DOCUMENTS 006325-1 12/11/18 ._ ... ...... ...... .... ... . _ _ _ .... BIDDER'S CHECKLIST Project: LAKE MERIDIAN PARK BATHHOUSE REPAIR The bidder's attention is especially called to the following City of Kent forms that must be Y executed in full as required: Failure to comply in full shall result in rejection of bid. ❑ CONTRACTOR'S COMPLIANCE STATEMENT: To be completed and signed by the bidder, ❑ BID PROPOSAL: The unit prices and alternate bid(s) and lump sum base bid must be shown in the space provided. Show prices in both words and figures, ❑ PROPOSAL SIGNATURE FORM: To be completed and signed by the bidder, ❑ REQUEST FOR REFERENCES: To be completed by the bidder. ❑ BIDDER RESPONSIBILITY CRITERIA: To be completed and signed by the bidder, ❑ CONTRACTOR'S QUALIFICATION STATEMENT: To be completed and signed by the bidder, and sworn before a notary public. ❑ SUBCONTRACTOR LIST(S): Indicate all subcontractors (and yourself, if applicable) that will perform work amounting to more than ten percent of the total contract price. This/These form(s) must be completed, signed and submitted with the bid. ❑ BID BOND: Form is to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond must equal 5% of the total amount bid and shall be shown in both words and figures. ❑ COMBINED AFFIDAVIT AND CERTIFICATION FORM: To be completed and signed by the bidder, and sworn before a Notary Public. ❑ E.E.O.POLICY DECLARATION: To be completed and signed by the bidder. ❑ DISADVANTAGED MINORITY or WOMEN'S BUSINESS ENTERPRISE CERTIFICATION: If applicable to bidder. The following forms are to be executed after the Agreement is awarded: ❑ PUBLIC WORKS AGREEMENT: Executed by the successful bidder. City will initiate action. ❑ INSURANCE REQUIREMENTS: Successful bidder must provide proof of minimum required coverage P with contract ❑ PERFORMANCE BOND/CERTIFICATE AS TO CORPORATE SEAL: To be executed by the successful Bidder and his surety company. ❑ CHANGE ORDER FORM: For use during project if needed ❑ REQUEST FOR INTERPRETATION (RFI) FORM: To be submitted to consultant/architect as needed. i ❑ SUBSTITUTION REQUEST FORM: To be submitted to consultant/architect as needed. The followina form is to be executed and returned rpturElled after completion of the proiec ❑ EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE: To be executed and returned to Owner after completion and prior to acceptance by Owner. Retainage will not be released by Owner until receipt of this Affidavit. .x Miller Hayashi Architects PLLC 116 N. 35th St. Suite 200 Seattle, WA 98103 206 6340177 } mWerhayashi.com Lake Meridian Bathhouse 14800 SE 272nd Street Kent, WA 98014 Project Manual BID SET 12/11/18 i LAKE MERIDIAN BATHHOUSE SECTION 011000 KENT, WASHINGTON SUMMARY PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Special work requirements. 2. Separate work. 3. Owner-furnished Contractor installed products. 4. Coordination. 5. Reference standards. 6. Applicable codes. 7. Field engineering. 8. Applications for payment 9. Request for information B. This Section applies to all Technical Specification Sections, and supplements the General and Supplementary Conditions. 1.2 SPECIAL WORK REQUIREMENTS A. Limit use of premises to allow for construction operations, to allow for continued park operations outside the area of work. B. Smoking is prohibited on site, except for areas designated by the Contractor. No smoking is allowed within enclosed areas. C. Owner Occupancy: 1. The park will remain open to the public during construction. Cooperate with Owner to minimize conflict, and to facilitate Owner's operations. 2. Coordinate use of the park site under direction of Owner. 3. Maintain free and safe passage to and from occupied portions of the park site, in accordance with Code and the Owner's occupancy requirements. 4. All occupied areas shall remain operational during normal business hours, unless approved otherwise. Notify the Owner a minimum of 48 hours prior to affecting the normal operation of existing occupied park spaces. 5. Perform no utility shutdowns unless approved by the Owner. 6. Perform demolition to minimize interference with adjacent occupied and public spaces. D. Noise Producing Activities: 1. Unless approved otherwise, limit excessive noise producing activities to daylight hours. 2. Comply with Section 015000 requirements for sound levels and noise control. E. Select materials, utilize personnel, perform preparatory work, and sequence work in an area as required so that the work may be completed in the least amount of time possible. F. All work shall be performed in a manner to maintain a normal business environment to the greatest extent possible. 1.3 SEPARATE WORK A. Items noted "NIC" (Not In Contract), will be furnished and installed by Owner. 1.4 OWNER-FURNISHED CONTRACTOR INSTALLED PRODUCTS A. Coordinate work to facilitate installation of products furnished by the Owner for Installation by the Contractor, as directed, and as indicated "FOIL,"on the Drawings. B. Owner's Responsibilities: 1. Arrange for and deliver shop drawings, product data, and samples, to Contractor. 2. Arrange and pay for product delivery to site. 3. Upon delivery, inspect products jointly with Contractor. 4. Submit claims for transportation damage. 5. Arrange for replacement of damaged, defective, or missing items. 6. Arrange for manufacturers'warranties, inspections, and service. BID DOCUMENTS 011000-1 12/11/18 _f j LAKE MERIDIAN BATHHOUSE SECTION 011000 KENT, WASHINGTON SUMMARY �—�.. C. Contractor's Responsibilities: 1. Review shop drawings, product data, and samples. 2. Receive and unload products at site; inspect for completeness, for damage, jointly with Owner, 3. Handle, store, install and finish products. 4. Repair or replace items damaged by Work of this Contract. 1.5 COORDINATION A. Coordinate work of the various Sections of Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. B. Verify characteristics of elements of interrelated operating equipment are compatible; coordinate work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. C. Coordinate space requirements and installation of mechanical and electrical work which are indicated diagrammatically on Drawings. Follow routing shown for pipes, ducts, and conduits, as closely as practical; make runs parallel with lines of building. Utilize spaces efficiently to maximize accessibility for other installations, for maintenance, and for repairs. D. In finished areas, except as otherwise shown, conceal pipes, ducts, and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. E. Execute cutting and patching to integrate elements of Work, uncover ill-timed, defective, and non- conforming work, provide openings for penetrations of existing surfaces, and provide samples for testing. Seal penetrations through floors, walls, and ceilings. 1.6 REFERENCE STANDARDS A. For products specified by association or trade standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. B. The date of the standard is that in effect as of the Bid date, or date of Owner-Contractor Agreement when there are no bids, except when a specific date is specified, or when a specific date is required under the applicable building code. C. Obtain copies of standards when required by Contract Documents. Maintain copy at jobsite during progress of the specific work. 1.7 APPLICABLE CODES A. Conform to the codes listed on the Drawings. 1.8 FIELD ENGINEERING A. Provide field engineering services; establish grades, lines, and levels, by use of recognized engineering survey practices. B. Control points are those shown on Drawings. Locate and protect control and reference points. Notify the Architect if reference points cannot be located. 1.9 REQUEST FOR INFORMATION A. A Request for Information (RFI) is a request from the Contractor directed to the Architect for clarification, interpretation, or direction regarding the Work as described by Contract Documents. B. Coordinate and submit in timely manner so as not to impede delivery,work, and other conditions that may be detrimental to construction progress. C. Use a "Request for Information" form or another form as approved by the Architect. D. Allow sufficient time in construction schedule for Architect's response to the RFIs. END OF SECTION j BID DOCUMENTS 011000-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 012300 KENT, WASHINGTON ALTERNATES PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: Identification and description of Alternate work. B. Related Sections: 1. Owner-Contractor Agreement: Alternates accepted by Owner for incorporation into the Work. 2. Sections of Specifications identified in each Alternate. C. This Section supplements the General and Supplementary Conditions. 1.2 PROCEDURES A. Alternates will be exercised at the option of Owner within the time frame indicated in Section 003000. B. Coordinate related work and modify surrounding work as required to complete the Work, including changes under each Alternate,when acceptance is designated in Owner-Contractor Agreement. 1.3 ALTERNATE DESCRIPTIONS A. ALTERNATE NO. 1 —DRINKING FOUNTAIN 1. Base Bid: a. Replace plumbing to existing drinking fountain location as indicated. Drinking fountain fixture DF-1 not in contract. 2. Add Alternate 1: Breezeway 108 a. Furnish and install drinking fountain fixture DF-1 and all associated plumbing as indicated. END OF SECTION BID DOCUMENTS 012300-1 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 012900 KENT, WASHINGTON PAYMENT PROCEDURES _...... ........ _.. PART1 - GENERAL 1.1 SUMMARY A. Section Includes: Procedures for preparation and submittal of Applications for Payment. B. Related Sections: 1. Owner-Contractor Agreement: Contract Sum and Unit Prices, Amounts of Progress Payments, and Retainages, and times for submittals. 2. 013300 - Submittals: Submittal procedures. Schedule of Values. 3. 017700 - Closeout Procedures: Contract Closeout Procedures; Final Payment. C. This Section supplements the General and Supplementary Conditions. 1.2 FORMAT A. AIA G702 -Application and Certificate for Payment B. For each item, provide a column for listing: Item Number; Description of work; Scheduled Value, Previous Applications; Work in Place and Stored Materials under this Application; Authorized Change Orders; Total Completed and Stored to Date of Application; Percentage of Completion; Balance to Finish; and Retainage. 1.3 PREPARATION OF APPLICATIONS A. Type required information or use media-driven printout. i B. Execute certification by signature of authorized officer. C, Use data on accepted Schedule of Values. Provide dollar value in each column for each line item for portion of Work performed and for stored products. D, List each authorized Change Order as an extension on continuation sheet, listing Change Order number and dollar amount as for an original item of Work. E, Prepare Application for Final Payment as specified in Section 017700. 1.4 SUBMITTAL PROCEDURES A. Submit three copies of each Application for Payment at times stipulated in Agreement. B. Submit under transmittal letter specified in Section 013300. 1.5 SUBSTANTIATING DATA A. When Architect requires substantiating information, submit data justifying line item amounts in question. B. 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. PART2 - PRODUCTS A. Not Used. PART 3 - EXECUTION A. Not Used, END OF SECTION BID DOCUMENTS 012900-1 12111118 LAKE MERIDIAN BATHHOUSE SECTION 013113 KENT, WASHINGTON PROJECT COORDINATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General coordination provisions. 2. Requirements for coordination of space. B. This Section applies to all Technical Specification Sections, and supplements the General and Supplementary Conditions. 1.2 GENERAL COORDINATION PROVISIONS A. Coordinate work of various specification sections to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. B. Carefully study and compare Contract Documents before proceeding with fabrication and installation of work. Promptly advise Architect of any error, inconsistency, omission, or apparent discrepancy discovered. C. Allot time in construction scheduling for liaison with Owner and Architect. Establish proceduresfor handling queries and clarifications. Use Contractor's standard "Request for Information" form to initiate clarifications. Allow sufficient time in construction schedule for Architect's response to the request. D. In addition to meetings specified in Section 013119, hold coordination meetings and conferences with personnel and subcontractors to assure coordination of the work. E. Coordinate scheduling, submittals, and work of various specification sections to ensure efficient and orderly sequence of installation of independent construction elements. F. Verify that characteristics of operating equipment are compatible with building utilities and services. G. Verify characteristics of elements of interrelated operating equipment are compatible; coordinate work of various specification sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment. H. In finished areas, except as otherwise indicated, conceal pipes, conduit and wiring in the construction. Coordinate locations of fixtures and outlets with finish elements. I. Execute cutting and patching to integrate elements of work, uncover ill-timed, defective, and non- conforming work, provide openings for penetrations of existing surfaces, and provide samples for testing. Seal penetrations through floors, walls, and ceilings. 1.3 COORDINATION OF SPACE A. The Contractor shall be responsible for coordinating the actual layout of plumbing, fire protection, HVAC, electrical, and other similar elements, as necessary to avoid interference, maintain the configurations of architectural elements, and maintain minimum ceiling and clearance heights as required by code, and accommodate existing obstructions which are to remain. B. Layouts shown on the Drawings are diagrammatic. Follow routings shown for pipes, ducts, and conduit as closely as practical. Where routing changes are required in exposed locations within public spaces, or will affect architectural elements, verify modifications with the Architect prior to proceeding. C. Develop coordination drawings,and other preinstallation coordination methods as necessary to coordinate layouts prior to installation. Coordination drawings shall be based on the approved structural steel framing shop drawings, and shall consist of overlay drawings,or other similar methods to graphically indicate plumbing, fire protection, HVAC, electrical, and other similar elements in a single location in order to identify conflicts. D. Where coordination drawings, or other preinstallation coordination methods show that available space is inadequate or that modifications will affect architectural elements, request information from the Architect before proceeding with work. No additional payment will be made for installation conflicts which could have been identified by coordination drawings or other preinstallation coordination methods. BID DOCUMENTS 013113-1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 013113 KENT, WASHINGTON PROJECT COORDINATION E. Provide clear access to control points, valves, strainers, control devices, and specialty items of every nature to such systems and equipment to obtain maximum head room. Provide adequate clearances as necessary for operation and maintenance. F. Make runs parallel with lines of building. Utilize space efficiently to maximize accessibility for other installations, for maintenance, and for repairs. PART2 - PRODUCTS A. Not Used. PART 3 - EXECUTION A. Not Used. END OF SECTION i 1 I BID DOCUMENTS 013113-2 12111118 LAKE MERIDIAN BATHHOUSE SECTION 013119 KENT, WASHINGTON PROJECT MEETINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Contractor participation in pre-construction conferences. 2. Contractor administration of progress meetings and pre-installation conferences. B. This Section applies to all Technical Specification Sections, and supplements the General and Supplemental Conditions. 1.2 GENERAL MEETING REQUIREMENTS A. Make physical arrangements for meetings; notify participants, prepare agenda with copies for each attendee. B. Take meeting minutes, and distribute copies within 2 days to the Owner, Architect, and all attendees. Distribute copies to other parties as appropriate. C. All representatives attending meetings shall be authorized to act on behalf of the entity each represents. D. Architect will attend meetings to ascertain the work is expedited consistent with Contract Documents and construction schedules. 1.3 PRECONSTRUCTION CONFERENCES A. Owner will administer pre-construction conference for execution of Owner-Contractor Agreement and exchange of preliminary submittals. B. Architect will administer site mobilization conference at Project site for clarification of Owner and Contractor responsibilities in use of site and for review of administrative procedures. 1.4 PROGRESS MEETINGS A. Schedule and administer progress meetings throughout the Work at maximum bi-monthly intervals. B. Attendance: Job superintendent, major subcontractors and suppliers, Owner,Architect, and others as appropriate to the meeting agenda. C. Suggested Agenda: 1. Review of Work progress. 2. Status of progress schedule and adjustments. 3. Delivery schedules. 4. Submittals. 5. Maintenance of quality standards. 6. Pending changes and substitutions 7. Other items affecting progress of Work. 1.5 PRE-INSTALLATION CONFERENCES A. Where required in a specification Section, schedule and administer a pre-installation conference prior to commencing work of the Section. B. Unless otherwise required, notify the Architect a minimum of 7 calendar days prior to each scheduled meeting. C. Require the attendance of entities directly affecting, or affected by, the work of the Section. D. Review conditions of installation, preparation and installation procedures, and coordination with related work. END OF SECTION BID DOCUMENTS 013119-1 12/11/18 f LAKE MERIDIAN BATHHOUSE SECTION 013300 KENT, WASHINGTON SUBMITTAL PROCEDURES PART1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Submittal form requirements. 2. Submittal schedule. 3. Construction schedule. 4. Contractor responsibilities. 5. Requirements for each type of submittal. B. Related Sections: 1. 006325—Substitution Request Form 2. 016000 - Product Requirements: Substitution submittals. 3. 017700 - Closeout Procedures: Closeout submittals. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplementary Conditions. i 1.2 SUBMITTAL FORM REQUIREMENTS A. Provide the fallowing, as applicable,on each submittal: 1. The Project title and number. 2. Present and Previous submittal dates. 3. Contractor's submittal number. 4. Subcontract identification. 5. The names of: a. Contractor. r b. Supplier. C. Manufacturer. 6. Identification of revisions on resubmittals. 7. For each product, reference corresponding specification section and paragraph number. 8. A 6 x 4 inch blank space for Contractor and Architect stamps. B. Deliver submittals to the Architect. Include name of contact person identified at the time of Agreement. C. Transmit submittals under AIA form G810 or other transmittal form as accepted by the Architect. D. Submittals in graphic form shall be clear readable copies with Contractor's original stamp. Facsimile submittals will not be accepted. 1.3 SUBMITTAL SCHEDULE A. Make submittals to the Architect as required, causing no delay in the work. B. Require each subcontractor to make submittals within 60 days of the subcontract date, unless specified or approved otherwise, or required to meet the work schedule. C. Allow a minimum of 10 working days from receipt, for the Architect to review each submittal. Allow additional time for large and complex submittals representing major portions of the Work, such as fire protection or structural steel. D. Schedule submittals to allow sufficient time for possible revision and resubmittal of the rejected submittals, without affecting the construction schedule. ' E. Make the following submittals to the Owner and Architect prior to starting construction and within 10 working days of the Notice to Proceed: 1. Certificates of insurance. 2. List of subcontractors and suppliers. 3. Construction schedule. 4. Submittal log. 5. Products list. i BID DOCUMENTS 013300-1 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 013300 KENT, WASHINGTON SUBMITTAL PROCEDURES F. Submit Schedule of Values prior to first application for payment. 1.4 GENERAL REQUIREMENTS FOR SUBMITTALS A. Make submittals to the Architect, unless otherwise specified. B. Review submittals prior to submittal to the Architect. Verify specified requirements for products, field measurements, and field construction requirements. C. Stamp and sign each submittal as certification that the submittal has been reviewed by the Contractor. Submittals not stamped and signed by the Contractor will be returned by the Architect without review for resubmittal. D. Notify the Architect in writing, at time of submission, of all deviations in the submittals from requirements of the Contract Documents. E. Make additional copies of approved submittals as necessary to implement the Work. F. Review and approval of a submittal by the Architect shall not relieve the Contractor from responsibility for the proper fitting, finishing, quantities, and erection of the work in strict accordance with the Contract requirements. G. Review and approval of a submittal by the Architect shall rot relieve the Contractor from the responsibility for providing work not indicated on the submittal, but otherwise required for the completion of the work. H. Do not fabricate or erect work prior to approval of the submittals. I. Should discrepancies become evident, immediately notify Architect for resolution before proceeding with shop work. J. Incorporation of substitutions into submittals will be considered cause for rejection of the submittal. K. Submittals will be reviewed by the Architect for conformance to the design concept, only. Architect's review of vendor designed items shall not relieve the Contractor of responsibility for compliance with specified performance requirements. L. If the Contractor fails to review Shop Drawings, Product Data, or Samples to determine their responsiveness to the Contract Documents, or fails to substantially respond to Architect's review comments prior to resubmittal, or if he makes submittals which substantially alter the Contract Documents, the Contractor shall reimburse the Owner for the charges of the Architect for extra services required to review such submittals. 1.5 CONSTRUCTION SCHEDULE A. Prepare schedule in the form of a network planning system (CPM)for scheduling and controlling the work. Note the critical path. B. Show commencement and completion dates proposed for each subdivision of work. C. Update and submit monthly. Indicate actual start and completion of all completed activities. Graphically indicate changes from previously issued schedule. D. Incorporate remedial construction into schedule when remedial work is required. E. Show submittal dates required for shop drawings, product data, and samples, and product delivery dates, including those furnished by Owner. F. Coordinate with the Owner's schedule, showing all Contract activities to be performed by the Owner including their start, duration, completion, float and critical path. 1.6 SUBMITTAL LOG A. List each type of submittal, and the date that the submittal will be made. Indicate Architect review time proposed. 1.7 PRODUCTS LIST A. Complete list of major products proposed for use, with name of manufacturer, trade name, and model number of each product. BID DOCUMENTS 013300-2 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 013300 KENT, WASHINGTON SUBMITTAL PROCEDURES 1.8 SCHEDULE OF VALUES A. Submit Schedule of Values prior to first Application for payment. B. Submit schedule on AIA Form G703. Contractor's standard form or media-driven printout will be considered on request. C. Format: Table of Contents of this Project Manual. Identify each line item with number and title of the major Specification Sections. D. Include in each line item amount of Allowances. For unit cost Allowances, give quantities measured from Contract Documents multiplied by the unit cost equal to the total for the item. E. Include in each line item a directly proportional amount of Contractor's overhead and profit. F. Revise schedule to list change orders, for each application for payment. G. Provide a sub-schedule for each separate stage of Work specified in Section 011000. 1.9 SHOP DRAWINGS A. Submit Shop Drawings required by individual Sections of the Specifications, and as otherwise required for proper performance of the work. B. Illustrate fully the requirements of the Specifications and the Contract Drawings, and accurately show quantities, kinds of materials, methods of assembly, and all data required for fabrication, erection, and installation. C. Show the relationship of adjoining work, relevant field conditions and dimensions; coordinate with affected subcontractors and suppliers if in conflict. D. Number of Copies: Unless otherwise specified, submit 2 legible copies to the Architect for review. E. The Architect will return one copy to Contractor with corrections, notations and Architect's stamp indicating action to be taken. 1.10 PRODUCT DATA A. Mark each copy to identify applicable products, models, options, and other data. Include manufacturer's printed installation instructions. B. Submit the number of copies which Contractor requires, plus 1 copy which will be retained by Architect. C. Modify product data and installation instructions to delete information which is not applicable to the work. D. Supplement standard information to provide information specifically applicable to the work. 1.11 SAMPLES A. Submit samples as specified in the technical Sections. B. Include identification on each sample, giving full information. C. Submit the number of samples specified in the technical Sections. Where quantity is not specified, submit 3 samples. One will be retained by the Architect. D. Unless specified otherwise, submit full range of manufacturers' standard colors, textures, and patterns for Architect's selection. Submit samples for selection of finishes within 21 days after date of Contract. a E. Submit samples to illustrate functional characteristics of the product, with integral parts and attachment devices. Coordinate submittal of different categories for interfacing work. END OF SECTION BID DOCUMENTS 013300-3 12111118 LAKE MERIDIAN BATHHOUSE SECTION 014500 KENT, WASHINGTON QUALITY CONTROL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements. 2. Workmanship. 3. Special installation procedures 4. Manufacturer's instructions. 5. Manufacturer's certificates. 6. Mock-ups. 7. Manufacturers' field services. 8. Testing laboratory services. 9. Contractor tests and inspections. B. Related Sections: 1. 003152 - Testing and Inspecting Services: List of Owner paid tests and inspections. 2. 011000 - Summary: Applicability of specified reference standards. 3. 013300 - Submittal Procedures: Submittal of manufacturer's instructions. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplemental Conditions. 1.2 GENERAL QUALITY CONTROL A. Maintain quality control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce work of specified quality. 1.3 WORKMANSHIP A. Comply with industry standards, except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship. B. Perform work with persons qualified to produce workmanship of specified quality. C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking. 1.4 SPECIAL INSTALLATION PROCEDURES A. Make no attachment to structural concrete or steel members in the building in such a way as to overload or impair the structural integrity of the member. B. Steel Decking: 1. Where fastening Into bottom of steel decking is required, fasten only into lower flutes. 2. Do not use fasteners in steel deck which penetrate more than 1 inch. 3. Do not use powder driven fasteners into steel roof deck. Where anchorage to structural framing members is impractical, supports for items such as suspended ceiling systems, ductwork, and aluminum conduit 1-1/2 inches or less may be supported from steel roof decking by sheet metal screws, screwed into the bottom flute of the roof deck, and in sufficient quantity to adequately support the load. Equipment supports, hangers for mechanical piping and other items requiring more than incidental support, shall not be secured to the roof decking. C. Post Tensioned Slabs: 1. Do not fasten into areas where tendons are located in post tensioned slabs. 2. Provide permanent demarcation system to clearly indicate location of tendons to prevent damage to tendons during subsequent construction operations. 1.5 MANUFACTURERS' INSTRUCTIONS A. Unless specified otherwise, comply with instructions in full detail, including each step in sequence. Should instructions conflict with Contract Documents, request clarification from Architect before proceeding. BID DOCUMENTS 014500-1 12111118 1 LAKE MERIDIAN BATHHOUSE SECTION 014500 KENT, WASHINGTON QUALITY CONTROL 1.6 MANUFACTURERS' CERTIFICATES A. When required by individual Specifications Section, submit, in duplicate, manufacturer's certification that products meet or exceed specified requirements. 1.7 MOCK-UPS A. Provide mock-ups as specified in the individual specification sections. When the initial mock-up is unacceptable to the Architect, provide additional mock-ups until approval is obtained. B. Unless specified or approved otherwise, schedule mock-ups for completion a minimum of 10 working days prior to actual commencement of the work represented by the mock-up. C. Notify the Architect and Owner a minimum of 5 working days prior to mock-up. D. For each mock-up, provide conditions which will replicate the conditions of the actual installation, ncluding lighting, to the greatest reasonable extent. F. Approved mock-up shall be the standard of workmanship and materials for the remainder of the related work. F. Contractor may proceed with the work upon Architect's approval of the mock-up G. Maintain mock-up in approved condition, until directed otherwise. H. Disposition of Mock-Ups: 1. Rejected mock-ups shall be selectively demolished to accommodate new mock-ups, or completely removed as appropriate. 2. Mock-ups constructed as part of the proposed work, and which have been approved by the Architect, may be incorporated into the work. 3. Unless specified or directed otherwise, approved mock-ups which are not incorporated into the work shall be removed upon project completion. 1.8 MANUFACTURERS' FIELD SERVICES A. When specified, require product manufacturer to furnish qualified personnel to observe field conditions and quality of workmanship, and to provide recommendations, certifications, and other specified services. B. Representative shall submit written report to Architect listing observations and recommendations. 1.9 TESTING LABORATORY SERVICES A. The Owner will arrange for the services of an Independent Testing Laboratory to inspect and test the Work in accordance with regulatory requirements and to verify compliance with the contract documents. B. Contractor's Responsibilities: 1. Cooperate with Testing Laboratory personnel, and furnish access, tools, samples, certifications, test reports, design mixes, equipment, storage, and assistance as requested by the Testing Laboratory. 2. Notify Architect and Testing Laboratory 48 hours prior to expected time for operations requiring inspection and testing. When tests or inspections cannot be performed,through the fault of the Contractor, reimburse the Owner for the additional costs incurred. e 3. Remove and replace all work found not complying with the Contract Documents. Remedies shall be in accordance with the Contract Documents and code requirements. 4. If initial tests and inspections indicate deficient work, the Contractor shall reimburse the Owner for the costs of all subsequent tests and inspections related to the deficiency. " 5. All damage which may occur to the work as a result of normal testing operations shall be repaired to match surrounding surfaces. 6. Schedule testing and inspection so that the work of testing and inspection personnel will be as continuous and brief as possible. 7. Reimburse the Owner for travel and lodging expenses incurred for testing and inspection services performed outside a radius of 100 miles of the site. C. The Owner may have the tests and inspections performed as listed in Section 003152, I BID DOCUMENTS 014500-2 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 014500 KENT, WASHINGTON QUALITY CONTROL D. Tests and inspections shall be in accordance with code requirements and as otherwise required to verify conformance to Contract requirements. 1.10 CONTRACTOR TESTS AND INSPECTIONS A. Tests and Inspections are specified in the individual specification Sections. B. Contractor's Convenience Testing: Inspection and testing performed exclusively for the Contractor's convenience shall be the sole responsibility of the Contractor. END OF SECTION BID DOCUMENTS 014500-3 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 015000 KENT, WASHINGTON TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. General requirements. 2. Electricity, lighting. 3. Heat, ventilation,cooling. 4. Telephone service. 5. Water, 6. Sanitary facilities. 7. Barriers. 8, Closures. 9. Protection of installed work. 10. Security. 11. Safety. 12. Site water control. 13. Cleaning during construction. 14. Project identification. 15. Field offices and sheds. 16. Contractor designated areas. 17. Removal. B. Related Sections: 1. 011000 - Summary: Contractor use of premises. 2. 017421 — Construction Waste Management and Disposal: Construction waste management plan. 3. 017700 - Closeout Procedures: Final cleaning. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplemental Conditions. 1.2 GENERAL REQUIREMENTS A. Temporary facilities and controls shall conform to the requirements of the jurisdictional code authorities. 1.3 ELECTRICITY, LIGHTING A. Use existing power and lighting to the greatest practical extent. When approved by the Owner, provide service required for construction operations, with branch wiring and distribution boxes located as necessary for additional service and lighting B. Provide additional temporary lighting for construction operations. C. Repair all existing lighting and power equipment, when damaged due to construction operations. i D. The Owner will payfor power used. Take measures to conserve energy. 1.4 HEAT, VENTILATION A. Provide temporary heating and cooling as necessary to maintain specified conditions for Construction operations, to protect materials and finishes from damage due to temperature or humidity. B. Provide temporary ventilation of enclosed areas to cure materials, disperse humidity, and prevent accumulations of dust, fumes, vapors, or gases. C. Prior to operation of permanent facilities for temporary purposes, verify that installation is approved for operation, and that filters are in place. D. Provide and pay for operation, maintenance, and repair. E. Take measures to conserve energy. BID DOCUMENTS 015000-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 015000 KENT, WASHINGTON TEMPORARY FACILITIES AND CONTROLS 1.5 WATER A. Use existing water outlets to the greatest extent possible. Extend branch piping with outlets only as approved by the Owner. B. The Owner will pay the costs for all water used. Conserve water use whenever possible. 1.6 SANITARY FACILITIES A. Provide and maintain required portable facilities and enclosures. B. Designated existing facilities may be used during construction operations only as approved by the Owner. Maintain in sanitary condition. Provide daily cleaning as necessary to accommodate public use. Coordinate with Owner cleaning operations. 1.7 BARRIERS A. Provide as required to prevent public entry to construction areas to provide for Owner's use of site, and to protect existing facilities and adjacent properties from damage from construction operations. B. Provide 6 foot high fence around construction site; equip with vehicular and pedestrian gates with locks. Construction: Contractor's option. C. Provide barricades and covered walkways as required by governing authorities for public rights-of-way and for public access to existing building. D. Provide barriers around trees and plants designated to remain. Protect against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water. E. Provide barricades around openings in floors and roof decks. 1.8 CLOSURES A. Exterior Closures: 1. Provide temporary weather-tight closures as necessary to create proper interior environmental conditions, protection of materials, and to prevent entry of unauthorized persons. 2. Where doors are necessary for access by construction personnel, provide self-closing hardware and locks. 3. Except as necessary for construction access, do not remove exterior closures until permanent construction is ready to be installed and made weathertight. 4. Enclosures shall be constructed to prevent blow off during inclement weather, and shall be sealed to prevent water penetration and excessive air infiltration. B. Interior Closures: 1. Provide temporary closures to prevent penetration of dust and moisture into occupied areas separate from work areas, damage to operating systems and components, and to create environmental conditions necessary for the proper installation of materials and systems. 2. Construction: Framing and sheet materials with closed joints and sealed edges at intersections with existing surfaces; Flame Spread Rating of 25 in accordance with ASTM E84. C. Installed construction which has been damaged due to lack of protection shall be replaced or restored to original or new condition. D. Provide temporary roofing as specified in Section 075200. 1.9 PROTECTION OF INSTALLED WORK A. Provide temporary protection for installed work, including protection from impact, water, dust contamination, overspray, and similar damage. B. Secure temporary protections as necessary to prevent blow off during inclement weather. C. Provide protective coverings at exposed exterior walls and horizontal surfaces, projections, and window and door openings. D. Protect finished surfaces from damage caused by traffic, movement of heavy objects, and storage of materials. Where necessary, control traffic in immediate area as necessary to minimize the risk of impact damage. BID DOCUMENTS 015000.2 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 015000 KENT, WASHINGTON TEMPORARY FACILITIES AND CONTROLS E. Prohibit traffic and storage on waterproofed and roofed surfaces, on lawn and landscaped areas. F. Installed construction which has been damaged due to lack of protection shall be replaced or restored to original or new condition. 1.10 SECURITY A. Provide security program and facilities to protect Work, materials stored off-site, existing facilities, and Owner's operations from unauthorized entry, vandalism, and theft. Coordinate with Owner's security program. 1.11 SAFETY A. Furnish safety program and facilities to protect the safety of workers and other persons affected by the Work. 1.12 SITE WATER CONTROL A. Grade site to drain. Maintain excavations free of water. Provide and operate pumping equipment. 1.13 TEMPORARY CONTROLS A. Dust Control: 1. Provide positive methods and apply dust control materials to minimize raising dust from construction operations, and provide positive means to prevent airborne dust from dispersing into the atmosphere. 2. Provide temporary dust-proof partitions to protect public areas, occupied spaces, and adjacent mall areas. B. Water Control: 1. Comply with applicable jurisdictional requirements regarding water usage, conservation, detention, pollution, and permits. 2. Provide methods to control surface water to prevent damage to the Project, the site, or adjoining properties. 3. Control fill, grading and ditching to direct surface drainage away from excavations, pits, tunnels and other construction areas;and to direct drainage to proper runoff. 4. Provide, operate and maintain pumping equipment of adequate capacity to control surface water, including water accumulated during excavation operations, below grade. 5. Dispose of drainage water in a manner to prevent flooding, erosion, or other damage to any portion of the site or to adjoining areas. C. Construction Waste Control: 1. Maintain all areas under Contractor's control free of debris. 2. Initiate and maintain a specific program to prevent accumulation of debris at construction site, storage and parking areas, or along access roads and haul routes. 3. Schedule periodic collection and disposal of debris to a legal off-site location. 4. Provide additional collections and disposals of debris whenever the periodic schedule is inadequate to prevent excessive accumulation. 5. Clean interior areas prior to start of the finish work. Maintain the areas free of dust and other contaminants during finishing operations. 6. Construction Waste Management: a. Coordinate with the Owner's construction waste management service to select a local waste handler who will maximize recycling, salvaging, and reuse of construction waste. b. Comply with the requirements of the local recycling service and provide space, access, and services necessary to support recycling operations. C. Instruct jobsite personnel in the appropriate separation and handling methods as set forth by the local recycling service. d. Keep materials to be recycled sufficiently clean and protect from damage which would render them unrecyclable. D. Pollution Control: Provide methods, means and facilities required by law to prevent contamination of soil, water or atmosphere by the discharge of noxious substances from construction operations. .I BID DOCUMENTS 015000-3 12111118 LAKE MERIDIAN BATHHOUSE SECTION 015000 KENT, WASHINGTON TEMPORARY FACILITIES AND CONTROLS E. Noise Control: 1. Construction operations must be performed in accordance with local regulations, ordinances, and jurisdictional Code authorities. 2. Use of private radios and other similar portable sound equipment is prohibited. F. Smoking, Eating, and Drinking: These activities shall be permitted only in designated locations selected by the Contractor; these activities are not permitted in interior spaces after carpeting and fixtures arrive on site. 1.14 CLEANING DURING CONSTRUCTION A. Control accumulation of waste materials and rubbish on a daily basis, and dispose of off-site or in a designated container on site. Conform to Construction Waste Management and Disposal requirements specified in Section 017421. B. Clean interior areas prior to start of finish work, maintain areas free of dust and other contaminants during finishing operations. C. Remove excess debris from cavities which are to be concealed in the finished Work. 1.15 FIELD OFFICES AND SHEDS A. Field Office: 1. Office: Weather-tight, with lighting, electrical outlets, heating, cooling, and ventilating equipment, and equipped with furniture. Provide,in addition, space for Project meetings, with table and chairs to accommodate 6 persons. 2. Equipment: a. Copier: Contractor's option; 11 x 17 inch size capability. b. Facsimile Machine: Contractor's option. Connect to public phone lines as required for communication with Architect's office and Contractor's home office. c. Communication Service 1) Minimum one dedicated telephone line with instrument. 2) Minimum one dedicated telephone line for facsimile machine. 3) An Internet Service Provider(ISP) account. 4) Com ISDN LAN modem or Office Connect 5) Remote Dual Analog Router(analog or ISDN depending on telephone company service), or approved, for use and communication with Internet Service Provider (ISP). d. Computer: Minimum one Pentium PC with minimum 128 MB of RAM, including the following. 1) Windows XP and Microsoft Office 2003, or later; Internet Explorer V6.0 or later. 2) Adobe Acrobat Exchange 6.0, or later, at least one station for initiating documents. 3) Adobe Acrobat Reader. e. Printer: Minimum 11x17 inch graphics capability. f. Sheet-feed or flatbed scanner and related software. B. Storage Sheds for Tools, Materials, and Equipment: Weather-tight, with heat and ventilation for Products requiring controlled conditions, with adequate space for organized storage and access, and lighting for inspection of stored materials. 1.16 CONTRACTOR DESIGNATED AREAS A. The Owner may designate interior space on site which may be used by the Contractor as a field office. Otherwise, provide a portable weather tight enclosure for use as a field office. B. The Owner will designate interior and exterior areas of the site which will be available to the Contractor for staging and storage of materials. Exterior storage areas shall be enclosed by a construction chain link fence with a vision barrier. C. The Owner will designate areas of the Site for Contractor and employee parking. D. Exterior Storage Sheds for Tools, Materials, and Equipment: Weather-tight, with adequate space for organized storage and access, and lighting for inspection of stored materials. BID DOCUMENTS 015000-4 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 015000 KENT, WASHINGTON TEMPORARY FACILITIES AND CONTROLS 1.17 REMOVAL A. Completely remove temporary materials and equipment when their use is no longer required. Conform to Construction Waste Management and Disposal requirements specified in Section 017421. B. Clean and repair damage caused by installation or use of temporary facilities. Remove underground installations to a depth of 2 feet; grade site as indicated. Restore existing facilities used during construction to specified, or to original, condition. END OF SECTION i i i " BID DOCUMENTS 015000-5 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 016000 KENT, WASHINGTON PRODUCT REQUIREMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Products. 2. Transportation and handling. 3. Storage and protection. 4. General installation requirements. 5. Product options. 6. Substitutions. B. Related Sections: 1. 011000- Summary: Owner-furnished products. 2. 014500 - Quality Control: Submittal of manufacturers' certificates. 3. 006325 - Substitution Request Form. 4. 017700 - Closeout Procedures: Systems demonstration, operation and maintenance data, warranties and guarantees, spare parts and maintenance materials. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplementary Conditions. 1.2 PRODUCTS A, Products include material, equipment, and systems. B. Comply with size, make, type, and quality specified, unless otherwise approved in writing by the Architect. Specifications and referenced standards are minimum requirements. C. All components required to be supplied in quantity shall be identical, whether furnished under one or several Sections of the specifications. D. Unless specified or indicated otherwise, materials employed for construction purposes, such as formwork, scaffolding, and temporary lighting,shall not be incorporated into the work. E. Unless indicated or specified otherwise, all products incorporated into the Work shall be of the most suitable grade of their respective kinds for the intended use. F. Do not use materials and equipment removed from existing structure, except as specifically required, or allowed, by Contract Documents. 1.3 TRANSPORTATION AND HANDLING A. Transport by methods to avoid product damage. B. Deliver products in manufacturer's original containers or packaging, with identifying labels intact and legible. Where options exist, select container or packaging systems that can be recycled or reused. C. Furnish equipment and personnel to handle products by methods to prevent soiling or damage. D. Promptly inspect shipments to assure that products comply with requirements, quantities are correct, and products are undamaged. E. Immediately replace non-conforming products with new conforming products, at no additional cost to the Owner. 1.4 STORAGE AND PROTECTION A. Store products in accordance with manufacturer's instructions, with seals and labels intact and legible. B. Store sensitive products in weather-tight enclosures. Maintain within temperature and humidity ranges required by manufacturer's instructions, and as otherwise required to prevent damage. C. For exterior storage of fabricated products, place on sloped supports above ground. Protect from soiling or staining through ground contact. Cover products subject to deterioration with impervious sheet covering, provide ventilation to avoid condensation. BID DOCUMENTS 016000-1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 016000 KENT, WASHINGTON PRODUCT REQUIREMENTS D. Store loose granular materials on solid surfaces in a well-drained area; prevent mixing with foreign matter. E. Arrange storage of products to furnish convenient access for inspection and inventory. 1.5 GENERAL INSTALLATION REQUIREMENTS A. Unless indicated or specified otherwise, install each product in accordance with the product manufacturer's instructions. B. Distribute copies of manufacturer's instructions to parties involved in the installation. i C. Maintain one set of complete instructions at the job site during installation and until completion. 1.6 PRODUCT OPTIONS A. Product Specified by Reference Standards or by Description Only: Provide product meeting those standards. B. Product Specified by Naming One or More Manufacturers with an "or approved" provision: Use specified product or submit a request for substitution in accordance with the specified substitution requirements. When approved a substitute product may be used. C. Product Specified by Naming One or More Manufacturers, without a provisions for Substitution: No substitution will be allowed,except as specified under the Article on Substitutions. 1.7 SUBSTITUTIONS A. Timing: Substitution requests will be considered by the Architect until 10 working days prior to bid opening. Substitution requests received less than 10 days prior to bid opening will be considered at the Architect's option. Subsequent substitutions will be considered onlyfor the following reasons: 1. A product becomes unavailable due to no fault of the Contractor. 2. Subsequent information or changes indicate that the specified product will not perform as intended. 3. A substitute product will be in the Owner's best interest. B. Substitution requests prior to bid date may originate directly from the General Contractor, or from a prospective supplier or subcontractor. Subsequent substitution requests shall be submitted through the General Contractor. C. Substitution requests will be considered only for the following reasons: 1. A product becomes unavailable due to no fault of the Contractor. 2. Subsequent information or changes indicate that the specified product will not perform as intended. 3. A substitute product will be in the Owner's best interest. D. Substitution requests shall be submitted only through the General Contractor.] E. Documentation: 1. Document each request with complete data substantiating compliance of proposed substitution with Contract Documents. 2. Requests for substitution shall be made on Document 006325 - Substitution Request Form. 3. Limit each request to one proposed product or system. 4. For substitutions prior to Agreement, signature and projected cost data are not required. F. Request for substitution constitutes a representation thatthe proposer: 1. Certifies that the proposed substitute item has been fully investigated and has been determined to be equal or superior to that specified in all respects. 2. Certifies that the same or greater warranty will be furnished 3. Certifies that required maintenance service and source for replacement parts are available 4. Certifies that incorporation of the proposed substitute item will not affect functional clearances. 5. Warrants that coordination, installation, and changes to the project as necessary to accommodate the proposed substitution shall be the Contractor's responsibility,that use of the substitute item(s) will not delay project completion 6. Warrants that claims for additional costs related to its incorporation which may become I subsequently apparent will be borne by the Contractor. °' BID DOCUMENTS 016000-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 016000 KENT, WASHINGTON PRODUCT REQUIREMENTS G. Substitutions will not be considered when they are indicated or implied on shop drawing or product data submittals. H. Review: The Architect will be the judge of the acceptability of the proposed substitution;in the judgment of Architect the product shall meet the following criteria: 1. It is equal or superior in quality and serviceability to the specified product. 2. Its use will not entail unacceptable changes in details and construction of related work. 3. Its design and artistic effect complies with design concept. I. The Architect will review requests for substitutions with reasonable promptness, and request additional information, documentation, or samples, as necessary for evaluation of the request. Within two weeks of receipt of the completed request, the Architect will take one of the following actions. 1. If the substitution is allowed by the Architect prior to the cutoff date, an Addendum to the Bid Documents will be issued by the Architect. 2. If the substitution is allowed by the Architect after the cutoff date, the Architect will notify the General Contractor and issue the appropriate Construction Change Authorization, Supplemental Instruction, or Proposal Request. 3. If the request for substitution is denied, the proposer will be notified of the rejection. If a decision on the substitution request cannot be made or obtained within the time allocated, use the specified product. END OF SECTION BID DOCUMENTS 016000-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 017329 KENT, WASHINGTON CUTTING AND PATCHING PART1 -GENERAL 1.1 SUMMARY A. Section Includes: Patching of existing construction. B. Related Sections: 1. 011000 - Summary: Cutting and patching to remove ill-timed, defective, or non-conforming work. 2. 015000 - Temporary Facilities and Controls: Temporary enclosures, protection of installed work; cleaning during construction. 3. 024119 - Selective Demolition: Removal and storage of products to be reinstalled. C. Drawings, the provisions of the Agreement, including bonds and certificates, the General Conditions, and Division 1 specification sections apply to all work of this Section. 1.2 QUALITY ASSURANCE A. Unless indicated otherwise, patching, extending, or matching shall be performed as necessary to make the Work complete, with all components matching and consistent. B. Patching materials shall meet the requirements of the jurisdictional code authorities. C. Major patching procedures shall be reviewed with the Architect, prior to proceeding. PART2 - PRODUCTS f 2.1 MATERIALS A. Patching Materials: Match the existing construction, unless approved otherwise. PART 3 - EXECUTION 3.1 EXAMINATION A. Verify that demolition is complete and that existing surfaces are ready for patching. B. Coordinate installation of new materials with the patching and repair of existing construction. C. Beginning of restoration work constitutes acceptance of existing conditions. D. Determine type and quality of existing products by inspection or non-destructive testing. Destructive testing may be performed when approved by the Architect. Patch all test locations. 3.2 PREPARATION r A. Cut, move,or remove items as necessary for access to alterations and renovations work; replace and restore at completion. B. Contact the architect when unsuitable materials not marked for removal - such as rotted wood, rusted metals, and deteriorated concrete and masonry are discovered. C. Provide additional construction and materials as required to support patching. D. Remove debris and abandoned items from area and from concealed spaces. E. Prepare surfaces and remove surface finishes to provide for proper installation of new work and new I finishes. I 3.3 PATCHING A. Patch and refinish existing surfaces which are damaged, lifted, discolored, missing, or showing other localized imperfections directly or indirectly caused by work under this contract. Patched work shall match existing adjacent work in texture and appearance. B. When existing finish cannot be matched, refinish entire surface to nearest intersections. Finish patches to produce uniform finish and texture over entire area. BID DOCUMENTS 017329-1 12111t18 LAKE MERIDIAN BATHHOUSE SECTION 017329 KENT, WASHINGTON CUTTING AND PATCHING C. Provide a neat and smooth transition to new construction. Where finished surfaces are cut so that smooth transition to new work is not possible, terminate existing surface along a straight line at a natural line of division. Review condition with the Architect. D. Trim existing doors as necessary to clear new floor finishes; refinish trimmed areas. E. Where existing items are indicated as cut or reconfigured, cap and finish all exposed edges to match the existing construction to remain. Provide new or relocated supports spaced to be consistent with the installation. F. Patching of Concrete Slabs on Grade: 1. Ensure that below grade construction is complete in the slab area to be patched. 2. Replace existing subgrade materials to match existing. Replace and make continuous vapor barriers and other similar construction disturbed or damaged during demolition or construction operations. 3. Recompact existing subgrade to 95 percent of maximum dry density as determined by ASTM D1557. 4. Patch slab with concrete having a minimum 28-day strength of 3000 psi.; maximum water/cement ratio of 0.40. Use superplasticizer admixture as necessary for workability. 5. Finish concrete to match adjacent surfaces. G. Patching of Abandoned Core Drills: 1. Patch with non-shrink grout. 2. Trowel flush with adjacent concrete surfaces. Match adjacent finish. END OF SECTION BID DOCUMENTS 017329-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 017421 KENT, WASHINGTON CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Construction waste management requirements. B. Related Sections: 1. 015000 —Construction Facilities and Controls. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplementary Conditions. 1.2 DEFINITIONS A. Commingled or Off-site Separation: Collecting all material types into a single bin or mixed collection system and separating the waste materials into recyclable material types in an off-site facility. B. Construction, Demolition and Land Clearing Waste (CDL): For purpose of this section, includes all non-hazardous solid wastes such as building materials, packaging, rubbish, debris and rubble resulting from construction, remodeling, alterations, repair, deconstruction, demolition and land clearing. C. Deconstruction; The process of removing existing building materials from renovation and demolition projects for the purposes of reuse, and recycling, in as efficient and safe manner as possible. D. Hazardous Waste: As defined by the state where the Project is located. E. Proper Disposal: As defined by the jurisdiction receiving the waste. F. Recyclable Materials: Products and materials that can be recovered and remanufactured into new products. G. Recycling: The process of sorting, cleaning, treating and reconstituting materials for the purpose of using the material in the manufacture of a new product. Can be conducted on site (as in the grinding of concrete for reuse on site). H. Recycling Facility: An operation that can legallyaccept materials for the purpose of processing the materials into an altered form for the manufacture of a new product. Recycling facilities have their own specifications for accepting materials. I. Salvage and Reuse: Existing usable product or material that can be saved and reused in some manner on the project site. Materials that can be salvaged and reused on site must comply with the applicable technical specifications. J. Salvage for Resale: Existing usable product or material that can be saved and removed intact(as is) from the project site to another site for resale to others without remanufacturing. K. Source-Separated Materials: Materials that are sorted at the site for the purpose of reuse or recycling. L. Sources Separation: Sorting the recovered materials into specific material types with no or a minimum amount of contamination on site. M. Time-Based Separation: Collecting waste during each phase of construction or deconstruction that results in primarily one major type of recovered material. The material is removed before it becomes mixed with the material from the next phase of construction. N. Trash: Product or material unable to be salvaged for resale, salvaged and reused, returned,or recycled. O. Waste: Excess materials generated by the construction and demolition operations of the Project that are produced on site or brought to the site. Waste includes, without limitation, packaging materials such as banding, crates, pallets, plastic film, polystyrene, and cardboard. Waste does not include excavated soils, rocks, vegetation, and hazardous waste removed from the site 1.3 WASTE MANAGEMENT REQUIREMENTS V A. Salvage, recycle, and reuse a minimum of 50% of construction and demolition waste material t BID DOCUMENTS 017421-1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 017421 KENT, WASHINGTON CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL generated by the Project. B. Minimize the creation of construction and demolition waste on the job site. Minimize factors that contribute to waste, such as excess packaging, improper storage, ordering errors, poor planning, breakage, mishandling, and unnecessary contamination. C. Targeted Salvage Materials: The following existing materials shall be reused in the Project: 1. Existing concrete foundations and masonry shall be broken up and reused as compactible fill material. D. The following waste materials may be diverted from landfill to the greatest extent possible to meet the specified requirements: 1. Clean dimensional wood, pallet wood, plywood,OSB, and particleboard 2. Asphalt. 3. Concrete 4. Concrete masonry units 5. Brick 6. Ferrous and non-ferrous metals 7. Gypsum products. 8. Acoustical ceiling tile. 9. Glass, both window and bottle. 10. Plastics, including plastic film. 11. Carpet and pad. 12. Cardboard, paper, paper-based packaging 13. Insulation E. Hazardous materials such as paints, solvents, adhesives, batteries, and fluorescent light bulbs and ballasts which cannot be reused shall be disposed of at authorized hazardous waste outlets. 1.4 CONSTRUCTION WASTE MANAGEMENT PLAN A. Develop and submit to the Architect a Construction Waste Management Plan narrative. Revise and resubmit the Plan until approval is obtained. B. Unless approved otherwise, no waste generating construction work may proceed until the Construction Waste Management Plan is approved. Approval of the Contractor's Construction Waste Management Plan will not relieve the Contractor of responsibility for meeting the waste management goals specified. C. The Construction Waste Management Plan shall include the following: 1. A list of waste materials that will be salvaged for resale, salvaged for reuse, recycled, and disposed. 2. Estimated quantities of each waste material. 3. Description of waste handling methods to be used, including one or more of the following: a. Requiring subcontractors to take their waste to a recycling facility. b. Contracting with diversion/recycling hauler to haul recyclable waste to an approved recycling or material recovery facility. c. Processing and reusing materials on-site. d. Self hauling to a recycling or material recovery facility. 4. Name, address and phone number and qualifications of each proposed diversion/recycling hauler that will be used in the Project. 5. Identification of each recycling or material recovery facility to be utilized. 6. Description of the method to be employed in collecting, and handling, waste materials, including a description of the methods that will be used to protect recycled materials from contamination. 7. Description of the means of transportation of waste materials. 8. Description of methods to communicate waste management plan to personnel and subcontractors. D. Calculation shall be done by weight (tons) or by volume (cubic yards) but shall be consistent throughout. E. Implement procedures to communicate the construction waste management plan to personnel and subcontractors. BID DOCUMENTS 017421-2 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 017421 KENT, WASHINGTON CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Comply with applicable requirements of the jurisdictional authorities, local ordinances and regulations concerning management of construction waste, clearing, and inert materials. B. Preconstruction Meeting: 1. Prior to beginning work at the site, schedule and conduct a meeting to review the Waste Management Plan and discuss procedures, schedules, coordination and specific requirements for waste materials recycling and disposal. 2. Discuss coordination and interface between Contractor, sub-contractors, architect,engineers, project manager, Owner, and other C&D activities. Identify and resolve problems of compliance with requirements. 3. Record minutes of the meeting, identifying conclusions reached and matters requiring further resolution. Maintain waste management as an agenda item at future construction meetings. 4. Attendees: Contractor and related contractor personnel associated with work of this section, including personnel in charge of the waste management program; C&D Quality Manager; architect; engineers; material and equipment suppliers where appropriate; and such additional Owner personnel as Owner deems appropriate. 5. Plan Revision: Make revisions to C&D Waste Management Plan agreed upon during the meeting and incorporate resolutions agreed to be made subsequent to the meeting. Submit revised plan to architect or the Owner personnel, as Owner deems appropriate for approval. C. Progress Meetings: Waste management goals and issues shall be discussed at regularly scheduled progress meetings as specified in Section 013119 Project Meetings. D. Disposal Site, Recyclers and Waste Materials Processors: Use only facilities properly permitted in the State where the Project is located, and/or by local authorities where applicable. PART 2 - PRODUCTS 2.1 WASTE CONTAINERS A. Durable, covered, secured, reusable containerfor each category or waste. B. All recycling containers shall be clearly marked and shall list the materials which can be recycled as well as appropriate materials which cannot. PART 3 - EXECUTION 3.1 PROJECT/SITE CONDITIONS A. Use construction methods that reduce construction waste. When possible: 1. Order materials precut to required size. 2. Order exact quantity required. 3. Use temporary materials and facilities that will be reused at other projects. B. Field Measurements: Contractor is to verify that field measurements are as indicated on construction and/or shop drawings before confirming product orders or proceeding with work, in order to minimize waste due to excessive materials. C. Protect products from damage during storage, installation and in-place. Materials that become wet, damp or unusable for any reason due to improper storage shall be replaced at the Contractor's expense. D. Request or require products delivered to the Site with packing materials that can be returned to sender, reused by others, or easily recycled. E. Use detailed take-offs to identify location and uses in structure to reduce risk of unplanned and potentially wasteful cuts. 3.2 PACKING AND SHIPPING ,i A. Shipping: Coordinate the schedule of product delivery to designated prepared areas in order to BID DOCUMENTS 017421-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 017421 KENT, WASHINGTON CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL minimize site storage time and potential damage to stored materials. B. Packing: Arrange for the return of packing materials, such as wood pallets,where economically feasible. 3.3 CUTTING AND PATCHING A. Use on-site waste as primers, sealers, underlayments,supports, backing, blocking, furring, suspension systems, and accessories as required for any purpose in patching existing work. B. Provide environmentally benign non-hazardous or recycled content materials for cutting and patching. END OF SECTION BID DOCUMENTS 017421-4 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 017700 KENT, WASHINGTON CLOSEOUT PROCEDURES PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Closeout procedures. 2. Final cleaning. 3. Project record documents. 4. Operation and maintenance data. 5. Operation instruction. 6. Manufacturer's warranties. 7. Guaranties. 8. Spare parts and maintenance materials. B. Related Sections: 1. 011000- Summary: Partial Owner occupancy, 2. 015000 -Temporary Facilities and Controls: Cleaning during construction. 3. 017421 - Construction Waste Management and Disposal: Construction waste management plan. 4. Division 23 and 26 for special closeout requirements for mechanical and electrical systems. C. This Section applies to all Technical Specification Sections, and supplements the General and Supplemental Conditions. 1.2 CLOSEOUT PROCEDURES A. Comply with procedures stated in General Conditions of the Contract for Substantial and Final Completion. B. Certain areas will be subject to partial occupancy or use as specified in Section 011000. C. Submit all certificates of approval issued bythe governing authorities,including, without limitation, the following: 1. Certificate of occupancy. 2. Certificates of inspection for elevators. D. Prior to final payment, submit the following affidavits using the forms listed below: 1. Contractor's Affidavit of Payment of Debts and Claims AIA Document G706. 2. Consent of Surety to Final Payment AIA Document G707. 3. Contractor's lien release, and lien releases from each subcontractor; Contractor's Affidavit of Release of Liens AIA Document G706A E. Submit final Application for Payment identifying total adjusted contract sum, previous payments,and sum remaining due. F. Submit building permit documents and building inspection signoff sheets to the Owner. 1.3 FINAL CLEANING A. Execute prior to final inspection. B. Clean interior and exterior surfaces exposed to view; remove temporary labels, stains and foreign substances, polish transparent and glossy surfaces, vacuum carpeted and soft surfaces. C. Clean equipment and fixtures to a sanitary condition. D. Clean or replace filters of mechanical equipment. i E. Clean roofs, gutters, downspouts, and drainage systems. F. Clean site; sweep paved areas, rake clean other surfaces. G. Remove waste and surplus materials, rubbish, and construction facilities from the Project and from the site. Conform to Construction Waste Management and Disposal requirements specified in Section 017421. I A BID DOCUMENTS 017700-1 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 017700 KENT, WASHINGTON CLOSEOUT PROCEDURES H. Maintain a complete set of record documents which clearly and neatly indicate all changes from the Contract Documents, and all uncovered existing conditions which will be subsequently concealed. I. Record documents shall include: 1. Contract drawings. 2. Specifications. 3. Reviewed shop drawings, product data,and samples J. Record documents shall be used for no other purpose and shall be stared separate from those used for construction. K. Keep documents current; do not permanently conceal any work until required information has been recorded. L. Mark specifications legibly and record at each Product section a description of actual products installed. Include the manufacturer's name and product model and number. M. Drawings shall indicate exact installed locations and dimensions of all concealed work, including, without limitation, conduit, piping, ducts, mechanical and electrical equipment, and foundations. Indicate all changes to details which involve concealed construction. N. Prior to approving each Payment Request,the Architect reserves the right to inspect the Record Documents. The Payment Request may not be approved until the record documents are current to the Datc of the Payment Rcqucst. O. At Contract Closeout, submit documents with transmittal letter containing date, Project title, Contractor's name and address, list of documents, and signature of Contractor. 1.4 OPERATION AND MAINTENANCE DATA A. Furnish published operation and maintenance information covering all equipment and finish materials installed on the project. Whether specified or not, furnish published information whenever special maintenance procedures are required to assure the proper operation and durability of project material, equipment, and finishes. B. Number of copies: Unless otherwise specified, submit four hard copies and two digital copies of each at time of project substantial completion. C. Submit operation data and maintenance data bound in a three ring binder. Include dividertabs to separate data for each component. Include name of Project, Contractor, and Architect. D. Information shall be submitted by the General Contractor through the Architect. 1.5 OPERATION INSTRUCTION A. Prior to Final Completion, instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment and systems. Provide instruction at mutually agreed upon times. B. Use experienced personnel trained and experienced in the operation and maintenance of the building equipment or system involved. C. Use operation and maintenance manuals for each piece of equipment or system as the basis of instruction. Review contents in detail to explain all aspects of operation and maintenance. D. Refer to the individual technical Sections foradditional requirements for instruction of Owner's personnel. 1.6 MANUFACTURER'S WARRANTIES A. Furnish original and duplicate copies of each manufacturer warranty executed to the Owner. B. Execute Contractor's submittals to the manufacturers, and assemble documents executed by the manufacturers. C. Provide table of contents and assemble in binder with durable plastic cover. D. Submit material prior to final application for payment in accordance with Section 013300. For equipment put into use with Owner's permission during construction, submit warranty within 10 days after first operation. For items of Work delayed materially beyond Date of Substantial Completion, BID DOCUMENTS 017700-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 017700 KENT, WASHINGTON CLOSEOUT PROCEDURES furnish warranty within ten days after acceptance, listing date of acceptance as start of warranty period. 1.7 GUARANTIES A. Furnish written guaranty, executed to the Owner,from each subcontractor performing work on work covered by the additional guaranty requirements specified in the technical sections.The guaranty shall commence on the date of Owner acceptance of that portion of the work. B. Transmit through the Architect in accordance with Section 013300. 1.8 SPARE PARTS AND MAINTENANCE MATERIALS A. Furnish products, spare parts, and maintenance materials in quantities specified in each Section, in addition to that used for construction of Work. Coordinate with Owner, deliver to Project site and obtain receipt prior to final payment. B. Unless specified otherwise, deliver materials in manufacturer's original factory cartons or containers. C. Materials shall be clearly labeled,and shall include designations used in the Contract Documents. 1.9 KEYS A. Deliver properly identified and tagged keys and hardware maintenance tools to the Owner, including those specified in Sections087100 and 102813. B. Obtain itemized receipt for all keys and tools. C. Send all master keys by registered mail directly from manufacturer to Owner's representative as later directed. END OF SECTION I j a 4 BID DOCUMENTS 017700-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 024119 KENT, WASHINGTON SELECTIVE DEMOLITION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Demolition and removal from the site of existing construction to accommodate the new construction. 2. Removal of existing components for reinstallation. 3. Salvaging of existing materials. 4. Capping and identification of utility lines. 5. Contractor design of shoring and bracing. 6. Patching of existing construction to remain. B. Related Sections: 1. 011000 - Summary: Contractor's use of the site; Owner occupancy requirements 2. 015000 -Temporary Facilities and Controls: Temporary enclosures, guardrails, barriers, barricades, lighting and dust control. 3. 017329 - Cutting and Patching. 4. 017700 - Closeout Procedures: Project record documents. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 SUBMITTALS A. Make submittals in accordance with Section 013300, unless specified otherwise. B. Submit certification that temporary shoring, support, and restraining systems have been designed by a structural engineer licensed to practice in the State of the Project. 1.3 QUALITY ASSURANCE A. Comply with the applicable health and safety regulations of the jurisdictional authorities. B. Obtain and pay for all permits required for the demolition work. C. Obtain approval of demolition procedures which affect the normal operation of Owner occupied spaces. D. The design of shorings, temporary supports, and restraining systems shall be the responsibility of the Contractor. E. Pre-bid Inspection: Visit the Site to determine existing conditions, and as much as possible to determine the extent of demolition required. PART2 - PRODUCTS 2.1 MATERIALS A. Patching Materials: Materials used to patch existing construction shall match the existing construction. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect existing conditions and verify that the work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. BID DOCUMENTS 024119 -1 12111118 LAKE MERIDIAN BATHHOUSE SECTION 024119 KENT, WASHINGTON SELECTIVE DEMOLITION --------------- B. Do not begin demolition until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective demolition caused by prior observable conditions. C. When unanticipated mechanical, electrical, structural or other elements that conflict with intended function or design are encountered, investigate and ascertain the nature and extent of conflict. Promptly submit a written report to Architect. Perform no further demolition in such areas, unless approved by the Architect. 3.2 PREPARATION A. Provide and maintain all temporary barriers and security devices necessary forthe demolition work. Conform to requirements of Section 015000. B. Provide protection to all surrounding public spaces. Perform work and provide temporary construction as approved by the local jurisdictional code authorities. C. Protect existing construction which will not be subject to demolition. 3.3 DEMOLITION A. Perform demolition as indicated and as required to accommodate the new work. Demolish in an orderly and careful manner, and in accordance with the demolition procedures and sequences approved by the Owner. Where demolition exceeds that indicated, verify such demolition with the Architect prior to proceeding. B. Protect existing structural members. Contact the Architect prior to modifying structural members beyond the extent indicated. Cease operations and notify the Architect immediately if continued demolition operations might endanger the existing structure. C. Notify the Owner of hazardous materials discovered during demolition operations. D. Provide Contractor designed temporary shoring as required to support existing construction against movement or overload during demolition operations,until permanent supports are in place. E. Except where noted or specified otherwise, take possession of materials being demolished, and immediately remove from site. Do not overload existing construction to remain with demolished materials. Demolished materials which cannot be recycled or reused shall be disposed of at a legal dump site. F. If relics, antiques, corner stones and their contents, commemorative plaques and tablets, or other similar items are discovered, they shall remain the property of the Owner. Notify the Architect prior to removal, and obtain approval on method of removal. G. Carefully remove, store, and protect all materials and components to be reused. H. Where removal of materials indicated to remain is necessary to facilitate new construction, carefully remove, store, and protect such materials for future reinstallation. I. Carefully remove, protect, and turn over as directed, materials and components claimed by the Owner for salvage. Prior to demolition, contact the Owner to determine which items will be claimed. J. Where cut edges of the existing construction will be visible in the completed work, cut in uniform straight lines. Concrete and masonry shall be sawcut or coredrilled. " K. Repair all demolition performed in excess of that required, at no additional cost to the Owner. L. Remove all disconnected utility lines. Cap remaining ends. Place markers to indicate location of disconnected utilities. Indicate location of disconnected utilities on the Project Record drawings as specified in Section 017700. M. Pay for and coordinate the work performed by public utilities. Notify the affected utility company well in advance of the scheduled work. i N. Dust producing demolition operations shall be sprinkled in areas not subject to water damage. Provide other approved means of controlling dusting in areas subject to water damage. j BID DOCUMENTS 024119 -2 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 024119 KENT, WASHINGTON SELECTIVE DEMOLITION O. Electrical Demolition Requirements: 1. Remove electrical system components as indicated on the electrical drawings. P. Plumbing Demolition Requirements: 1. Abandoned underslab piping shall be out off flush with the floor line and sealed. Patch flush with the floor. 2. Abandoned piping which is exposed and readily accessible shall be removed. 3. Remove all abandoned piping which is concealed in existing construction to remain. Q. Wall Covering: Remove existing wall covering from all surfaces indicated for new wall covering materials. Use techniques to minimize damage to substrate; repair all damage and leave ready for repriming or sizing as specified In Section 099000. R. Removal of Bonded Floor Finishes: 1. Scrape, grind and otherwise remove existing floor finish and bonding materials as necessary to receive new floor finishes. 2. Prepared surface shall present a uniform flat surface ready to receive the new floor finishes free of telegraphing and other surface irregularities. 3. New floor finishes shall not be installed over existing floor finish materials unless approved otherwise. S. Wood Trim: At locations where wood trim is indicated for reuse, remove and store to prevent damage. Retain for reuse only those materials identified by the Ownerto be free from damage and significant wear T. Signage: Existing signage indicated for relocation, and signs mounted to surfaces indicated for repainting shall be removed and stored for reinstallation under Section 101473. Remove tape residues from sign backs and substrate surfaces, as applicable. U. Leave site in a condition acceptable to the Owner at all times. Remove demolished materials from site daily as work progresses. Do not overload existing structure with demolished materials. 3.4 CLEANUP A. After each demolition phase, leave the area broom clean and ready for the work of other Sections. B. Occupied spaces which receive demolition work shall be thoroughly and completely cleaned priorto Owner's daily operations. Cleaning shall include: vacuuming, dusting, stain and dirt removal,. 3.5 PATCHING AND REPAIR A. Repair cut edges, replace damaged construction, and fit new work as required to match and mate with existing construction. Make joints smooth, even and invisible. B. Where new paint or other finishes are applied, carry to nearest break line,joint or corner as required to achieve a homogeneous appearance. END OF SECTION BID DOCUMENTS 024119 -3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 051200 KENT, WASHINGTON STRUCTURAL STEEL FRAMING PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Elements indicated on the Structural Drawings, including the following: a. Structural steel. b. Shear connector studs and stud anchors. c. Structural welding. d. Baseplate grouting. 2. Priming of structural steel. B. Related Sections: 1. 014500 - Quality Contrcl: Requirements fortesting and inspection. 2. 055000 - Metal Fabrications: Steel fabrications not indicated on the Structural Drawings. 3. 061000 - Rough Carpentry: Structural wood framing. 4. 099000 - Painting: Field painting of structural steel elements. C. Drawings, the provisions of the Agreement Conditions of the Contract, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. American Institute of Steel Construction (AISC): 1. Specification for Structural Steel Buildings, 2010. 2. Cade of Standard Practice for Steel Buildings and Bridges, 2010. 3. Manual of Steel Construction, 14th Edition 2010. 4. Specifications for Structural Joints Using High-Strength Bolts,2014. B. American Society for Testing and Materials (ASTM): 1. A36- Structural Steel. 2. A108- Steel Bars, Carbon, Cold-Finished, Standard Quality. 3. A123 - Specification for Zinc (Hot-Dip Galvanized)Coatings on Iron and Steel Products. 4. A143 -Safeguarding Against Embrittlement of Hot Dipped Galvanized Structural Steel Products and Procedures for Detecting Embrittlement. 5. A153- Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware. 6. A384- Safeguarding Against Warpage and Distortion During Hot Dip Galvanizing of Steel Assemblies. 7. A385- Providing High Quality Zinc Coatings (Hot Dip). 8. A569- Steel, Carbon (0.15 Maximum, Percent), Hot-Rolled Sheet and Strip, Commercial Quality. 9. A572 - High-Strength Low-Alloy Columbium-Vanadium Steels of Structural Quality. 10. A992 - Standard Specification for Steel for Structural Shapes For Use in Building Framing 11. C1107 - Packaged Dry, Hydraulic-Cement Grout (Nonshrink). C. American Welding Society(AWS): D1.1 - Structural Welding Code - Steel. D. Steel Structures Painting Council (SSPC): "Steel Structures Painting Manual, Volume 2, Systems and Specifications." 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: 1. Shop applied primers. 2. Non-shrink grout. C. Shop Drawings: 1. Indicate profiles, sizes, spacing, and locations of structural members, connections, attachments, 1 fasteners, cambers, loads. �` BID DOCUMENTS 051200-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 051200 KENT, WASHINGTON STRUCTURAL STEEL FRAMING 2. Indicate welded connections using standard AWS welding symbols. Indicate net weld lengths. 3. Indicate types and locations of field welds. 4. Indicate members to be galvanized. Indicate sizes and locations of holes or lifting lugs and air vent holes required for hot dip galvanizing. 5. Indicate members to be shop primed. D. Quality Control Submittals: 1. Certifications: Submit certification of materials with copies of mill reports for each heat of steel used. 1.4 QUALITY ASSURANCE A. The work of this Section is subject to testing and inspection as specified in Section 014500. B. Use only WABO certified welders approved by the jurisdictional code authorities. C. Unless specified or indicated otherwise, work shall comply with AWS and AISC Standards. PART 2 - PRODUCTS 2.1 STRUCTURAL STEEL A. Types as indicated on the Structural Drawings. 2.2 ACCESSORIES A. Non-Shrink Grout: BASF"Masterflow 713 Plus," Sonneborn "Sonogrout," or approved; non-shrink, non-metallic grout in compliance with ASTM C1107. B. Welding Electrodes: E-70 series, low hydrogen, appropriate for use. C. Interior Shop Primers: 1. Modified alkyd type (VOC compliant); lead and chromate free; gray or white color; one of the following unless approved otherwise. a. "Azeron Primer Series 88HS" byTnemec Company Inc. (Kansas City, MO; 816-483-3400). b. "Amercoat 5105" by Ameron Protective Coatings (Brea, CA; 714-529-1951). C. "Carboccat 150HG" by Carboline Company (St. Louis, MO; 314-644-1000; 800-848-4645). D. Special Exterior and Galvanized Steel Primers: 1. First Primer: One of the following; provide product from same manufacturer selected for finish systems specified in Section 099000. a. "Series 394 PerimePrime" by Tnemec Company Inc. (Kansas City, MO; 816-483-3400). b. "Carbozinc 859"by Carboline Company(St. Louis, MO; 314-644-1000; 800-848-4645); organic zinc-rich epoxy primer. c. "68HS" by Ameron Protective Coatings (Brea, CA; 714-529-1951); organic zinc-rich epoxy primer. d. "Catha-Coat 302H" by ClI Devoe; 'reinforced" inorganic zinc-rich epoxy primer. 2. Epoxy Tie-Coat and Galvanized Primer: One of the following; provide product from same manufacturer selected for first primer specified above: a. "Hi-Build Epoxoline II" Series N69 byTnemec Company Inc. (Kansas City, MO; 816-483- 3400). b. "Carboline 888 " by Carboline Company(St. Louis, MO, 314-644-1000; 800-848-4645); organic zinc-rich epoxy primer. C. "Amercoat 385." by Ameron Protective Coatings (Brea, CA; 714-529-1951); organic zinc-rich epoxy primer. d. "Devran 224HS,"'Bar-Rust 231," or"Bar-Rust 233H." by ICI Devoe; 'reinforced" inorganic zinc-rich epoxy primer. E. Galvanizing Touch-up Paint: 1. Meeting the Green Seal GS-11 requirements and compatible with subsequentfield applied paint coating systems. 2. Approved ZRC Chemical Products Company"ZRC Zero VOC,"or approved. BID DOCUMENTS 051200-2 12/11/18 y LAKE MERIDIAN BATHHOUSE SECTION 051200 KENT, WASHINGTON STRUCTURAL STEEL FRAMING 2.3 FABRICATION A. Fabricate structural steel items in accordance with AISC and AWS Standards and in accordance with approved shop drawings. Properly mark and match-mark all materials for field assembly. Fabricate for delivery sequence that will expedite erection and minimize field handling. B. Shop Assembly: Fabricate units in as large a part or section as practicable. C. Structural Steel to be Exposed in the Finished Work: 1. Comply with provisions of AISC "Code of Standard Practice for Steel Buildings and Bridges" Section 10 "ARCHITECTURAL EXPOSED STRUCTURAL STEEL." 2. Grind welds smooth with adjacent surfaces. Grind butt welds flat and perpendicular to the weld direction. 3. All welds for structural steel elements to receive organic zinc primer shall be continuous. j 4. The cross section of abutting members shall match. 5. Raised manufacturer identification markers shall be ground smooth to match adjacent surfaces. 6. Stamped manufacturer identification markers shall be filled to match adjacent surfaces. D. Fabrication of Elements to Receive Galvanized Coatings: 1. Fabricate in accordance with the applicable requirements of ASTM A143,A384, and A385. 2. All welding slag and burrs shall be removed prior to galvanizing. 3. Take care to avoid fabrication techniques which could cause distortion or embrittlement of the steel. E. Hot Dip Galvanizing: 1. Steel Fabrications: In accordance with ASTM A123. 2. Bolts, Nuts, Washers, and Other Hardware: In accordance with ASTM Al53. 3. Surface Finish: Galvanized coatings shall be continuous,firmly adhered, smooth, evenly distributed, and free from defects detrimental to performance or appearance. 4. Locations: Provide at all structural steel fabrications indicated to be exposed to the weather, and as indicated. Unless otherwise approved by the Architect, plug and cold galvanize ventilation and lifting holes which will be exposed to moisture penetration in the finished work. F. Standard Shop Primer Application: 1. Preparation: Remove rust and scale by wire brushing, scraping, and sanding down to bare metal in accordance with SSPC-SP2 and SP3. Where SP2 and SP3 measures are insufficient, provide commercial blast cleaning in accordance with SSPC-SP6. 2. Application: Spray apply primer in accordance with manufacturer's recommendations, mil minimum dry film thickness. 3. Shop Primer: Shop prime all steel except: a. Steel encased in concrete. b. Surfaces to be field welded. c. Contact surfaces at high-strength bolts. d. Members to be galvanized. e. Members which will be concealed by interior finishes. f. Surfaces to receive sprayed fireproofing. g. Surfaces to receive other special shop primers. G. Special Shop Primer Application: 1. Prepare surfaces in accordance with the manufacturer's recommendations, and as specified below. 2. First Primer: Solvent clean in accordance with SSPC SP-1; near white blast ungalvanized ferrous metal surfaces in accordance with SSPC SPA0. 3. Abrade galvanized surfaces with a metal preparation pad. 4. Spray apply one coat organic zinc primer and one intermediate coat epoxy primer in accordance with the manufacturer's recommendations. Apply primers to receive field application of finish coats as specified in Section 099000, 5. Maintain at least one coat of primer at all times during installation. Immediately patch damaged coatings. 6. Apply organic zinc/epoxy primer to all non-galvanized steel exposed to exterior and moist j conditions. " 7. Apply epoxy primer to all galvanized steel, interior and exterior. BID DOCUMENTS 051200-3 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 051200 KENT, WASHINGTON STRUCTURAL STEEL FRAMING PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 ERECTION A. Embedded Items: Provide anchor bolts and templates, and other items as indicated, to other Sections for installation prior to placement of cast-in concrete. B. Temporary Shoring and Bracing: Provide as required with connections of sufficient strength to bear imposed loads. Remove temporary members when permanent members are in place and final connections are made. C. Erect structural steel in accordance with approved shop drawings and AISC "Code of Standard Practice," Section 7. D. Welds shall be in accordance with AWS D1.1. E. Cut holes by drilling only. F. Tolerances: Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for Steel Buildings and Bridges." G. Base Plate Grouting: Set on leveling nuts to accurate elevations and grout solid with non-shrink grout. H. Cleaning and Touch-Up: 1. Clean steel of oil or other contaminants as specified under Fabrication. 2. Columns, beams, girders, and other members which are to receive sprayed-on fireproofing shall be cleaned free of loose rust, heavy mill scale, oil, dirt or other foreign substances prior to application of fireproofing materials. 3. Immediately after erection, clean field welds, bolted connections, and abraded areas and touch- up factory primed surfaces with same primer as used in shop; touch-up galvanized surfaces with zinc-rich primer. END OF SECTION BID DOCUMENTS 051200-4 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 055000 KENT, WASHINGTON METAL FABRICATIONS " t PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Fabricated metal items indicated on the Architectural Drawings and scheduled at the end of this i Section. B. Related Sections: 1. 051200 - Structural Steel Framing: Steel elements indicated on the Structural Drawings. 2. 099000 - Painting: Field painting of metal fabrications shop primed in this section. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 PERFORMANCE REQUIREMENTS A. Delegated Design: Design of railings and miscellaneous supports shall include comprehensive engineering analysis by a qualified professional engineer, using performance requirements and design criteria indicated. 1.3 REFERENCES A. American Society for Testing and Materials (ASTM): B. American Society for Testing and Materials (ASTM): 1. A36 - Specification for Structural Steel. 2. A53 - Specification for Welded and Seamless Steel Pipe. 3. A123 -Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. 4. A143 -Safeguarding Against Embrittlement of Hot Dipped Galvanized Structural Steel Products and Procedures for Detecting Embrittlement. 5. At 53 - Specification for Zinc Coating (Hot Dip) on Iron and Steel Hardware. 6. A307 - Specification for Carbon Steel Externally Threaded Standard Fasteners. 7. A366 - Specification for Carbon Steel Cold Rolled Sheet. 8. A384 - Safeguarding Against Warpage and Distortion During Hot Dip Galvanizing of Steel Assemblies. 9. A385 - Providing High Quality Zinc Coatings (Hot Dip). 10. A500 - Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes. 11. A501 - Specification for Hot-Formed Welded and Seamless Carbon Steel Structural Tubing. 12. A569 - Specification for Commercial Quality Hot Rolled Sheet and Strip Carbon (0.15 Maximum Percent) Steel 13. A570 - Specification for Hot-Rolled Carbon Steel Sheet and Strip, Structural Quality. 1.4 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Literature: Submit product literature for all prefabricated products. C. Shop Drawings: 1. Show details of fabrication and installation; indicate materials, thicknesses, dimensions, methods of reinforcement and embedment, attachments, shop finishes, provisions for work of other trades, and other pertinent information as requested by Architect. 2. Indicate sizes and locations of holes or lifting lugs and air vent holes required for hot dip galvanizing. D, Delegated-Design Submittal: For installed products indicated to comply with performance u requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. BID DOCUMENTS 055000-1 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 055000 KENT, WASHINGTON METAL FABRICATIONS 1.5 QUALITY ASSURANCE A. Fabricator Qualifications: Experienced and regularly engaged in producing metal fabrications of the type specified; must employ only skilled personnel using proper equipment to produce work. Welders must be WABO certified for the welds being performed. PART 2 - PRODUCTS 2.1 MATERIALS A. Carbon Steel: 1. Structural Shapes, Plates, and Bars: ASTM A36. 2. Sheet: ASTM A366. 3. Pipe: ASTM A53, seamless, Type S, plain end; schedule 40 unless indicated otherwise. 4. Tubing: ASTM A500 or A501, seamless. B. Aluminum: 1. Extruded Aluminum: 6063-T5 alloy and temper conforming to the requirements of ASTM B221. 2. Aluminum Sheet: 5005-H32 alloy and temper conforming to the requirements ASTM B209. C. Fasteners: Types as indicated, specified, or required for the assembly and installation of fabricated Items. 1. Bolts: ASTM A307, unless indicated otherwise; include nuts and plain harden washers. 2. Drilled-In Concrete Anchors: Ramset "Trubolt Stud Anchor," Hllti Fastening Systems "Kwikbolt," or approved. D. Interior Primer: 1. Manufacturer: Tnemec Company Inc. (Kansas City, MO; 816-483-3400). 2. Acrylic Primer: Tnemec Series 1029 "Enduratone". 3. Conform to Green Seal Standard GS-11 limitations for VOC and chemical emissions; rust resistant; compatible with subsequent coatings. E. Special Primers: 1. Manufacturer: Tnemec Company Inc. (Kansas City, MO; 816-483-3400), 2. Epoxy Primer: Tnemec Series 69 Epoxoline." F. Cold Galvanizing Compound: "Gals-Weld," "Galvican," "ZRC Cold Galvanizing Compound," or equivalent zinc-rich primer. G. Miscellaneous Materials: Furnish incidental accessory materials, tools, and equipment as necessary for fabrication and installation of miscellaneous metal items as indicated on the Drawings. 1. Non-Shrink Grout: Master Builder's "Master Flow 713," Sonneborn "Sonogrout," or approved. 2.2 METAL FABRICATIONS A. General: 1. Comply with ANSI A14.3 unless otherwise indicated. 2. For elevator pit ladders, comply with ASME At 7.1. 2.3 FABRICATION A. General Fabrication Requirements: Fabricate as follows, unless specified or indicated otherwise. 1. Verify all dimensions and fabricate to detail with accurate sizes and shapes, straight lines, smooth curves, and sharp angles. 2. Welds shall have sufficient strength to withstand the loads applied. 3. For items exposed to view or subject to contact, grind welds smooth and level with adjacent surfaces; remove all burrs from cut edges. Fill imperfections with body putty as necessary for a smooth even finish. 4. Bend curved sections to a smooth radius free from buckles and twists. 5. Fabrications in exterior locations shall be fabricated to shed water. B. Fabrication of Elements to Receive Galvanized Coatings: 1. Fabricate in accordance with the applicable requirements of ASTM A143, A384, and A385. BID DOCUMENTS 055000-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 055000 KENT, WASHINGTON METAL FABRICATIONS 2. Remove welding slag and burrs prior to galvanizing. 3. Avoid fabrication techniques which could cause distortion or embrittlement of the steel. 2.4 SHOP FINISHES -FERROUS FABRICATIONS A. Hot Dip Galvanizing: 1. Steel fabrications shall be galvanized in accordance with ASTM A123. Bolts, nuts, washers, and other hardware shall be galvanized in accordance with A153. 2. Surface Finish: The galvanized coatings shall be continuous, firmly adhered, smooth, and free from defects. 3. Locations: Provide hot dip galvanizing for all metal fabrications in exterior or moist conditions, and as otherwise indicated. Unless otherwise approved by the Architect, plug and cold galvanize ventilation and lifting holes which will be exposed to moisture penetration in the finished work. I B. Interior Primed finish: 1. Preparation: Solvent clean in accordance with SSPC-SP1. Remove rust and scale by wire brushing, scraping, and sanding down to bare metal in accordance with SSPC-SP2 and SP3. Where SP2 and SP3 measures are insufficient, provide commercial blast cleaning in accordance with SSPC-SP6. Immediately apply specified prime coat. 2. Apply interior primer in accordance with manufacturer's recommendations. 3. Locations: Provide at all interior metal fabrication exposed to view, unless otherwise indicated. Do not prime surfaces to be embedded in concrete, surfaces to be galvanized, and surfaces to be field welded. 2.5 PROTECTION A. For metal in contact with concrete, masonry, and other dissimilar materials, coat contact surfaces with zinc-rich primer. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of conditions as satisfactory. 3.2 INSTALLATION A. Install metal fabrications in accurate locations shown, Unless indicated otherwise, fabrications shall be installed plumb and level. B. Provide all anchorage devices as indicated and required for a secure installation. C. Touch-up all surfaces damaged during installation. Patch all welds and damage marks with matching primer. D. Coordinate with Section 030013 for foundations, installation, and concrete fill at pipe bollards. 3.3 SCHEDULE A. The following list includes, without limitation, the principal metal fabrications and finishes in the Work. 1. Door and wall hasp fabrications: Hot dip galvanized steel, profiles as indicated on the drawings. 2. Floor to Ceiling Partition Brace: Hot dip galvanized steel, profiles indicated on the drawings. END OF SECTION BID DOCUMENTS 055000-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 061000 KENT, WASHINGTON ROUGH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Sheathing. 2. Blocking, nailers, and curbing. 3. Dimensional Lumber B. Related Sections: 1. 062000— Finish Carpentry 2. 076200 - Sheet Metal Flashing and Trim. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitutions will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. American Institute of Timber Construction (AITC) B. American Plywood Association (APA) C. American Society for Testing and Materials (ASTM): 1. D2898 - Test Method for Accelerated Weathering of Fire-Retardant Treated Wood for Fire Testing. 2. E84 - Test Method for Surface Burning Characteristics of Building Materials. D. American Wood Preservers'Association: Book of Standards (AWPA). E. National Lumber Grading Authority of Canada (NLGA). F. Product Standard (PS): PS-20-American Softwood Lumber Standard. G. Southern Pine Inspection Bureau (SPIB). H. West Coast Lumber Inspection Bureau (WCLB): Standard Grading Rules for West Coast Lumber,. I. Western Wood Products Association (WWPA). 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: Submit complete technical and product data on the following: 1. Preservative wood treatments. 2. Framing and sheathing accessories. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: Work shall conform to the requirements of the currently enforced International Building Code as adapted by the jurisdiction. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store and protect products under provisions of Section 016000. PART2 - PRODUCTS 2.1 DIMENSION LUMBER A. Lumber shall be manufactured in accordance with PS 20, and shall be stamped and graded in accordance with WWPA, WCLB, Ni or SPIB grading rules. BID DOCUMENTS 061000-1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 061000 KENT, WASHINGTON ROUGH CARPENTRY B. Moisture Content: Kiln dried to 19% maximum moisture content, except for material whose least dimension is 4 inches thick or greater. C. Species: Provide per the Structural Drawings. Hem-Fir, Spruce-Pine-Fir (SPF), or Douglas Fir Larch, unless indicated or specified otherwise. D. Architectural Lumber Grades: Unexposed non-structural wood framing and blocking indicated on the Architectural Drawings shall be graded as follows: 1. Blocking and Nailers: "Utility- Light Framing," or better. ,I 2.2 PANEL MATERIALS A. Miscellaneous Sheathing: APA Rated Sheathing; Structural I; CD grade; Exterior; plywood, unless approved otherwise; thicknesses as indicated. B. Marine Grade Plywood: APA AB Exterior Grade 2.3 ACCESSORIES A. Fasteners: 1. Hot-dipped galvanized steel for exterior, high humidity, and fire treated wood locations. 2. For Use With Preservative Treated Wood: 300 Series stainless steel. 3. Use ring shank nails at floor sheathing. 4. Screws: Self tapping; countersunk or low profile head. B. Metal Connectors: Simpson Company, Silver Metal Products, Inc, USP Structural Connectors, or approved; types as indicated on the Drawings; minimum G-185 galvanized coating. 2.4 WOOD TREATMENT A. Wood Preservative (Pressure Treatment): 1. Preservative treat all exterior lumber, including roofing nailers, curbs and other wood in contact with concrete, masonry, and moist conditions. 2. For above ground use, use AWPA certified waterborne borates, Standard C9 for plywood and C31 for lumber. 3. For ground contract use, use AWPA Treatment C-22 using CCA waterborne preservative with t 0.40 pounds per cubic foot of wood retention. 4. Treated lumber shall be kiln dried to a maximum moisture content of 19%; treated plywood shall be kiln dried to a maximum moisture content of 15%, unless indicated otherwise on the Structural Drawings. 5. Site-treat cut ends of lumber with like preservative. 6. Treated lumber shall bear the quality stamp of an inspection agency approved by the jurisdictional code authorities. PART 3 - EXECUTION d 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable i conditions. 3.2 FRAMING A. Erect as indicated. B. Erect wood framing members level and plumb unless indicated otherwise. i C. Place horizontal members crown side up. I D. Use framing members full length without splices. °' BID DOCUMENTS 061000-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 061000 KENT, WASHINGTON ROUGH CARPENTRY E. Tolerances: 1. Maximum 1/4 inch from true position. 2. Maximum 1/4 inch in 10 feet from true plumb or level. F. After end trimming glued laminated beams, seal with penetrating sealer in accordance with AITC requirements. Do not apply sealer to surfaces to receive stains or other finish treatments. 3.3 SHEATHING A. Install sheathing as indicated on the Structural Drawings. When not indicated, install as follows: 1. Secure sheathing with edges on firm bearing. 3.4 BLOCKING, NAILERS, AND CURBS A. Provide blocking, nailers, and curbs for sheathing, roof construction, metal flashing, and other construction as indicated, and as necessary for firm support. Unless otherwise indicated, solid wood backing shall be minimum 2 inch nominal thickness; plywood shall be minimum 3/4 inch thick, except that sloped parapet caps may be 1/2 inch thick. B. Blocking: Install wood blocking to receive mechanical fasteners for support of plumbing and electrical fixtures and equipment, cabinets, door stop plates, wood base, wainscots, coat hooks, toilet and bath accessories, kitchen equipment, and all other wall and ceiling mounted components. C. Screw fasten wood components to metal framing and support elements. D. For attachment of plywood backing, kerf plywood 1/4" (3/8", maximum if required for heavy gage studs) to receive flange return (or crimp the return closed); provide supplementary sheet metal angle attached to back of stud where necessary to support backing. Screws into edge of plywood are unacceptable. END OF SECTION BID DOCUMENTS 061000-3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 061500 KENT, WASHINGTON WOOD DECKING .. __— .-...... ... ----... --------- PART 1 - GENERAL 1.1 SUMMARY A. This Section includes: 1. Design, fabrication and erection of tongue-and-groove wood decking using solid wood decking. B. Related Sections include the following: 1. 061000- Rough Carpentry: Dimension lumber items associated with solid wood decking construction. C. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 REFERENCES A. Solid Wood Decking: AITC 112-93 1.3 SUBMITTALS A. Manufacturers Data: Grade of timber used and allowable stresses for it. B. Shop Drawings: Show layout of timber system and full dimensions of each member. 1. Indicate configuration, span, and slope. C. Samples: Three 12" long pieces of wood decking without stain, which show final face texture, edge, and end conditions. The pieces shall demonstrate the range in the grade and final finish to be expected in the finished work. These unstained pieces are to be reviewed and approved by the Architect prior to applying any stain to any wood in the shop. Three 12" long pieces of wood decking with stain, which show final face texture, edge, and end conditions. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: Work shall conform to the requirements of the currently enforced International Building Code as adopted by the jurisdiction. 1.5 DELIVERY, STORAGE, AND HANDLING A. Provide water-resistant wrapping. B. Use non-marring slings for loading, unloading, and handling members to prevent damage to surfaces and wrapping. Unload at site, place on level supports with members off of ground surface, and adequately cover to protect from weather and site debris. C, All timber members that are stored inadequately to prevent damage, left in contact with earth, or which have damage or staining will be rejected. Such members must be replaced with in-kind timber members at the sole expense of the Contractor. i PART 2 - PRODUCTS 2.1 WOOD DECKING A. Species shall be Douglas-Fir/Larch minimum E=1,800,000 psi. B. Moisture content shall be a maximum of 12%, unless indicated otherwise on the Structural drawings. C. Grade: Select Grade for Douglas-Fir Larch. D. Surface Texture: Smooth Sanded Surface. E. Deckingpattern shall have standard V-joint on e e side and shall and have tongue and grooves P 1 g goo es along both of the long sides and both of the ends. F. End Sealer: Manufacturers standard, transparent, colorless wood sealer that is effective in retarding the transmission of moisture at cross-grain cuts and is compatible with Indicated finish. BID DOCUMENTS 061500-1 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 061500 KENT, WASHINGTON WOOD DECKING G. Penetrating Sealer: Manufacturers standard, transparent, penetrating wood sealer that will not interfere with application of wood stain and transparent finish. H. Sealant: Latex Sealant Caulk: Provide exterior use caulk of one of the following manufacturers or approved equal: 1. Chem-Calk 600, Bostic Inc. 2. NuRex 300; Nuco Industries Inc. 3. Tremflex 834; Treni 2.2 FABRICATION A. Timber Grades: 1. Decking: Select Grade B. Minimum Stress Values: As indicated on the Structural Drawings. C. Conditions of Service: 1. Fabricate interior components for dry condition of service D. Decking: Use fixed length wood decking with tongue and groove (T&G) edges and ends. Provide, MC- 1 5 or CK on grade stamp, single T&G edges for 2"thick decking; double T&G edges for 3" and 4" thicknesses. E. Factory Finishes: 1. Apply a coat of end sealer to all members as soon as practical after end trimming. 2. After fabricating, sanding, and end-coat sealing each unit, apply a heavy saturation coat of penetrating sealer to surfaces of each unit. F. Factory-Applied Protection: Before shipping or exposing to outdoor conditions, bundle-wrap wood members with manufacturer's standard, opaque, durable, water-resistant, plastic-coated paper covering with water-resistant seams. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates In areas to receive structural decking, with Installer present, for compliance with requirements, installation tolerances, and other conditions affecting performance of decking. If substrates are unsatisfactory, provide written notification to General Contractor. 1. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. General: Erect decking true and plumb, with uniform, close-fitting joints. 1. Lift with padded slings and protect comers with wood blocking. 2. Install timber connectors as indicated on Shop Drawings. B. Sealant: Apply a continuous bead of latex sealant caulk between the outermost timber edge supporting member and the underside of the wood decking to provide an airtight seal. C. Wood Deck Nailing: Nail decking to supports according to AITC recommendations. D. Cutting: Avoid cutting after fabrication. Where field fitting is unavoidable, comply with requirements for shop fabrication. 1. Where surface-treated members must be cut during erection, apply a heavy brush coat of the same preservative to comply with AWPA M4. 2. Coat cuts with end sealer of paragraph 2.1 C. This is not required at field drilling for bolts. 3.3 ADJUSTING A. Repair damaged surfaces after completing erection. Replace damaged decking if repairs are not approved by Architect. BID DOCUMENTS 061500-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 061500 KENT, WASHINGTON WOOD DECKING 3.4 PROTECTION A. Wood Deck Protection: Provide temporary waterproof covering to protect exposed decking prior to installation of roof. END OF SECTION i BID DOCUMENTS 061500-3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 062000 KENT, WASHINGTON FINISH CARPENTRY PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood trim. B. Related Sections: 1. 061000 - Rough Carpentry: Blocking for finish carpentry 2. 099000 - Painting: Stains and finish coatings. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. Architectural Woodwork Institute (AWI): Architectural Woodwork Quality Standards, Current Edition, B. West Coast Lumber Inspection Bureau (WCLB): Standard Grading Rules No. 17. C, U.S. Product Standard (PS): PS 1 Product Standard for Construction and Industrial Plywood 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Shop Drawings. Indicate materials, components, profiles, fastening methods,jointing details, finishes and accessories. Details shall be minimum scale of 1-112 inch per foot. 1.4 QUALITY ASSURANCE A. Fabricator: Minimum of 5 years experience in the fabrication of custom architectural woodwork of the type specified. B. Qualifications of Installers: Use onlyjourneyman finish carpenters who are thoroughly trained and skilled in the work, and who are completely familiar with the materials and quality standards specified. 1.5 DELIVERY, STORAGE AND HANDLING A. In accordance with Section 016000, and as follows: 1. Do not deliver wood materials to the building until"wet"work such as gypsum board work has been completed. 2. Store materials indoors in ventilated area with minimum temperature of 60 degrees F., and relative humidity between 25 and 55 percent. PART2 -PRODUCTS 2.1 MATERIALS A. Lumber: 1. Maximum moisture content of 10 percent. 2. Opaque Finish Lumber: WCLIB Grade A Western Red Cedar 3. Stained Lumber: WCLIB Grade A Western Red Cedar 4. Concealed Framing Lumber: AWI Grade II pine, fir, hemlock, or other species as approved. 2.2 STANDING AND RUNNING TRIM FABRICATION A. Shop fabricate all trim to the shapes indicated. B. Tolerances for Overall Assembly Dimensions: ±1132 inch. C. Shop fit and assemble to the greatest extent possible. D. Back or kerf cut all trim greater than 2 inch in width, except terminate before exposed ends. BID DOCUMENTS 062000-1 12t11118 LAKE MERIDIAN BATHHOUSE SECTION 062000 KENT, WASHINGTON FINISH CARPENTRY _.... ......,......... _.......,. E. Fabricate trim from solid lumber, { PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 PREPARATION A. Coordinate the installation of blocking and other supports required for the installation of architectural woodwork elements. 3.3 STANDING AND RUNNING TRIM A. Jointing: Make all joints to conceal shrinkage; miter all exterior corners; cope all interior corners, miter or scarf all end-to-end joints; install all trim pieces as long as possible, jointing onlywhere solid support is obtained. Make no joints closer than 4 feet to corners. B. Lengths of Material: Use random lengths and show typical joint locations on shop drawings. The minimum length shall be 8 feet, except where short lengths are required by installation conditions. C. Fastening: 1. Install all items straight, true, level, plumb, and firmly anchored in place; where blocking or backing is required, coordinate as necessary with other trades to ensure placement of all required backing and blocking in a timely manner. 2. Fasten trim with finish nails or screws of proper dimension to hold the member firmly in place without splitting the wood. 3. On exposed finish work, set all nails and screws and putty. 4. Align exposed fasteners for uniform pattern; random or "shotgun" patterns will not be accepted. 3.4 SITE FINISHING A, Set all exposed fasteners. B. Apply matching wood filler to exposed fastener indentations and other minor imperfections. C. Final finish is specified in 099000. 3.5 CLEANING UP A. Keep the premises in a neat, safe, and orderly condition at all times during execution of this portion of the work, free from accumulation of sawdust, cut-ends, and debris. B. At the end of each working day, or more often if necessary, remove refuse and thoroughly sweep and/or vacuum surfaces. END OF SECTION i j BID DOCUMENTS 062000-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 072100 KENT, WASHINGTON THERMAL INSULATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Rigid board wall insulation. B. Related Sections: 1. 061000— Rough Carpentry C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. C518 -Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by means of the Heat Flow Meter Apparatus. 2. C578 - Rigid, CellulaiPulystyieiiuTlienndllnsulaliuu. 3. D1621 -Test Method for Compressive Properties of Rigid Cellular Plastics. 4. E84 -Test Method for Surface Burning Characteristics of Building Materials. 1.3 SUBMITTALS A. Make submittals under provisions of Section 013300. B. Product Data: Submit manufacturer's product data and installation instructions for each type of insulation. PART 2 - PRODUCTS 2.1 MATERIALS A. Rigid Extruded Polystyrene Board: 1. Standard: ASTM C578, Type IV; extruded cellular polystyrene. 2. Thermal Resistance: Minimum 'R" per inch of 5 when tested in accordance with ASTM C518 at 75 degrees F. mean temperature. 3. Compressive Strength: a. Typical: Minimum 25 psi when tested in accordance with ASTM D1621. b. High Density: Minimum 40 PSI when tested in accordance with ASTM D1621; where indicated. 4. Water Absorption: 0.10 to 0.15 percent when tested in accordance with ASTM C272. 5. Thickness/R-value: 1 inch, R-5. 6. Size: 24 inch width, 96 inch length, with square edges. 7. Approved Products: a. Styrofoam by The Dow Chemical Company (Midland, MI, 800-441-4369) b. Foamular 250 by Owens Corning, (Toledo, OH; 800-438-7465). 2.2 ACCESSORIES A. Protective Membrane: White metallized polypropylene (WMP); 'WMP-VRP" by Lamtec Corporation (800-852-6832); flame spread of 25 or less when tested in accordance with ASTM E84; perforations at 1/8 inch centers. B. Tape: To match foil scrim kraft face of vapor barrier; 2 inch minimum width. C. Adhesive: 1. Type recommended by insulation manufacturer for application; compatible with insulation and substrate. BID DOCUMENTS 072100-1 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 072100 KENT, WASHINGTON THERMAL INSULATION 2. For interior applications, adhesives shall meet the requirements of the Southern California South Coast Air Quality Management District (SCAQMD) Rule 1168 using the method of dividing the weight of the solvent in the adhesive by the volume of the material, less water). D. Related Accessories: Provide other accessories, not specifically described, as required for a complete installation. PART 3 -EXECUTION 3.1 EXAMINATION A. Verify adjacent materials are secure, properly spaced, dry, and ready to receive installation. B. Verify mechanical and electrical services within spaces to insulated have been installed and tested. C. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. D. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 RIGID BOARD INSULATION AT WALLS, SOFFITS, AND UNDER SLABS A. Install rigid extruded polystyrene insulation where rigid board insulation is indicated at walls, soffits, and under slabs. B. Except as otherwise indicated or specified, install all insulation in accordance with the manufacturer's current installation instructions. C. Trim insulation to tightly fit between the furring and framing and to fit around penetrations. END OF SECTION I BID DOCUMENTS 072100-2 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 072700 KENT, WASHINGTON WEATHER RESISTIVE BARRIERS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Vapor permeable air barrier membrane. 2. Sealant and membrane systems required to seal joints and penetrations to form a continuous weather-resistive barrier assembly. 3. Related weather-resistive barrier accessories and components. B. Related Sections: 1. 061000 — Rough Carpentry 2. 076200 - Sheet Metal Flashing and Trim: Flexible flashing provided with separate sheet metal flashing systems. 3. 076113 —Sheet Metal Roofing Accessories: Membrane Flashing for patching at roof penetrations C, Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 013300. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): E162-02a Standard Test Method for Surface Flammability of Materials Using a Radiant Heat Energy Source. 1.3 DEFINITIONS A. Weather-Resistive Barrier: An weather-resistive barrier is an assembly of interconnected components within the exterior envelope of a building which prevents air flow across the assembly, and which is intended to prevent excess moisture transfer across the assembly driven by air pressure differentials. 1.4 SYSTEM DESCRIPTION A. All voids within weather-resistive barrier systems shall be closed to prevent air flow across the assembly. B. The following elements provided under the work of other Sections shall be considered integral parts of the weather resistive barrier assembly: 1. Concrete foundation. 2. Roof membrane. Plumbing vents and roof drains shall not be considered penetrations. 3. Exterior windows and door assemblies. C. For the work of this Section, weather-resistive barrier systems shall consist of the following: 1. Liquid applied weather-resistive barrier membrane applied over concrete masonry wall and plywood sheathing systems. 2. Sealing of penetrations in the building exterior building weather-resistive barrier envelope, including windows, doors, plumbing elements, electrical elements, and mechanical components, including duct penetrations at rooftop mechanical equipment. 1.5 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: 1. Catalog cuts and installation instructions for specified manufactured products. 2. At approved alternate manufacturer, provide average wet film thickness for each substrate, and minimum transition and joint membrane overlaps. 1.6 QUALITY ASSURANCE A. Applicator: Work of this section shall be performed by a single applicator, unless specifically approved otherwise by the Architect. BID DOCUMENTS 072700-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 072700 KENT, WASHINGTON WEATHER RESISTIVE BARRIERS B. Pre-Installation Conference: 1. Administer pre-installation conference in accordance with Section 013119. 2. Schedule meeting prior to installation of weather resistive barrier components. 3. Discuss weather-resistive barrier components and sequence of installation. 4. Discuss all joints and penetrations and proposed methods for sealing. 5. Identify and discuss all special conditions. 1.7 DELIVERY, STORAGE,AND HANDLING A. In accordance with Section 015000. I PART2 - PRODUCTS 2.1 MATERIALS A. Air/Moisture Barrier System: Vaproshield, LLC (Gig Harbor, WA; 866-731-7663); 1. Weather Resistive Barrier: "Wrapshield IT". 2. Flashing: a. Liquid Flashing: "VaproLiqui-Flash". b. Sheet Flashing: VaproFlashing 3. Tape: VaproShield "VaproTape," single or double sided, as applicable. 4. Adhesive: VaproShield "VaproAdhesive." 5. Manufacturer and product are specified for construction, quality, performance and/or appearance. Provide specified product or approved equal. Alternate products shall meet or exceed the following requirements Construction Tripinlayerspunband.polyprapylane Water Vapor Transmission 308.9 grams/m2/24hrs (50 perms ' Air Permeability 0.0095 L/sfm2 or 0.0019 amf/ft2 . _ B. Liquid Applied Weather-Resistive Barrier System: 1. Acceptable Products: a. "RGuard Cats" by Prosoco (Lawrence KS; 800-255-4255); b. "Tyvek Fluid-Applied WB System" by Tyvel Pont(Wilmington, DE; 800-448-9835). 2. Provide accessories as provided by or approved by manufacturer including, but not limited to, transition membranes, primers, liquid flashing products, sealants and flashing membranes. C. Membrane Flashing: Grace Ultra, butyl based high temp self-adhered membrane (for use at roof penetrations as indicated and other similar locations). D. Sealant Systems: 1. Silicone Sealant: Neutral cure, low modules, unless otherwise recommended by alternate approved weather-resistive barrier manufacturer. 2. Primer: As recommended by sealant manufacturer for the application. E. SPF (Sprayed Polyurethane Foam) Sealant: Furnish one-or two-component, foamed-in-place, polyurethane foam sealant with the following characteristics: 1. Density: 1.5 to 2.0 pcf. 2. Flame Spread (ASTM 1 25 or less. 3. Acceptable Materials: Flexible Products. F. Sheet Metal Closures: 1. Minimum 24 gage prefinished galvanized steel. 2. Custom fabricated to fit the conditions. G. Accessories: Provide surface conditioners, primers, mastic, tape, and other accessories as specified by or acceptable to the manufacturer of each product. H. Fasteners: Copolymer coated galvanized steel,or stainless steel. ,I '" BID DOCUMENTS 072700-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 072700 KENT,WASHINGTON WEATHER RESISTIVE BARRIERS PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 PREPARATION A. Coordinate work with other trades as necessary to form a continuous weather-resistive barrier envelope for the building. B. Install joint treatment at masonry wall in accordance with manufacturer's instructions. C. Apply primer in compliance with manufacturer's printed instructions. D. Install (lashings and transitions in accordance with manufacturer's instructions. 1. Install flexible flashing as indicated and as specified below. 2. Trim flexible flashing so that it will not be exposed in the finished work. 3. Coordinate installation of flexible flashing with installation of sheet metal flashing elements. 4. Install in accordance with the manufacturer's recommendations for each condition. 5. Provide flexible flashing and penetration sealant as indicated and in the following locations to seal joints and penetrations between WRB layer and the following: a. Concrete foundation walls. b. Roof membrane. C. Pipe, conduit, and electrical box penetrations. d. Window and door frames. 6. Provide flexible flashing at parapet tops as necessary to link to the WRB layers on both sides of the parapet walls. 7. Provide flexible flashing to seal the joint between sheet metal closure angles and WRB layer. 8. Provide materials separation where required and do not lap or place flexible flashing in direct contact with roofing membrane. 3.3 INSTALLATION A. Weather Resistive Barrier Installation: 1. After transition membrane is installed, spray,trowel, or brush a complete and continuous unbroken film of liquid membrane at an average wet film thickness of 90 mils (47 mils DFT). Overlap transition membrane a minimum of 1 inch. Apply around all projections ensuring a complete and continuous air seal. 2 Apply to recommended thickness for substrate. 3. Allow product to cure and dry. 4. Back roll as necessary to ensure there are no pinholes, voids or gaps in the membrane. 5. Inspect membrane before covering. Repair any punctures, translucent or damaged areas by applying additional material. B. Filling Joints, Seams and Cracks 1. Apply a thick bead of liquid flashing to all sheathing joints, seams and cracks. On plywood, spot wood knots, deep cracks or surface irregularities. 2. Use a DRY joint knife, trowel or spatula to tool and spread the product. Spread 1 inch beyond seam at each side to a thickness of 12 to 15 mils. 3. Allow to skin before installing other waterproofing or air barrier components. C. Waterproofing Rough Openings 1. Apply a bead of liquid flashing in each corner of the rough opening. Apply additional liquid flashing in a zigzag pattern to the exterior framing inside the rough opening. Spread the wet product to create an opaque, monolithic flashing membrane. 2. Apply a thick bead of liquid flashing in a zigzag pattern to the exterior wall surrounding the rough opening. Spread the product to create an opaque, monolithic flashing membrane at 12 to 15 mils which surrounds the rough opening and extends 4 to 6 inches over the face of the exterior wall. BID DOCUMENTS 072700-3 12111118 LAKE MERIDIAN BATHHOUSE SECTION 072700 KENT, WASHINGTON WEATHER RESISTIVE BARRIERS 3. Allow treated surfaces to skin before installing windows, doors and other wall assembly, waterproofing or air barrier components. D. Flashing Transitions 1. Apply a generous bead of liquid flashing to the top edge of the flashing leg. 2. Spread the wet product to create a monolithic"cap flash"flashing membrane extending 2-inches up the vertical face of the exterior wall and down over the fastener heads of the flashing termination bar. This "liquid termination bar" helps secure the flashing and ensures positive drainage from the wall surface to the flashing. 3. Allow treated surfaces to skin before installing other wall assembly,waterproofing or air barrier components. E. Foam Sealant: 1. Seal holes in electrical boxes, including around wire openings. 2. Seal penetrations which cannot be sealed with flexible flashing. 3. Provide lightgage sheet metal angle edge trim at gypsum board edges to receive sealant. F. Special Construction: 1. Provide custom fabricated sheet metal enclosures around recessed light fixtures and similar elements which penetrate weather resistive barrier assemblies. 2. Mechanical Curbs: a. Rigid insulation boards at equipment curbs are installed as a part of the roofing subcontract. b. Foam seal joints between rigid insulation boards. Cut boards as necessary to allow foam penetration between the boards. c. Foam seal joints between rigid insulation board and adjacent curb construction. d. After installation of rooftop mechanical unit and ducts, foam seal the joint between the rigid insulation boards and the ducts. END OF SECTION .I f BID DOCUMENTS 072700-4 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 074623 KENT, WASHINGTON WOOD SIDING AND TRIM PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Exterior siding and soffits. 2. Exterior and interior trim. 3. Exterior wood paneling. 4. Related flashings, accessories, and fastenings. B. Related Sections: 1. 061000 - Rough Carpentry: Substrate. 2. 064000 -Architectural Woodwork: Interior wood trim. interior paneling. 3. 076200 - Sheet Metal Flashing and Trim: Metal flashing. 4. 072700—Weather Resistive Barriers: Liquid-applied air and moisture resistive underlayment 5. 079200 - Joint Sealants:Joint fillers. 6. 099000 - Painting: Finishing of wood siding and trim. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. West Coast Lumber Inspection Bureau (WCLIB): Standard Grading Rules for West Coast Lumber. B. Product Standard: PS-20 American Softwood Lumber Standard, 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: Submit for plywood siding. C. Submit Samples: 1. Each type of proposed fastener. 2. Each type of siding furnished under this section. Samples shall be accurate representations of materials which will be installed in the Work and shall be large enough to show characteristics of the materials which will be visible in the finished work. Siding purchase shall not occur until samples are approved by the Architect. 1.4 QUALITY ASSURANCE A. Material Review: Deliver to the site a minimum of 400 board feet of each type of wood material to be used on the job. Obtain Architect's approval of materials prior to installation. Approved sample materials will be used as standard of approval for remaining materials. Approved materials may be used in the work. 1.5 DELIVERY AND STORAGE A. Deliver products to site under provisions of Section 016000. B. Wood materials shall be allowed to acclimate to the site prior to work under this section. Wood materials shall be stored, stickered, and under cover at the site for a minimum of seven days prior to priming, finishing and installation. PART 2 - PRODUCTS 2.1 MATERIALS A. Wood Siding: BID DOCUMENTS 074623-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 074623 KENT, WASHINGTON WOOD SIDING AND TRIM - r ----------------- ---__ ----—........ ...... ........ . ... ......._.._., _ ... 1. T&G Siding: Western red cedar; A Grade or Better; tongue and groove 1x6; WC-134 pattern in accordance with WCLIB standard grading rules; kiln dried; smooth texture and v-groove on exposed face. 2. Channel Siding: Western red cedar; A Grade or Better; profile to match existing 1x8; in accordance with WCLIB standard grading rules; kiln dried; smooth texture and channel on exposed face. B. Wood Trim: Western red cedar; S1S2E, except provide S4S, in accordance with PS-20, at locations where 2 sides (not including edges)are exposed in the finished work; kiln dried; A Grade or Better; smooth; sizes as indicated on Drawings. 2.2 ACCESSORIES A. Nails: Hot dipped galvanized,stainless steel, or aluminum siding nails; blunt medium diamond point with ring-threaded shank or medium needle point with ring-treaded shank; size and strength to securely and rigidly retain the work; sufficient length to penetrate substrate a minimum of 1-1/2 inches. B. Siding Screws: °Dacrotized", "Rustpert", or hot dip galvanized; trim head; self taping for steel framing; sufficient length to penetrate metal framing a minimum of 1/2 inch. C. Weather-Resistive Barrier (underlayment): As specified in Section 072700. D. Flexible Flashing: As specified in Section 072700, PART 3 • EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully examine the installed work of other trades and verify that such work is complete to the point where work of this section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 PREPARATION A. Back Kerfing: Back kerf trim and siding where necessary to prevent warpage and where indicated on Drawings. B. Priming: After site acclimation and prior to installation, prime siding and trim in accordance with Section 099000. Prime all sides and edges. 3.3 INSTALLATION A. Verify that weather-resistive barrier and flexible flashing has been installed in compliance with Section 072700, B. Install metal flashings at sills, and head of wall openings to ensure water flow to the exterior. C. General Installation Requirements for Siding and Trim: 1. Arrange components to encourage watershed. Securely fasten in place, aligned, level,and plumb. Cut board ends over bearing surfaces. 2. Exercise care when site cutting. Cut edges shall be smooth and clean. 3. Allow 1/8 inch space for sealant at adjacent construction, and between siding and trim. 4. Align coursing wherever possible. 5. Fabricate exposed surfaces of special shapes to a uniform profile free of saw marks and other surface irregularities. 6. Components shall be plumb and level unless indicated otherwise. D. General Fastening Requirements: 1. Surfaces to Receive Stain: Nail flush with siding surface. 2. Surfaces to Receive Paint: Countersink nails and putty overflush with adjacent surfaces. 3. Arrange for orderly nailing pattern. 4. Adhesive joints shall have no squeeze out. BID DOCUMENTS 074623-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 074623 KENT, WASHINGTON WOOD SIDING AND TRIM E. T&G Siding: 1. Blind nail at 16 inches on center at each framing member. Nails shall fully penetrate sheathing. 2. Provide one screw per board at each vertical lightgage framing member. 3. Install siding to minimize the number of butt joints. Butt joints where unavoidable shall be made over a stud and staggered between courses. 4. Fasten siding with bevel edge facing the exterior; smooth side out. 5. Install horizontal T&G siding with tongue edge up. 6. Rip siding and trim as necessary to lap to weather. 7. Provide 1 inch square cedar fillets at inside corners. 8. Caulk each joint with Type S sealant as specified in section 079200. Apply sealant to each joint so as to not extrude from the joint on the exposed side. F. Trim: 1. Nail securely at each support. 2. At solid backing, fasten securely with nails 1 inch from the edge at 12 inches on center. 3. Allow space for sealant and flashing. 4. Special Requirements for Exterior Fiberboard Trim: a. Miter outside corners where ever possible. Where not possible sand all exposed edges smooth and flush with adjacent surfaces. b. Use exterior filler at all nail holes and surface imperfections, and sand smooth to match adjacent surfaces. c. Do not nail into edges of material. d. Exterior glue at all non-moving joints. e. Do not allow uncoated surfaces to remain exposed to moisture. END OF SECTION BID DOCUMENTS 074623-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 076100 KENT, WASHINGTON SHEET METAL ROOFING PART1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Standing seam metal roofing, including sheet metal flashing, gutters and downspouts, and accessories directly related to the metal roofing system. 2. Sheathing at metal roof assembly. 3. Rigid insulation at metal roof assembly. B. Related Sections: 1. 061000 - Rough Carpentry: Roof Sheathing, 2. 076200 - Sheet Metal Flashing and Trim: Flashing for built-up roofing; copings; materials specified under this Section. 3. 077160 — Fall Protection Anchors: Coordinate anchor location w/ roofing seams. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitutions will be considered only under the terms and conditions of Section 016000, 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. A653 - Steel Sheet, Zinc Coated, (Galvanized),or Zinc-Iron Alloy Coated by the Hot Dip Process. 2. D659 - Method for Evaluating Degree of Chalking of Exterior Paints. 3. D2244- Method for Instrumental Evaluation of Color Differences of Opaque Materials. B. Sheet Metal and Air Conditioning Contractors National Association (SMACNA): Architectural Sheet Metal Manual. 1.3 SYSTEM DESCRIPTION A. System shall be designed and installed to preclude entrance of water to the building interior. B. Installed system shall be capable of resisting wind uplift equivalent to that required for Underwriters Laboratories, Inc. Class 90. 1.4 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: Submit for all materials and proprietary systems proposed for the work. Include published literature on UL wind uplift classification for roofing system, if available. C. Shop Drawings: 1. Indicate material profile, jointing pattern,jointing details, fastening methods, (lashings, penetrations, and installation details. 2. Include manufacturer's installation instructions for manufactured items incorporated in work. D. Samples: Submit a minimum of 3 samples of roofing material, with finish and texture proposed for the s work. 1.5 QUALITY ASSURANCE A. Installer: Company specializing in sheet metal roofing installation with minimum three years documented experience in installations of type and scope similar to that of this project. B. Pre-Installation Meeting: In accordance with Section 013119. 1. Administer a pre-roofing meeting prior to starting the work of this Section. 2. Require in attendance the following parties: a. Owner b. Architect d C. General Contractor .6 BID DOCUMENTS 076100-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 076100 KENT, WASHINGTON SHEET METAL ROOFING d. Roofing Installer e. Sheet Metal Installer f. Roofing manufacturer's representative 3. Agenda: Review field conditions, procedures, details, anchorage methods including details of fixed and sliding connections, provisions for thermal movement, and sequence of construction. Discuss and determine responsibility for protection of the work during and after construction, and subsequent maintenance of the roofing system. 1.6 DELIVERY, STORAGE,AND HANDLING A. Store products in accordance with Section 016000. B. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. C. Protect stored materials from heat and direct sunlight. D. Prevent contact with materials during storage which may cause discoloration or staining. 1.7 ENVIRONMENTAL REQUIREMENTS A. Do not apply waterproofing during inclement weather or when air temperature is below 40 degrees F. 1.8 GUARANTEE/WARRANTY A. Furnish in accordance with Section 017700. B. Installer Guarantee: Furnish guarantee from the installer that metal roofing system will be watertight under all weather conditions, for a minimum period of 2 years from the date of Substantial Completion. C. Manufacturer's Warranty: Furnish manufacturer's warranty against defects in materials. ❑. Finish Warranty: Furnish non-prorated 20 year warranty covering loss of film integrity, color change, and chalking. Finish on installed materials shall not show a color change greater than 5 NBS color units, per ASTM D2244, and shall not show chalking in excess of 8, per ASTM D659. PART2 - PRODUCTS 2.1 SHEET METAL ROOFING SYSTEM A. Manufacturer- One of the following, subject to compliance with Drawings and specifications: 1. Basis of Design: AEP Span (Tacoma WA; 800-733-4955) 2. Subject to compliance with Drawings and Specifications, products from the following manufacturers would be considered for substitution: a. Petersen Aluminum Corporation b. Berridge c. Tomen TBC. B. Roofing System: 1. Standard: System shall consist of cleat retained standing seam metal roofing pans; 12" nominal width; seam height 1"to 1-3/4";AEP Span "Design Span hp". 2.2 SHEET MATERIALS A. Galvanized Steel: 24 gage core steel with ASTM A653 G90 galvanized coating;flat surface. B. Finish: Finish as indicated in drawings. C. Protective Backing Paint: Manufacturer's standard wash coat finish. 2.3 ACCESSORY MATERIALS A. Fasteners: 1. Nailers, Cleats, and Other Concealed Applications: a. Hot dip galvanized; sizes as recommended by the roofing materials manufacturer. b. Fasteners sized for penetration of deck material. BID DOCUMENTS 076100-2 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 076100 KENT, WASHINGTON SHEET METAL ROOFING 2. Exposed Applications: Galvanized steel with soft neoprene washers, factory prefinished to match roofing color. B. Vapor Barrier/Retarder: One of the following: 1. GAF Materials Corporation (Fontana, CA;951-360-4200); "StormGuard". 2. W.R. Grace (800-354-5414); "Grace Select: C. Insulation: Polyisocyanurate insulation; fiberglass facers only(no organic or felt facers allowed). Calculate R values based on LTTR values. l 1. Standard: Hunter"H-Sheild CG" panels or approved equal. D. Underlayment: 1. Standard: Grace Ultra, High Temp self-adhered membrane or approved equal. E. Sealant: As recommended by the manufacturer of the roofing materials. F. Touch-up Paint: Manufacturer's special color-matched material, formulated for retouching fluoropolymer finishes. G. Fastener Clip: UL 90 rated 18 gauge G-90 Galvanized steel,40 ksi yield strength, triple fastener type. H. Bearing Plate: 24 gauge 4"x6"Zincalume0 coated steel bearing plate with raised profile for drainage I. Fasteners: Per manufacturer's recommendation. a. Gunnable Grade Caulking: Single component polyurethane caulk. b. Tape sealant: Butyl J. Pipe Flashing: Dektite or approved equal. 2.4 FABRICATION A. Fabricate cleats and starter strips from minimum 20-gage galvanized steel sheet material, unless recommended otherwise by the metal roofing manufacturer. B. Apply strippable film for protection during shipping, fabrication and installation. C. Cut and form in accordance with approved shop drawings, using recognized sheet metal practices. Perform cutting with clean: sharp properly aligned shearing tools;do not saw or file edges of sheets. D. Form pieces in full continuous lengths. Transverse seams in roof panels are not acceptable. E. Fabricate flashing and sheet metal, including gutters, in accordance with the requirements specified in Section 076200. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully examine installed work of other trades and verify that such work is complete to the point where work of this section may properly commence, Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. C. Verify that substrate is clean, dry, and smooth, free of depressions, waves, and projections. Verify that items required to penetrate roof are solidly set. 3.2 VAPOR RETARDER A. Apply vapor retarder shingle fashion to form a continuous weather barrier. B. Fasten each layer securely in position. C. Lap each layer a minimum of 2 inches; provide minimum 6 inch side laps. j ' BID DOCUMENTS 076100-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 076100 KENT, WASHINGTON SHEET METAL ROOFING 3.3 ROOF INSULATION INSTALLATION A. Install roof insulation over deck and tightly butted. Secure with screw fasteners and plastic plates as necessary to prevent blow off or damage prior to installation of the rest of the metal roof assembly. B. Edges shall be tightly butted without deformation. C. Protect insulation from weather exposure at all times until roofing is installed. D. Provide insulation thickness for an R value indicated on the Drawings 3.4 ROOFING INSTALLATION A. Underlayment: 1. Apply underlayment shingle fashion toform a continuous weather barrier. 2. Install in compliance with manufacturer's instructions, including flashing at penetrations and lapping dimensions. B. Perform metal roofing work in accordance with roofing manufacturer's instructions. C. Install starter strips, edge strips, flashing receivers, valley liners, and cleats before starting installation of roofing sheets; nail cleats at 12 inches on center, using two nails per cleat,or, where cleats are continuous, space nails two per foot. D. Install each roofing pan as a single continuous piece. Install systems to allow for expansion of the panels. E. Install ridge caps, valley pans, and other flashing and sheet metal as single continuous lengths to the greatest extent possible. F. Conceal fasteners wherever possible. G. Seal all joints, except for factory sealed standing seams; seal intersections of standing seams. H. Install cap flashings into receivers and secure with color matched neoprene gasketed screws at maximum 24" o.c. I Coordinate and schedule work such that the membrane roofing is complete prior to installation of the metal roofing system. J. Touch-up all scratched and damaged surfaces with matching material. Replace all components which cannot be touched up or otherwise repaired with new conforming materials. K. Center metal roof panels on roof penetrations, roof vents and fall protection anchors. END OF SECTION BID DOCUMENTS 076100-4 12111118 LAKE MERIDIAN BATHHOUSE SECTION 076113 KENT, WASHINGTON SHEET METAL ROOFING ACCESSORIES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Standing seam sheet metal roofing accessories, including closures and ridge vent. 2. Membrane flashing at roof penetrations. B. Related Sections: 1. 061000 - Rough Carpentry: Blocking and curbs. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitutions will be considered only underthe terms and conditions of Section 016000. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. A653 - Steel Sheet, Zinc Coated, (Galvanized),or Zinc-Iron Alloy Coated by the Hot Dip Process. 2. D659 - Method for Evaluating Degree of Chalking of Exterior Paints. 3. D2244 - Method for Instrumental Evaluation of Color Differences of Opaque Materials. B. Sheet Metal and Air Conditioning Contractors National Association (SMACNA): Architectural Sheet Metal Manual, Fifth Edition 1993. 1.3 SYSTEM DESCRIPTION ' A. System shall be designed and installed to preclude uncontrolled passage of water through the sheet metal roofing assembly. 1.4 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: Submit for all materials and proprietary systems proposed for the work. C. Shop Drawings: 1. Indicate material profile,jointing pattern,jointing details, fastening methods, (lashings, penetrations, and installation details. 2. Include manufacturer's installation instructions for manufactured items incorporated in work. D. Samples: Submit a minimum of 3 samples of finish for proposed metal fabrication, with finish, color, and texture proposed for the work. 1.5 QUALITY ASSURANCE A. Installer: Company specializing in sheet metal roofing installation with minimum three years documented experience in installations of type and scope similar to that of this project. 1.6 DELIVERY, STORAGE,AND HANDLING A. Store products in accordance with Section 016000. B. Stack preformed and prefinished material to prevent twisting, bending, or abrasion, and to provide ventilation. C. Protect stored materials from heat and direct sunlight. D. Prevent contact with materials during storage which may cause discoloration or staining. 1.7 WARRANTY j A. Furnish warranties in accordance with Section 017700. B. Prior to acceptance of work, furnish written two year warranty covering repairs required to maintain metal roofing system and associated flashing in watertight condition. Warrant installed system against } defects due to faulty materials and workmanship. r BID DOCUMENTS 076113-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 076113 KENT, WASHINGTON SHEET METAL ROOFING ACCESSORIES C. Furnish non-prorated 5 yearwarranty covering loss of film integrity, color change, and chalking. Finish on installed materials shall not show a color change greater than 5 NBS color units, per ASTM D2244, and shall not show chalking in excess of 8, per ASTM D659. PART 2 - PRODUCTS 2.1 SHEET MATERIALS A. Galvanized Steel: 24 gage core steel with ASTM A653 G90 galvanized coating; flat surface. B. Factory (Coil) Finish: Minimum 70 percent resin Kynar 500 or Hylar 5000 fluoropolymer system meeting the requirements of AAMA 2605, color to match color of existing metal roofing. C. Protective Backing Paint: Manufacturer's standard wash coat finish. 2.2 ACCESSORY MATERIALS A. Fasteners: 1. Exposed Applications: Galvanized steel with soft neoprene washers, factory prefinished to match metal roofing color. B. Sealant: As recommended by the manufacturer of the metal roofing materials. C. Membrane Flashing: Grace Ultra, butyl based high temp self-adhered membrane (for use at roof penetrations as indicated and other similar locations). D. Corners, Trim, Metal Closure Pieces, Caps, and Associated Flashing: Same material, thickness, and finish as metal roof and wall panels; preformed to required angles and profiles, in accordance with the approved shop drawings. E. Rubber Closures: Neoprene closures set in sealant for use at ridges of the existing standing seam metal panels. F. Touch-up Paint: Manufacturer's special color-matched material, formulated for retouching fluoropolymer finishes. 2.3 FABRICATION A. Cut and form in accordance with approved shop drawings, using recognized sheet metal practices. Perform cutting with clean, sharp properly aligned shearing tools; do not saw or file edges of sheets. B. Form pieces in longest practical lengths. C. Fabricate flashing and sheet metal in accordance with the requirements specified in Section 076200. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully examine installed work of other trades and verify that such work is complete to the point where work of this section may properly commence, Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. C. Verify that substrate is clean, dry, and smooth, free of depressions, waves, and projections. Verify that items required to penetrate panel system are solidly set. 3.2 SHEET METAL ROOFING INSTALLATION A. Install metal roofing accessories as indicated and in accordance with manufacturer's instructions. B. Install flashing and sheet metal elements as single continuous lengths to the greatest extent possible. Install in accordance with the requirements specified in Section 076200. BID DOCUMENTS 076113-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 076113 KENT, WASHINGTON SHEET METAL ROOFING ACCESSORIES _............... _m .. ................. ....... C. Touch-up all scratched and damaged surfaces with matching material. Replace all components which cannot be touched up or otherwise repaired with new conforming materials. END OF SECTION i I i ;f ti 'I BID DOCUMENTS 076113-3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 076200 KENT, WASHINGTON SHEET METAL FLASHING AND TRIM PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Sheet metal flashing and trim. 2. Requirements for flashing and sheet metal provided in other Sections. B. Related Sections: 1. 061000 - Rough Carpentry: Wood blocking, nailers, and grounds. 2. 076113—Sheet Metal Roofing Accessories 3. 086213 - Unit Skylights. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D, Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM) 1. A167 - Stainless and Heat-Resisting Chromium-Nickel Steel Plate, Sheet, and Strip. 2. A653- Steel Sheet, Zinc Coated, (Galvanized),or Zinc-Iron Alloy Coated by the Hot Dip Process. 3. B32 - Solder Metal 4. B209-Aluminum and Aluminum-Alloy Sheet and Plate. B. Federal Specifications (FS): FS SS-C-153 - Cement, Bituminous, Plastic. C. Sheet Metal and Air Conditioning Contractors National Association (SMACNA): Architectural Sheet Metal Manual, Fifth Edition. 1.3 SYSTEM DESCRIPTION A. Provide flashing and trim systems to prevent water leakage to the building interior. B. Fastening systems shall allow for the thermal movement of the materials without buckling, loosening, and leakage. 1.4 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: Catalog cuts and installation instructions for manufactured products. C. Shop Drawings: Indicate materials, gages, profiles,jointing patterns,jointing details,fastening methods, and installation details. Include schedule of each type and profile of flashing to be furnished for instillation under Section 042113. D. Samples: Submit three samples representative of finish and color of prefinished flashing materials. 1.5 QUALITY ASSURANCE A. Applicator: Company specializing in sheet metal flashing work with 5 years minimum experience. B. Unless indicated or specified otherwise, perform work in accordance with the recommendations of SMACNA. 1.6 DELIVERY, STORAGE,AND HANDLING A. In accordance with Section 016000. B. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation. C. Prevent contact with materials during storage which may cause discoloration, staining, or damage. 1.7 GUARANTEE A. Submit in accordance with Section 017700. BID DOCUMENTS 076200-1 12111/18 V LAKE MERIDIAN BATHHOUSE SECTION 076200 KENT, WASHINGTON SHEET METAL FLASHING AND TRIM B. Furnish guarantee from the installer of each system that metal flashings will properly shed water to the roof or to the building exterior, under all weather conditions, for a minimum period of two years from the date of Substantial Completion. Leaks due to failure of flashing materials, and due to improper installation shall be promptly repaired at no expense to the Owner, and that watertightness of the repair will be demonstrated to the Owner. C. For coil-coated sheet metal materials, furnish from the coatings installer non-prorated 20-year warranty against failure of film integrity, and against fade and chalking. j PART 2 - PRODUCTS 2.1 SHEET MATERIALS A. Prefinished Galvanized Steel Sheet: 1. ASTM A653 steel sheet with G90 galvanized coating or ASTM A792 steel sheet with AZ60 aluminum/zinc coating; 24 gage unless noted otherwise; factory prefinished with 70 percent resin Kynar 500 or Hylar 5000 coating, Color to match Metal Sales 'Tundra'with Fluropon, #432R1145 unless otherwise indicated. 2. Manufacturers: a. Metal Sales, Kent,WA; (253-872-5750) b. AEP-Span, Dallas TX; (214-827-1740; 800-527-2503). c. Centria, Moon Township PA(800-759-7474). B. Pre-primed Steel Sheet for Shop Applied Paints: ASTM A653;G90 galvanized finish; 24 gage unless noted otherwise; Factory applied epoxycoating to receive field and shop applied paint finishes; available from Pacific Metals (800-777-4544). C. Stainless Steel: ASTM A167; Type 302 or 304. 2.2 ACCESSORIES A. Epoxy/Urethane System: 1. Epoxy Primer: Tnemec Series 69 Hi-Build Epoxoline, Carboline 888, Ameron "Amercoat 385," or approved. 2. Urethane Finish Coats: Tnemec Series 75 "Endura-Shield III"Acrylic Polyurethane Enamel, Carboline "D833,"Ameron "Amercoat 450SA," or approved;semi-gloss or satin sheen; custom colors as selected by the Architect. B. Furnish with factory fabricated end caps and downspout leaders. I C. Curbs: 1. One of the following: a. Roof Products and Systems Corporation (RPS) (Bensenville, IL; 800-624-8642)."EG2A." I b. ThyCurb(Farmers Branch, TX; 800-777-2872) "TC-3.". 2. Description: a. Box section design, constructed using minimum 18 gauge galvanized steel,with fully mitered and welded corners). b. Internally reinforced on any side longer than 3'-0"with factory internal base plate. c. Curbs shall be insulated with 1 1/2"thick 31b. density fiberglass insulation, and shall have factory installed wood nailers fastened from underside. Height to be 8" above the finished roof or as detailed. 3. Flashing, Packing And Sealant: Provided under Division 15. D. Fasteners: 1. Furnish bonded stainless steel /neoprene sealing washers for exposed applications. 2. Finish exposed fasteners to match material being fastened. 3. Material: a. Galvanized Steel Sheet: Use galvanized steelor stainless steel. b. Aluminum Sheet and Stainless Steel: Stainless Steel. 4. Use screws when fastening into wood or sheet metal. 5. Use expansion anchors or drive pins when fastening into concrete or masonry. ,I 4 BID DOCUMENTS 076200-2 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 076200 KENT, WASHINGTON SHEET METAL FLASHING AND TRIM E. Sealants: 1. Butyl Rubber Type- One of the Following: a. "Butyl Sealant" by Tremco, Inc. SealantAfVeatherproofing Division; Beachwood, OH; 800-321-7906; 216-292-5000) It. "BP-400" by Adco Global, Inc. (800-248-4010). 2. Polyurethane Sealant- One of the Following: a. "Chem-Calk 900" by Bostik Construction Products (Huntington Valley, PA; 800-221-8726; 215-674-5600). b. "Dynatrol I" by Pecora Corp. (Harleysville, PA; 800-664-7903; 215-799-7528). c. "Sonclastic NP I" by Sonneborn/Chem Rex (Shakopee, MN; 800-433-9517; 952-496-6000). F. Reglets: 1. Fry Reglet Cc or approved; configurations as indicated. 2. Galvanized steel with factory applied Kynar coating Stainless steel. 3. For reglets to be embedded in concrete provide covered ends to prevent infiltration. 4. Provide stainless steel drive pins and neoprene gaskets for surface applied reglets. G. Solder: ASTM B32. H. Cold Galvanizing Compound: ZRC Worldwide, "ZRC Cold Galvanizing Compound," or approved product meeting the requirements of FS DOD-P-21035. I. Flexible Boot Pipe Flashing: Portals Plus (708/766-5240, 800/774-5240) "Alumi-Flash"with EPDM boots, or approved; sized to match pipe diameter; split type with sealing hardware where necessary for installation at penetrating items which cannot be disconnected for top access. Furnish stainless steel draw bands, adapters, connection hardware, and sealants as necessary for a complete and weather tight installation. J. Flexible Flashing: "Grace Ultra," by W.R. Grace (800-354-5414), or approved. 2.3 FABRICATION A. General Requirements: 1. Field measure site conditions prior to fabricating work. 2. Form sections true to shape, accurate in size, square, and free from distortion or defects. 3. Fabricate cleats and starter strips of same material as sheet; interlockable with sheet. 4. Form pieces in longest practical lengths, except as limited by expansion joint requirements. 5. Non-Moving Joints: Shop fabricate to the greatest practical extent. a. Solder all non-moving shop fabricated joints in steel and stainless steel flashing; [weld all non-moving joints in aluminum flashing and trim;] b. Prefinished Galvanized Steel: Lap joints 1 inch, minimum; accurately cut and fit as necessary to maintain profile; embed contact surfaces in sealant; rivet with stainless steel or color matched coated steel pop rivets at 3 to 4 inches o.c. 6. Hem exposed edges on underside 1/2 inch; miter and seam corners. 7. Shop fabricate corner sections with non-moving corner joints and 18 inch long legs. 8. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form drip. 9. Form seams lapped in the direction of water flow. B. Fabricate all flashing to detail, in accordance with referenced SMACNA Architectural Sheet Metal Manual details, and as specified below. Use minimum 24 gage prefinished galvanized steel sheet unless indicated or specified otherwise. 1. Counterflashing and Receivers: Removable type; SMACNA Fig 4-4 snaplock or screw-retained configuration; shop fabricated corners; crimped ends to permit lapping at end-to-end joints; 1 Inch at receivers; 3 inches at counterflashing. 2. Lead Drain Flashing: Dimension for minimum 12 inches between edge of drain and edge of flashing, all around; furnish in one continuous piece, including at drain/overflow locations. Furnish to roofer for installation in the roofing system at the drains. 3. Pipe Penetrations: SMACNA plate Fig 4-15, B or C as applicable; provide two pieceflashing at 4- 15B. Provide flexible boat pipe flashing at the locations indicated. Furnish to roofer for installation in the roofing system. BID DOCUMENTS 076200-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 076200 KENT, WASHINGTON SHEET METAL FLASHING AND TRIM 4. Drain Screens: Fabricate removable screens from 1/4 inch hardware cloth,formed and soldered into a ball shape with a smaller cylindrical base for insertion into the drain. Providefor all drainage outlets in gutters. 5. Cap Fascia: SMACNA Figure 2-6; 2-5C (butt and back-up plate joint). 6. Embedded Flashing: Fabricate embedded flashing with provisions for removable counter flashing (SMACNA Figure 4-4 snaplock or screw-retained configuration;shop fabricated corners). Fabricate all receivers and (lashings which are built into brick veneer, precast concrete, cement plaster, and other similar construction, of 24 gage stainless steel. Fully exposed and removable counter flashing which is connected to embedded flashing may be 24 gage prefinished j galvanized sheet. Supply embedded flashing to the appropriate installers for installation as a part of their Work. C. Shop Finishes: 1. Polyurethane Special Finish: a. Prepare surface in accordance with the manufacturer's recommendations. b. Primer: Spray apply in accordance with manufacturer's current printed instructions, 2 to 3 mils over previously primed surfaces, 4 to 6 mils over pretreatment primer and unprimed surfaces. C. Finish: Spray apply in accordance with manufacturer's current printed instructions to finish film thickness of to mils finish film thickness. t d. Locations: Provide at(lashings where, because of gage or fabrication requirements prefinished metal is impractical.. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 INSTALLATION A. Coordinate and sequence flashing installation with the work of other Sections. Furnish flashing to 4 other trades as necessary for installation as a part of the work of other Sections. B. Use flexible flashing in locations indicated,and under all copings and curb flashings. C. Install starter and edge strips, and continuous cleats before starting installation. D. Fastening: 1. Secure flashings using continuous cleats whenever possible. Use exposed fasteners only at the backside of copings, and at other locations not exposed to public view, unless otherwise approved by the Architect. 2. Fit(lashings tight in place. Make corners square, surfaces true and straight in planes, and lines accurate to profiles. 3. Insert counterflashings into receivers to form tight fit; where snap fit is not provided, secure in place with stainless steel sheet metal screws, 16" o.c., maximum. Stagger counterflashing joints with receiver joints 4. Insert(lashings into reglets to form tight fit; secure in place. E. Make watertight connections between scuppers and adjacent roofs, walls, and(lashings. Seal all laps.. F. Joints: 1. Install metal flashings (including embedded (lashings and reglets)with provision for plus or minus 1/16 inch thermal movement at each end; provide expansion joints at 12'-0" o.c., maximum. 2. Seal concealed lap joints in with two parallel beads of butyl sealant; use butyl sealant where bedding sealant is indicated or required. i l BID DOCUMENTS 076200-4 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 076200 KENT, WASHINGTON SHEET METAL FLASHING AND TRIM 3.3 FIELD TESTING A. Upon request of the Architect, demonstrate that installation is completely watertight by hosing with water as directed. END OF SECTION BID DOCUMENTS 076200-5 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 077160 KENT, WASHINGTON FALL PREVENTION DEVICES PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Roof mounted fall prevention devices. B. Related Section: 1. 075200— Modified Bituminous Membrane Roofing: Coordination. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 SUBMITTALS r A. Make submittals in accordance with Section 013300. B. Product data. PART 2 - PRODUCTS 2.1 FALL PREVENTION DEVICES A. Manufacturers 1. Basis of Design: Specified components are manufactured by Guardian Fall Protection Inc., (Kent WA; 253-854-5877) and are specified as the established standard of quality. 2. Acceptable Manufacturers: Subject to compliance with requirements, other manufacturers offering fall prevention devices comparable in configuration and performance and which are judged by the Architect to be equivalent to those specified may be considered for acceptance for the Work. B. Accessories: Anchors and fasteners tested for substrate and structure assembly and approved byfall protection device manufacturer. ITW Buildex by Illinois Tool Works Inc., or Rawl by BPB Rawlplug, or approved. C. Manufactured Assemblies: 1. Standard Roof Anchors: Guardian CB-18 Series anchors, each a welded assembly consisting of top U-bolt eyelet, pipe upright, and base plate. 2. Steel Upright: 2-1/2-inch ID steel pipe, height varies to suit roof construction. 3. Steel U-Bolt: 112 inch cold rolled steel bar, bent to 2-inch clear diameter U-shape. 4. Base Plate: 3/8-inch steel plate punched with holes for attachment to roof deck. D. Roof Anchor Finish: Hot-dip galvanized after fabrication per ASTM Al23/A123M-02. PART 3 - EXECUTION 3.1 INSPECTION A. Verify that roof deck, supports, and other items affecting the work of this Section are complete and r positioned correctly. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 INSTALLATION A. Install components in accordance with manufacturer's instructions, and as indicated. Coordinate with installation of wood and metal deck, roofing, flashing, and other trades as necessary to ensure secure and watertight installation. END OF SECTION BID DOCUMENTS 077160-1 12111/18 a LAKE MERIDIAN BATHHOUSE SECTION 079200 KENT, WASHINGTON JOINT SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Cleaning and preparation ofjoint surfaces. 2. Sealant and backing materials. B. Related Sections: 1. 076200 - Sheet Metal Flashing and Trim: Sealants, furnished and installed as part of flashing and sheet metal work. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. C1193 - Guide for Use of Joint Sealants. 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: Submit for each sealant material used. Include manufacturer's surface preparation, priming, and installation instructions for each proposed sealant. C. Samples: 1. Submit cured samples of each sealant type and color proposed for the work. 2. For each sealant type indicated for"color as selected," or for which no color is indicated, submit color card indicating available stock colors from manufacturer's complete line of pre-formulated colors for each type of sealant. 3. For custom colors, request color selection from the Architect prior to sample submittal. Custom colors to match grout joints in tile shall match the sample submitted from the tile installer as specified in Section 093000. D. Quality Control Submittals: 1. Schedule of sealant types, colors and respective locations. 2. Letter from the sealant manufacturer stating that the Type S sealant has been tested for compatibility (including resistance to staining and adhesion) with adjacent materials and is acceptable for use in the Project. 1.4 QUALITY ASSURANCE A. Installers: 1. Use only skilled workmen specially trained in the techniques of sealing, and familiar with the published recommendations of the manufacturers of the sealants being used. 2. Installers shall be capable of demonstrating successful completion of a minimum of three projects similar in type and scope to that of this project, within the Puget Sound area within the past 2 years. B. Verify that sealants are compatible with the substrates and accessory materials provided under other Sections. Send examples of adjacent materials to the Type S sealant manufacturer for compatibility testing. Notify Architect of evidence of incompatibility. 1.5 ENVIRONMENTAL CONDITIONS A. Unless recommended otherwise by the manufacturer, install sealant systems as follows: 1. Do not apply sealant when ambient temperatures are below 40 degrees F, or expected to fall below 40 degrees F before sealant cure is complete. 2. Do not apply sealant to substrates or accessories that are moist. BID DOCUMENTS 079200-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 079200 KENT, WASHINGTON JOINT SEALANTS ............ ._................._ ...... 1.6 GUARANTEE A. Furnish guarantees in accordance with Section 017700. B. Furnish a 2 year installer's guarantee covering defects in installation. C. Furnish Type S sealant manufacturer's 20 year material guarantee. PART2 - PRODUCTS j 2.1 SEALANTS A. Type S - Neutral Cure Silicone Sealants: 1. Dow Corning, 790 Silicone Building Sealant, or 795 Silicone Structural Glazing and Weatherproofing Sealant." 2. Pecora "890 Architectural Silicone Sealant." 3. Spectrem 3 by Tremco Incorporated. B. Type PT: ASTM C920, Type M, Grade P, class 25; Tremco "THC 900", Sonneborn/ChemRex "Sonolastic SL 2", Pecora "Urexpan NR-200", or approved; standard colors as selected. C. Type PTNS: ASTM C920, Type M, grade NS, Class 25, Use T; Pecora "Dynatred,"Tremco "THC901," Sika "Sikaflex-2c INS TG," or approved; custom colors to match the Architect's samples. D. Type STPE: ProSoCo (Lawrence, KS; 800-255-4255) "R Guard Air Dam" or approved. E. Type A: ASTM C834; Tremco "Acrylic Latex Caulk," Pecora "AC-20,"Sonneborn/ChemRex "Sonolac," or approved; standard colors to match adjacent construction. F. Type SM: Mildew Resistant Silicone Sealant: USDA approved; Dow Corning 786 by Dow Chemical, 898 Silicone" by Pecora (800-523-6688), Sonolastic Omniplus by Sonneborn/ChemRex, Sanitary 1702 Silicone Sealant by GE Silicones/General Electric Company, or approved; clear color. 2.2 COMPRESSIBLE FOAM TAPE A. Precompressed self-adhesive open cell polyurethane foam tape; grey or black color; "Greyflex" by Emseal Joint Systems, Ltd., "Will-Seal" by Illbruck., or approved. B. Furnish tape in thickness recommended by the manufacturer for widths of joints to be filled. 2.3 ACCESSORY MATERIALS A. Primer: Non-staining type, recommended by sealant manufacturer to suit application. B. Joint Cleaner: Non-corrosive and non-staining type, recommended by sealant manufacturer; compatible with joint forming materials. C. Backer Rod: Closed or open cell foam as recommended by the sealant manufacturer for the application; round profile; thickness approximately 130 percent of joint width. D. Bond Breaker: Pressure sensitive tape recommended by sealant manufacturer to suit application. E. Vent Tubes: Polyvinyl chloride or other non-staining material; 1/4 to 3/8 inch inside diameter; length to penetrate joint backing and project a minimum of 1/8 inch beyond the sealant. Design tube to allow for free movement of air between outside environment and cavity, and preventwater entry under negative pressure; baffle if required. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is :d complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes 1 acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. d BID DOCUMENTS 079200-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 079200 KENT, WASHINGTON JOINT SEALANTS C. Verify joint dimensions and conditions are acceptable to receive the work of this Section. 3.2 PREPARATION A. Clean and prepare joints in accordance with manufacturer's instructions. Remove any loose materials and other foreign matter which might impair adhesion of sealant. B. Apply masking tightly around joints to protect adjacent surfaces from excess sealant. C, Prime as required for proper bond to substrate materials. D. Backing Materials: 1. Place backer rod to achieve proper sealant width/depth ratios and to prevent sealant sag. 2. Use bond breaker where there is insufficient depth to use joint filler. 3. Do not use backer rod and bond breaker at joints to receive Type PTNS sealant. 3.3 INSTALLATION A. Perform work in accordance with ASTM C1193, unless specified otherwise or recommended otherwise by the sealant manufacturer. B. Apply sealant within recommended temperature ranges. C. Joint Profile: 1. Sealant beads shall have a sectional width to depth ratio of 2 to 1, unless specified otherwise or recommended otherwise by the sealant manufacturer. 2. Install Type PTNS sealant full depth in tile expansion joints with no backer rod. D. Tooling: 1. Tool joints concave, unless indicated or specified otherwise. Finish to uniform profile and depth, free of air pockets, embedded matter, ridges, and sags. 2. Tool type PTNS sealant to match groutjoint profile. 3.4 CLEANUP A. Clean adjacent surfaces free of excess sealant as the work progresses. Use cleaning agents recommended by the sealant manufacturer. B. Upon completion, remove and dispose of masking. 3.5 PROTECTION A. Protect sealant in joints subject to dirt, moisture, and traffic during the sealant curing process. Protection shall be able to resist traffic while remaining securely in position. 3.6 SCHEDULE A. Type S: Provide at all exteriorjoints, unless specified otherwise; colors as selected from manufacturer's complete line for each type of sealant. B. Type PT: Provide at all exterior and interior horizontal joints subject to traffic and abrasion, unless specified otherwise; standard colors as selected from manufacturer's complete line of pre-formulated colors. C. Type STPE: Interior side of openings prior to installation of door or window. D. Type A: Provide at all interiorjoints, unless specified otherwise. END OF SECTION BID DOCUMENTS 079200-3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 081113 KENT, WASHINGTON HOLLOW METAL DOORS AND FRAMES ._...... .................. PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Rolled steel doors and frames. 2. Accessories. B. Related Sections: r 1. 081400 - Wood Doors: Doors for metal frames. 2. 087100 - Door Hardware. 3. 087300 - Door and Hardware Installation: Installation of doors and related hardware. 4. 099000 - Painting: Field painting of doors and frames. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. American National Standards Institute (ANSI): A250.8 -SDI-100 Recommended Specifications for Standard Steel Doors and Frames. B. American Society for Testing and Materials (ASTM) 1. A366 - Specification for Steel, Carbon, Cold Rolled Sheet, Commercial Quality. 2. A569 - Specification for Steel, Carbon (0.15 Maximum Percent), Hot Rolled Sheet and Strip, Commercial Quality. 3. A653 -Specification for Steel Sheet, Zinc-coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by Hot-Dip Process. C. International Building Code (IBC) D. National Fire Protection Association (NFPA): NFPA 80 - Fire Doors and Windows. E. Steel Door Institute (SDI): SDI-105 - Recommended Erection Instructions for Steel Frames, 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Literature: Submit manufacturer's published literature for doors and frames. C. Shop Drawings: 1. Frames: Indicate configuration, anchor types and spacings, location of cutouts for hardware, reinforcement, and finish. 2. Doors: Indicate elevations, internal reinforcement, closure method, and cutouts for hardware, i glazing and louvers. 1.4 QUALITY ASSURANCE A. Conform to requirements of ANSI A250.8. B. Regulatory Requirements: 1. Installed frame and door assembly shall conform to NFPA 80 for fire rated class indicated. 2. Where doors are noted with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, or any other testing laboratory approved by the local code authorities, to meet the hourly fire rating noted. Assemblies shall meet IBC requirements for positive pressure. 3. Where a hollow metal frame is used as a glazed opening in an interior fire rated wall assembly, the frame shall be labeled to match the fire rating required for a door assembly in the fire rated wall, except in a 1 hour rated exit corridor wall assembly, the glazed frame shall be labeled to a 45 minute rating. In a 1 hour fire rated corridor wall assembly, where the door frame is integral l with the glazed frame, the frame shall have a 45 minute rating. BID DOCUMENTS 081113.1 12111118 LAKE MERIDIAN BATHHOUSE SECTION 081113 KENT, WASHINGTON HOLLOW METAL DOORS AND FRAMES 4. Include "S" label on fire rated door assemblies which are located at 1 hour rated exit corridors. 1.5 DELIVERY, STORAGE AND HANDLING A. In accordance with Section 016000. B. Protect doors and frames with factory installed protective packaging. Maintain protective packaging until installation commences. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Members of the Steel Door Institute and of the National Association of Architectural Metal Manufacturers, subject to compliance with the specified requirements. 2.2 MATERIALS A. Steel Sheet: Cold rolled ASTM A366, or hot rolled pickled and oiled sheet conforming to ASTM A569. 2.3 DOORS A. ANSI A250.8; Seamless. B. Minimum 18 gage face sheets for interior doors; minimum 16 gage face sheets for exterior doors. C. Core: 1. Interior Doors: Vertical steel stiffeners with sound deadening fill between stiffeners, or resin impregnated Kraft paper honey comb core. 2. Exterior Doors: Polystyrene or polyurethane foam core. D. Provide continuously welded seamless edges. E. Close top edges of exterior doors flush with steel filler cap; seal joints watertight. F. Cut mortises for butts using appropriate templates; universal non-handed preparation of doors is not acceptable. 2.4 FRAMES A. Design: Double equal rabbet, unless indicated otherwise; fully welded. Fabricate frames with throat dimensions as indicated. Provide 1 inch returns at exterior frames. B. Gages: 1. Exterior Frames: Minimum 14 gage. 2. Interior Frames: Minimum 16 gage for frames of door openings up to and including 4 feet in width; 14 gage for frames greater than 4 feet in width. C. Provide mortar guard boxes at masonry construction. 2.5 ACCESSORIES A. Glazing Stops: Rolled steel channel shape, butted corners; prepared for countersink style tamperproof screws. 2.6 FINISH A. Exterior Units: 1. A60 hot dip galvannealed coating conforming to ASTM A653. 2. Include reinforcing and other internal components. 3. Use zinc rich primer to touch-up galvanized coatings damaged during fabrication. 4. Apply modified epoxy ester baked-on primer to receive epoxy/urethane coating system specified in Section 099000. B. Interior Units: Manufacturer's standard rust inhibitive primer. BID DOCUMENTS 081113-2 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 081113 KENT, WASHINGTON HOLLOW METAL DOORS AND FRAMES PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable u conditions. 3.2 INSTALLATION OF FRAMES A. Install frames in accordance with SDI-105 and in accordance with labeling requirements. B. Coordinate with wall construction for anchor placement. C. Coordinate installation of glass and glazing. D. Coordinate for installation of acoustical insulation at hollow metal frames as specified in Section 098100. Install at frames where doors are scheduled with automatic door bottoms. E. Install accessories. F. Install roll formed steel reinforcement channels between two abutting frames. Anchor to structure and floor. G. Installation Tolerances, Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. H. Door and hardware installation is specified in Section 087300. 3.3 GENERAL COMMISSIONING REQUIREMENTS A. Selected Division 8 materials and systems referenced are to be commissioned per Section 01 91 13 — General Commissioning Requirements. The contractor has specific responsibilities for scheduling, coordination, test development, testing and documentation. Coordinate all commissioning activities with the Envelope Consultant. END OF SECTION i j '� BID DOCUMENTS 081113-3 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 081400 KENT, WASHINGTON WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Wood doors and shutters. B. Related Sections: 1. 087100 - Door Hardware. 2. 087300 - Door and Hardware Installation. 3. 099000 - Painting and Coating 4. 055000 - Metal Fabrications: Custom hardware Components C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. Architectural Woodwork Institute (AWI): Architectural Woodwork Quality Standards, Guide Specifications, and Quality Certification Program; current edition. B. International Building Code (IBC) C. NFPA 80 - Fire Doors and windows. 1.3 SUBMITTALS A. In accordance with Section 013300. B. Product Data: Submit manufacturer's product literature for each type of door. C. Shop Drawings: Indicate door sizes and thickness, materials, stile and rail reinforcement, internal blocking for hardware attachment, cutouts for glazing and louvers, louver details and glazing stops. D. Samples: Submit two 8 x 10 inch samples of each transparent finish species and finish combination proposed. 1.4 QUALITY ASSURANCE A. Regulatory Requirements: 1. Installed frame and door assembly shall conform to NFPA 80 for fire rated class indicated. 2. Where doors are noted with an hourly fire resistance rating, provide door and frame assemblies labeled by Underwriter's Laboratory, or any other testing laboratory approved by the local code authorities, to meet the hourly fire rating noted. Assemblies shall meet IBC requirements for positive pressure. 3. Include "S" label on fire rated door assemblies which are located at 1 hour rated exit corridors. B. Urea-Formaldehyde Free: All materials used to manufacture the door shall be urea-formaldehyde free. 1.5 DELIVERY, STORAGE, AND PROTECTION A. In accordance with Section 016000. B. Package, deliver, and store doors in accordance with AWI requirements. 1.6 WARRANTY A. Furnish manufacturer's standard warranty under provisions of Section 017700. BID DOCUMENTS 081400-1 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 081400 KENT, WASHINGTON WOOD DOORS PART2 - PRODUCTS 2.1 DOORS A. Custom Solid Core Doors and Shutters with V-Groove Profile 1. Approved Manufacturer: Custom fabrication by qualified custom door manufacturer, one of the following, or approved. a. Cascade Door and Trim (Bellevue, WA; 206-930-7500) b. OB Williams Co. (Seattle, WA; 206-623-2494) c. Skagit Architectural Millwork (Mt Vernon, WA; 360 336 9587) 2. AWI Section 1300, Premium grade. 3. Furnish bonded stranded engineered core with solid spines 4. 1-3/4 inch thick, unless indicated otherwise. 5. Face Veneer: 7/8" solid paint grade hemlock veneer, with v-groove profile as indicated. B. Solid Core Flush Doors (Interior): 1. AWI Section 1400, Premium grade. 2. Core: Solid particleboard, unless required otherwise for fire labeling; formaldehyde free. 3. Furnish labeled doors as required to meet the hourly fire rating indicated. 4. Face Veneer: a. Paint Grade Veneer: Paint grade birch. 5. 1-3/4 inch thick, unless scheduled otherwise. 6. At transparent finish doors, edges shall be wood to match face veneer; no finger joints will be permitted except at paint grade doors. 2.2 ACCESSORIES 2.3 FABRICATION PART 3 - EXECUTION 3.1 INSTALLATION A. Install doors and frames as specified in Section 087300, in accordance with manufacturer's instructions, and the fire rated labeling requirements. 3.2 INSTALLATION TOLERANCES A. Maximum Diagonal Distortion: 1/16 inch measured with straight edge, corner to corner. 3.3 ADJUSTING AND CLEANING A. Adjust for smooth and balanced door movement. B. Refer099000 C. Remove door hardware prior to painting. END OF SECTION t i BID DOCUMENTS 081400-2 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 083100 KENT, WASHINGTON ACCESS DOORS AND PANELS PART1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Fire resistive rated and non-rated access doors and frames and accessories. B. Related Sections: 1. 092900 - Gypsum Board: Finishes for concealed access doors. 2. 099000- Painting: Field paint finish. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000, 1.2 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data. Include sizes, types, finishes, scheduled locations, and details of adjoining work. 1.3 QUALITY ASSURANCE A. Where an access door is required in fire rated construction, the access door assembly shall be labeled by Underwriter's Laboratory, Warnock Hersey, or any other testing laboratory approved by the local code authorities, to meet the hourly fire resistance rating of the construction in which the access door is installed. PART2 - PRODUCTS 2.1 WALL AND CEILING ACCESS DOORS A. Acceptable Manufacturers: 1. Milcor LP. (Lima OH; 800-441-6899). 2. The Williams Brothers Corporation of America (Front Royal, VA; 800-255-5515). 3. Nystrom Products Co. (Minneapolis MN; 612-781-7850). 4. Karp Associates, Inc. (Maspeth NY;718-784-2105). 5. JL Industries (Bloomington, MN; 612-835-6850) B. Door Types: 1. Fire Rated Metal Access Door: a. Flush type design. b. 16 gage frame; minimum 20 gage welded pan door panel insulated with non-combustible filler c. Self closing and self latching, with interior latch release d. Fully concealed pin type hinges or continuous piano hinge, 175 degree opening. e. Ring turn latch; furnish 2 at latch edges greater than 30 inches in length. f. Key operated cylinder lock. 2. Non Rated Concealed Drywall Access Door: a. Flush type design, with integral attachment flange and drywall bead for flush installation. b. Minimum 16 gage frame; minimum 14 gage door panel. C. Fully concealed pin type hinges or continuous piano hinge, 175 degree opening. d. Latches: Screw driver operated cam type. e. Key operated cylinder lock. C. Sizes: Approximately 12" x 12" size for hand access, 22" x 22" size for man entry, unless indicated otherwise; furnish custom sizes as necessary. D. Finish: Galvanized steel with wiped coat finish; prime units with manufacturer's standard primer to receive paint coatings as specified in Section 099000. Provide stainless steel access doors at restrooms, and other moist locations. BID DOCUMENTS 083100-1 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 083100 KENT, WASHINGTON ACCESS DOORS AND PANELS PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable r conditions. C. Verify rough openings for door and frame are correctly sized and located. 3.2 INSTALLATION A. Install access doors of sizes and in locations as indicated. Provide access doors for access to balancing and fire dampers, trap primers, valves, fans, terminal units, and other equipment requiring periodic inspection through finished walls and ceilings, whether indicated or not. Coordinate access requirements with other trades. B. Provide concealed access doors at all gypsum board locations, except where fire rated doors are required. C. Install frames plumb and level in wall and ceiling openings, with plane of door surface in accurate alignment with plane of wall or ceiling surface. D,. Secure rigidly in place in accordance with manufacturer's instructions. END OF SECTION i f BID DOCUMENTS 083100-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 085113 KENT, WASHINGTON ALUMINUM WINDOWS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Fixed and operable aluminum windows. B. Related Sections: 1. 079200- Joint Sealant: Perimeter sealants. 2. 088000 - Glazing: Requirements for glass and glazing. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. E. A portion of the work of this Section is by Alternate only. Refer to Section 012300. 1.2 REFERENCES A. American Architectural Manufacturer's Association (AAMA). 1. 101-97.2 Voluntary Specifications for Aluminum Prime Windows and Sliding Glass Doors. 2. 1502.7-88 Voluntary Test Method for Condensation Resistance of Windows, Doors, and Glazed Wall Sections. 3. 1503.1-88 Voluntary Test Method for Thermal Transmittance of Windows, Doors, and Glazed Wall Sections. B. American National Standards Institute (ANSI). 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Literature: Submit manufacturer's complete product literature. C. Shop Drawings: Include wall opening and component dimensions, wall opening tolerances required, anchorage and fasteners, flashings, affected related work, relationship to adjacent construction, and other installation requirements. D. Finish Sample: For each finish type proposed for the work, submit three samples, minimum 2"x4", of aluminum finished with system and color proposed for the finished work. 1.4 DELIVERY, STORAGE, AND HANDLING A. In accordance with Section 016000. 1.5 QUALITY ASSURANCE: A. Installers: Under the direct supervision of the manufacturer of the aluminum framed glazing system. Minimum 3 years experience. B. Pre-Installation Conference: 1. Conduct conference at the project site to comply with Requirements of Section 013119. 1.6 MANUFACTURER'S WARRANTY A. Furnish manufacturer's standard five year written warranty excecuted to the Owner, from the manufacturer of each aluminum framed glazing system, against defects in materials and workmanship in accordance with Section 017700. 1.7 GUARANTEE A. Furnish, from the installer, a two year written guarantee against defects in installation in accordance with Section 017700. BID DOCUMENTS 085113-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 085113 KENT, WASHINGTON ALUMINUM WINDOWS PART2 - PRODUCTS 2.1 ALUMINUM WINDOWS AND SLIDING DOORS A. Approved Manufacturer: EFCO Corporation, (Monett, MO; 800- 221-4169) Kawneer Corporation, (Norcross, GA; 770-449-5555) Arcadia Corporation, (Seattle, WA; 260-786-9657) B. Projected Windows: 1. Series PX32 and SX45; thermally improved type. 2. HC-40 performance requirements in accordance with ANSI/AAMA 101 88. C. Finish: 1. Finish for Exposed Aluminum Surfaces: Dark Bronze Anodized 2. Steel Anchorages and Supports: Clean and apply rust resistant primer. 3. Isolate aluminum from dissimilar materials D. Performance Requirements: 1. Thermal Transmittance: Maximum U=0.50 when tested in accordance with AAMA 1503.1. 2. Condensation Resistance: Maximum 45 when tested in accordance with AAMA 1502.7. E, Glazing: As specified in Section 088000. F, Motor Operator(at Alternate only): G. Provide special extrusions or sealed backing plates as required to form a solid watertight surface on which to receive backer rod and sealant systems as specified in Section 079200, PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that work is complete to the point where work of this section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of conditions and responsibility for defective installation caused by prior observable conditions. 3.2 INSTALLATION A. Coordinate dimensions, tolerances, and method of attachment with adjacent construction. Anchorage method shall allow sufficient adjustment to accommodate construction tolerances and irregularities. B. Install window units in accordance with manufacturer's instructions. C. Align unit plumb, level, and free of warp or twist. Maintain uniform clearances around window perimeter. D. Provide minimum .032 inch thick matching aluminum sheet flashing in the locations as required to maintain drainage to the building exterior. E. Perimeter sealant is specified in Section 079200. F. Adjust operable hardware on unit for smooth operation and tight fit of sash. 3.3 CLEANING A. Remove all protective materials from prefinished aluminum surfaces. B. Wash down exposed surfaces using a solution of mild detergent in warm water, applied with soft, 4 clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. C. Retouch damage finishes with matching material recommended by the finish coating manufacturer. END OF SECTION BID DOCUMENTS 085113-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 085113 KENT, WASHINGTON ALUMINUM WINDOWS BID DOCUMENTS 085113-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 086213 KENT, WASHINGTON UNIT SKYLIGHTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Factory fabricated glass skylights. B. Related Sections 1. 061000 - Rough Carpentry: Blocking; skylight curb. 2. 076100—Sheet Metal Roofing 3. 079200- Joint Sealants. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. Architectural Aluminum Manufacturer's Association AAMA: 1606 -Voluntary Uniform Load Structure Standard for Plastic Domed Skylights 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B, Complete product data and installation instructions. C, Shop Drawings: Submit at scale to show all components in relation to each other and to other construction; sizes, method of waterproofing and anchorage. 1.4 QUALITY ASSURANCE ' A. Manufacturer Qualifications: Minimum five years experience in the production of skylights of the type specified. PART 2 - PRODUCTS 2.1 SKYLIGHT A. Approved Product: Crystalite (Everett, WA; 800-666-6065); "Series 3962;"fixed Aluminum frame skylights with glass glazing. B. Products by the following complying with the Drawings and Specifications will be considered for substitution: 1. Naturalite/EPI, Garland Texas, 2. O'Keefe's Inc, San Francisco CA. C. Description: Aluminum frame and glass glazing; dimensions as indicated. D. Frame: Aluminum frame with full penetration heliarc welded mitered corners; dark bronze anodized finish; thermal break design. E. Glass Glazing: Single, clear, laminated glass glazing, thickness in compliance with AAMA Bulletin 1601.1. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. BID DOCUMENTS 086213-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 086213 KENT, WASHINGTON UNIT SKYLIGHTS B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 PREPARATION A. Coordination: Coordinate with work of other trades for installation into work. 3.3 INSTALLATION A. Install skylights in accordance with the manufacturer's installation instructions, and in accordance with the approved shop drawings. 3.4 CLEANING A. Upon completion, clean skylights according to manufacturer's instructions; remove labels. END OF SECTION BID DOCUMENTS 086213-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT, WASHINGTON DOOR HARDWARE PART1 - GENERAL 1.1 SUMMARY A. Provide all items of finish hardware for the project included herein, including appropriate fasteners and miscellaneous materials as required to complete the work of the section and provide a proper installation. B. Related Sections: 1. 082100—Wood Doors 2. 087300 - Door And Hardware Installation 3. 055000 —Metal Fabrications (Custom door hasp fabrications) 1.2 REFERENCES: A. American National Standards Institute—ANSI 156.18— Materials and Finishes. B. ANSI Al 17.1 —Specifications for making buildings and facilities usable by physically handicapped people. C. ADA—Americans with Disabilities Act of 1990 D, BHMA— Builders Hardware Manufacturers Association E, DHI — Door and Hardware Institute F. NFPA— National Fire Protection Association 1. NFPA 80 — Fire Doors and Windows 2. NFPA 101 — Life Safety Code 3. NFPA 105—Smoke and Draft Control Door Assemblies 4. NFPA 252— Fire Tests of Door Assemblies 1.3 SUBMITTALS & SUBSTITUTIONS A. Finish Hardware Schedule: 1. Submit schedule per Division 1. Organize vertically formatted schedule into "Hardware Sets" with index of doors and headings, indicating complete designations of every item required for each door or opening. Include following information: a. Type, style, function, size, quantity and finish of hardware items. Use BHMA Finish codes per ANSI At56.18. b. Name, part number and manufacturer of each item. C. Fastenings and other pertinent information. d. Location of hardware set coordinated with floor plans and door schedule. e. Explanation of abbreviations, symbols, and codes contained in schedule. f. Door and frame sizes, materials and degrees of swing. g. Catalog cuts. h. Manufacturer's technical data and installation instructions for electronic hardware. 2. Promptly incorporate any corrections and changes in the reviewed submittal and return six copies of the revised schedule to the contractor for his use and distribution. B, Keying Schedule: 1. After receipt of the approved finish hardware schedule, the finish hardware supplier shall arrange a meeting with the owner, through the contractor, to determine the keying requirements for the project. At this meeting, the keying system and all lock functions will be reviewed to insure they are functionally correct. C. Samples: 1. Upon request, submit material samples. D. Templates: 1. Upon receipt of the approved hardware schedule, the hardware supplier shall furnish hardware templates to the contractor for each fabricator of doors, frames and other work associated with the hardware. d BID DOCUMENTS 087100-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT, WASHINGTON DOOR HARDWARE E. Miscellaneous: 1. The contractor is to provide to the owner two sets of any special tools shipped with the finish hardware products required for maintenance and installation. 2. Furnish as-built/as-installed schedule with closeout documents, including keying schedule, wiring/riser diagrams, manufactures warranties, manufacturers' installation, adjustment and maintenance information, and supplier's final inspection report. 1.4 QUALITY ASSURANCE: A. Qualifications: 1. Hardware supplier shall be a direct factory contract supplier who employs a certified architectural hardware consultant(AHC), available at reasonable times during course Work for project hardware consultation to Owner, Architect and Contractor. 2. Hardware: New, free of defects, blemishes and excessive play. Obtain each kind of hardware (latch and locksets, exit devices, hinges and closers)from one manufacturer. 3. Fire-Rated Openings: In compliance with NFPA 80. Hardware UL10C/UBC-7-2 (positive pressure) compliant for given type/size opening and degree of label. B. Substitutions: 1. To assure a uniform high quality of materials for the project, it is intended that only specified items be furnished. Make substitution request in accordance with Division 1. C. Regulatory Requirements: 1. Provide hardware for fire rated openings, whether specified or not in compliance with NFPA Standard #80 and local building code requirements. 2. Provide hardware which meets or exceeds handicap accessibility per local building code requirements. 1.5 DELIVERY, STORAGE AND HANDLING: A. Coordinate delivery to appropriate locations (shop or field). B. Acceptance at Site: Items individually packaged in manufacturers' original containers, complete with proper fasteners and related pieces. Clearly mark packages to Indicate contents, locations in hardware schedule and door numbers. C. Storage: Provide locked storage area for hardware, protect from moisture, sunlight, paint, chemicals, etc... 1.6 PROJECT CONDITIONS: A. Where exact types of hardware specified are not adaptable to finished shape or size of members requiring hardware, provide suitable types having as nearly as practical as the same operation and quality as type specified, subject to Architect's approval. 1.7 SEQUENCING AND COORDINATION: A. Coordinate work of this section with work of other sections under provisions of Division 1. B. Conduit and raceways as needed for electrical, electronic and electro-pneumatic hardware items. Fire/life-safety system interfacing. Point-to-point wiring diagrams plus riser diagrams to related trades. C. Furnish manufacturer templates to door and frame fabricators. 1.8 WARRANTY A. The finish hardware shall have a limited warranty against defects in workmanship and operation for a period of one year from date of substantial completion and the following items are as shown: 1. Closers: Thirty years mechanical, two years electrical. 2. Exit Devices: Three years. 3. Locksets: Three years 1.9 COMMISSIONING: A. Test door hardware operation with climate control system and stairwell pressurization system both at rest and while in full operation. BID DOCUMENTS 087100-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT, WASHINGTON DOOR HARDWARE ___ ...... _....... — _...._...-_ -- B. Test electrical, electronic and electro-pneumatic hardware systems for satisfactory operation. C. Test hardware interfaced with fire/life-safety system for proper operation and release. PART2 -PRODUCTS 2.1 MANUFACTURERS: A. Any item shown in the hardware schedule, but not listed below shall be supplied as shown unless otherwise approved by the Architect. f ITEM -,MANUFACTURER;- -- -._ACCEPTABLE SUB: Barn Door Hardware (RW) Richards-Wilcox Hinges (MK) McKinney Ives, Bommer, Locks (RU) Corbin Russin Owner Standard Silencers (RO) Rockwood Trimco, Ives Push & Pull Plates (RO) Rockwood Trimco, Ives Kickplates (RO) Rockwood Trimco, Ives Stops & Holders (RO) Rockwood Trimco, Ives Seals & Bottoms (PE) Pemko National Guard B. Provide hardware items required to complete the work in accordance with these specifications and manufacturers' instructions. 1. Include items inadvertently omitted from this specification. Note these items in submittal for review. 2. Where scheduled item is now obsolete, bid and furnish manufacturers updated item at no additional cost to the project. 2.2 HANGING MEANS: A. Conventional Hinges: Hinge open widths minimum, but, of sufficient throw to permit maximum door swing. Steel or stainless steel pins and concealed bearings. 1. Three hinges per leaf to 7 foot, 6 inch height. Add one for each additional 30 inches in height, or any fraction thereof. 2. Extra heavy weight hinges on doors over 36 inches in width. Provide 4 %x 4 '/z on doors up to 36". 5 x 4 'h on doors over 36". 3. Outswinging exterior doors: non-ferrous with non-removable (NRP) pins. 4. Non-ferrous material exteriors and at doors subject to corrosive atmospheric conditions. 5. Provide shims and shimming instructions for proper door adjustment. 2.3 LOCKSETS, LATCHSETS, DEADBOLTS: A. Mortise Locksets and Latchsets: as scheduled. 1. Steel Case with '/<"throw stainless steel anti-friction latchbolt and a 1" throw stainless steel deadbolt. 2. Levers shall be forged brass, bronze or cast stainless steel. 3. Lock shall be field reversible, without opening the case. 4. Lock trim shall incorporate individual lever support springs in each rose or escutcheon. Lever connection by attaching threaded bushings tightened by a spanner wrench. Threaded set screws will not be accepted. Lock spindles shall be two independent inside and outside spindles to prevent manipulation of lock. 5. Strikes: 16 gage curved steel, bronze or brass with 1 inch deep box construction, lips of sufficient ' length to clear trim and protect clothing. 6. Scheduled Lock Series and Design: Schlage L series, 01A design. 7. Certifications: a. ANSI A156.13, 1994, Grade 1 Operational, Grade 1 Security. b. ANSI/ASTM F476-84 Grade 31 UL Listed. .I i 1p BID DOCUMENTS 087100-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT, WASHINGTON DOOR HARDWARE 2.4 OTHER HARDWARE A. Kick Plates: Four beveled edges, .050 inches minimum thickness, height and width as scheduled. Sheet-metal screws of bronze or stainless steel to match other hardware. B. Door Stops: Provide stops to protect walls, casework or other hardware. 1. Unless otherwise noted in Hardware Sets, provide wall type with appropriate fasteners. Where wall type cannot be used, provide floor type. If neither can be used, provide overhead type. C. Thresholds: As scheduled and per details. Substitute products: certify that the products equal or exceed specified material's thickness. Proposed substitutions: submit for approval. 1. Exteriors: Set in full bed of butyl-rubber or polyisobutylene mastic sealant complying with requirements in Division 7 "Thermal and Moisture Protection". Non-ferrous 1/ inch fasteners and lead expansion shield anchors, or Red-Head #SFS-1420 (or approved equivalent) Flat Head Sleeve Anchors (SS/FHSL). 2. Sound control openings: Set in bed of mastic sealant. D. Fasteners: 1. Generally, exposed screws to be Phillips or Robertson drive. 2. Pinned TORX drive at high security areas. 3, Flat head sleeve anchors (FHSL) may be slotted drive. 4. Sheet metal and wood screws: full-thread. 5. Sleeve nuts: full length to prevent door compression. E. Silencers: Interior hollow metal frames, 3 for single doors, 4 for pairs of doors. Omit where adhesive mounted seal occurs. Leave no unfilled/uncovered pre-punched silencer holes. 2.5 HARDWARE FINISH Butts - 630 Satin Stainless Steel Exterior, 626 Dull Chrome interior Locksets—630 Satin Stainless Steel Exit Devices—630 Satin Stainless Steel Closers—689 Aluminum Overhead stops—630 Satin Stainless Steel Thresholds-Aluminum Misc. Hardware —626 Dull Chrome 2.6 KEYING REQUIREMENTS: A. Key System: Initiate and conduct meetings(s)with Owner to determine system keyway(s) and structure, furnish Owner's written approval of the system. 1. Locks to be Masterkeyed to a new Masterkey system. 2. Construction all locks. 3. Furnish 10 construction keys. 4. 6 Masterkeys 5. 3 keys per lock PART 3 - EXECUTION 3.1 ACCEPTABLE INSTALLERS: A. Factory trained, certified, and carries a factory-issued card certifying that person as a "Certified Installer". Alternative: can demonstrate suitably equivalent competence and experience. 3.2 PREPARATION: A. Ensure that walls and frames are square and plumb before hardware installation. B. Locate hardware per SDI-100 and applicable building, fire, life-safety, accessibility, and security codes. Notify Architect of any code conflicts before ordering material. 3.3 INSTALLATION A. Install hardware per manufacturer's instructions and recommendations. Do not install surface- mounted items until finishes have been completed on substrate. Set units level, plumb and true to line and location. Adjust and reinforce attachment substrate for proper installation and operation. BID DOCUMENTS 087100-4 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT, WASHINGTON DOOR HARDWARE 1. Gaskets: install jamb-applied gaskets before closers, overhead stops, rim strikes, etc. Install sweeps across bottoms of doors before astragals, cope sweeps around bottom pivots, trim astragals to tops of sweeps. 2. When hardware is to be attached to existing metal surface and insufficient reinforcement exists, use RivNuts, NutSerts or similar anchoring device for screws. B. Locate floor stops not more than 4 inches from the wall. C. Drill pilot holes for fasteners in wood doors and/or frames. D. Lubricate and adjust existing hardware scheduled to remain. Carefully remove and give to Owner items not scheduled for reuse. 3.4 ADJUSTING A. Adjust and check for proper operation and function. Replace units, which cannot be adjusted to operate freely and smoothly. 1. Hardware damaged by improper installation or adjustment methods to be repaired or replaced to Owner's satisfaction. B. Inspection: Use hardware supplier. Include suppliers with closeout documents. C. Follow-up inspection: Installer to provide letter of agreement to Owner that approximately 6 months after substantial completion, installer will visit Project with representatives of the manufacturers of the locking devices and door closers to accomplish following: 1. Re-adjust hardware. 2. Evaluate maintenance procedures and recommend changes or additions, and instruct Owner's personnel. 3. Identify items that have deteriorated or failed. 4. Submit written report identifying problems and likely future problems. 3.5 DEMONSTRATION: A. Demonstrate electrical, electronic and pneumatic hardware systems, including adjustment and maintenance procedures. 3.6 PROTECTIONICLEANING: A. Cover installed hardware, protect from paint, cleaning agents, weathering, carts/barrows, etc. Remove covering materials and clean hardware just prior to substantial completion. B. Clean adjacent wall, frame and door surfaces soiled from installation/reinstallation process. 3.7 SCHEDULE OF FINISH HARDWARE A. See door schedule in drawings for hardware set assignments. B. HARDWARE SETS HW SET 1 (RESTROOM SLIDING BARN DOORS) EACH TO HAVE: OTY DESCRIPTION CATALOG NUMBER FINISH MFIR 1 EA OVERHEAD BOX TRACK ND 232'TRACK -_.......... GALV� -� RW 4 EA SIDEWALL MOUNTING 0232.00121ZC ZINC RW BRACKET 2 EA TRUCK HANGER 2321.00003 ZINC RW 1 EA CONCEALED GUIDE AND 0105 ALUM RW CHANNEL 2 EA END BLIND 0232.00007 GALV RW WALL AND DOOR HASP FABRICATIONS PER SECTION 055000 '' BID DOCUMENTS 087100-5 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT,WASHINGTON DOOR HARDWARE HW SET 2 (STORAGE SLIDING BARN DOOR) EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 .......EA _ OVERHEAD BOX TRACK NO 232 TRACK GALV RW 6 EA SIDEWALL MOUNTING 0232.00121ZC ZINC RW BRACKET 3 EA TRUCK HANGER 232L00003 ZINC RW 1 EA CONCEALED GUIDE AND 0105 ALUM RW CHANNEL 2 EA END BLIND 0232.00007 GALV RW WALL AND DOOR HASP FABRICATIONS PER SECTION 055000 HW SET 3 (SLIDING SHUTTERS) EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA OVERHEAD BOX TRACK NO 232 TRACK GALV RW 4 EA SIDEWALL MOUNTING 0232.00121ZC ZINC RW BRACKET 2 EA TRUCK HANGER 2321.00003 ZINC RW 2 EA END BLIND 0232.00007 GALV RW WALL AND DOOR HASP FABRICATIONS PER SECTION 055000 HW SET 4 (SWINGING DOOR AT LIFEGUARD) EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH_ MFR .T .... ..._ 3 EA HINGE (HEAVY WEIGHT) T4A3786 NRP US26D MK 1 EA ROLLER LATCH 594 US26D RO 1 EA DEADBOLT DL4113 M17 626 RU 2 EA DOOR PULL 92-RKW CFC US32D RO 1 EA DOOR STOP & HOLDER 491 S EXP US32D RO 1 EA GASKETING S88BL 17' PE 2 EA KICK PLATES K1050 10"X 2" LDW CSK 630 RO HW SET 5 (SWINGING DOOR AT STORAGE) EACH TO HAVE: OTY DESCRIPTION .CATALOG NUMBER FINISH MFR g EA HINGE (HEAVYWEIGHT T4A3786 NRP US26D MK 1 EA ROLLER LATCH 594 US26D RO 1 EA DEADBOLT DL4113 M17 626 RU 2 EA DOOR PULL 92-RKW CFC US32D RO 1 EA DOOR STOP & HOLDER 491S EXP US32D RO 2 EA KICK PLATES K1050 10'X 2"LDW CSK 630 RO BID DOCUMENTS 087100-6 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT, WASHINGTON DOOR HARDWARE HW SET 6 (SWINGING DOOR AT LIFEGUARD W/C) EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA TN P,VY GE (HE WEIGHT) T4A3786 NRp .w ....___ US26D MK 1 EA PRIVACY LOCK ML2020 NSB M19V 630 RU 1 EA WALL STOP 406 US32D RO HW SET 7 (SWINGING DOOR AT MECHANICAL CHASE) EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HINGE HEAVY WEIGHT T4A3786 - - - mmm US26,Dm ...._, MK 1 EA DEADBOLT DL4113 M17 626 RU 2 EA DOOR PULL 92-RKW CFC US32D RO 1 EA WALL STOP 406 US32D RO 3 EA SILENCER 608-RKW RO END OF SECTION 087100 i i r BID DOCUMENTS 087100-7 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 087300 KENT, WASHINGTON DOOR AND HARDWARE INSTALLATION PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Installation of hardware specified in Section 087100. 2. Installation of hollow metal doors. B. Related Sections: 1. 081113 = Hollow Metal Doors and Frames. 2. 083100 -Access Doors and Panels. 3. 087100 - Door Hardware. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. 1.2 REFERENCES A. Hollow Metal Manufacturer's Association (1-1 840 - Installation and Storage of Hollow Metal Doors and Frames. B. National Fire Protection Association (NFPA): 80 - Fire Doors and Windows. C. American National Standards Institute (ANSI): A250.8 - SDI-100 Recommended Specifications for Standard Steel Doors and Frames. D. The Door and Hardware Institute (DHI): Recommended Locations for Architectural Hardware for Standard Steel Doors and Frames. 1.3 SUBMITTALS A. Certification: After completion of hardware installation, submit written certification attesting that hardware has been installed in accordance with manufacturer's templates and written instructions. 1.4 QUALITY ASSURANCE A. Installers of doors and finish hardware shall be skilled mechanics experienced in this type of work. B. Fire rated doors and hardware shall be installed in accordance with the labeling requirements. 1.5 ENVIRONMENTAL CONDITIONS A. Do not subject wood doors to abnormal heat, dryness, or humidity, or sudden changes thereof. Condition doors to average prevailing humidity prior to hanging. PART 2 - PRODUCTS 2.1 DOORS, FRAMES, AND HARDWARE A. Doors, frames and hardware are specified in other sections. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 DOOR INSTALLATION A. Install doors in accordance with the door manufacturer's printed instructions. BID DOCUMENTS 087300-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 087300 KENT, WASHINGTON DOOR AND HARDWARE INSTALLATION B. Install doors plumb and square in associated frames maintaining specified clearances. C. Except where specified otherwise in the respective door sections, maintain clearances of 1/8 inch at jambs and heads, 1/8 inch at meeting stiles for pairs of doors, and 1/2 inch from bottom of door to top of decorative floor finish or covering, except where threshold is shown or scheduled provide 1/4-inch clearance from bottom of door to top of threshold. D. Install hollow metal doors in accordance with ANSI A250.8 and HMMA 840. E, Install fire rated doors in accordance with NFPA 80. I F, Install doors to operate freely, but not loosely, free from hinge bound conditions, sticking or binding. Do not install in frames which would hinder operation of doors. G, Ensure doors are free from rattling when in latched position. 3.3 FINISH HARDWARE INSTALLATION A. Install hardware plumb, level and true to line in accordance with manufacturer's templates, printed instructions and Project conditions. B. Install fire rated hardware in accordance with NFPA 80. C. Where cutting and fitting is required on substrates to be field painted or similarly finished, install, fit, remove and store hardware prior to finishing. Reinstall hardware after finishing operations are completed. D. Do not install surface mounted items until finishes have been completed on the substrate. E, For substrates which are not factory prepared for hardware: 1. Mortise work to correct size and location without gouging, splintering or causing irregularities in exposed finish work. 2. Fit faces of mortised components snug and flush without excessive clearance. F. Coordinate installation of electronic hardware with electrical service and fire alarm system as applicable. G. Hardware Locations: The following is a general listing and may contain items which do not apply to this Project. 1. Butt Hinges: a. Top: 5 inches from inside head of frame down to top of hinge. b. Bottom: 10 inches from finish floor to bottom of hinge. C. Intermediate: Equally spaced between top and bottom hinges. 2. Pivots: a. Top and Bottom: According to manufacturer's templates. b. Intermediate: Equally spaced between top and bottom pivots. 3. Locksets and Latchsets: 38 inches from finish floor to centerline of knob or lever. 4. Deadlocks and Deadlatches: 48 inches from finish floor to centerline of cylinder. 5. Push/Pull Latches: 45 inches from finish floor to centerline of latchbolt. 6. Exit Devices: 38 inches from finish floor to centerline of cross bar or touch bar. 7. Door Closers: a. Degree of door swing as indicated in Hardware Schedule approved by Architect, or if not indicated, locate to permit maximum door swing. b. Locate on interior side of exterior doors. C. Locate on stair side of doors at stairways. d. Locate on room side for doors in public areas, corridors and other similar areas. 8. Push/Pull Bar Sets: a. Horizontal push bar centered at 42 inches above finish floor, extending full width from centerline to centerline of door stiles extending full width with bar ends centered at 4 inches from each edge of door. 9. Door Pulls (Mounted Independently): Centerline of grip at 42 inches above finish floor, centered between door edge and glazed opening, or centerline of pull 3inches from door edge if door is not glazed. W 1 BID DOCUMENTS 087300-2 12111118 LAKE MERIDIAN BATHHOUSE SECTION 087300 KENT, WASHINGTON DOOR AND HARDWARE INSTALLATION 10. Push Plates (Mounted Independently): Centerline 45 inches above finish floor, centered between door edge and glazed opening, or 2 inches from plate edge to door edge if door is not glazed. 11. Wall Stops: Place on adjacent wall at height to contact knob, lever or pull. 12. Wall Stop/Holders: Place on adjacent wall immediately above base materials positioned such that door will strike bumper and prevent door hardware from hitting wall. Place within 3 inches of latch edge of door. 13. Floor Stops and Floor Stop/Holders: Place to permit maximum swing of door and to prevent door hardware from hitting wall. Place within 3 inches of latch edge of door, and out of foot traffic. 14. Overhead Stops or Holders: Degree of door swing as indicated in Hardware Schedule approved by Architect, or if not indicated, locate to permit maximum door swing. 15. Kick Plates and Armor Places: Mount on push side, 1/8 inch above bottom edge and centered. 16. Stretcher Plates: Mount on push side, top edge 36 inches above finish floor and centered. 17. Mop Plates: Mount on pull side, 1/8 inch above bottom edge and centered. 18, Electrical Strikes: Installed to position lockset knob or lever 38 inches above finish floor. 19. Key Cabinet: At location directed by Owner. 20. Weatherstripping: Where 2 sets of weatherstripping are scheduled at acoustically sealed doors, install as follows. Trim seals accurately and butt tightly to minimize gaps. 3.4 ADJUSTMENT AND CLEANING A. Adjust and check each operating item of hardware and each door to ensure proper operation of function of every unit. B. Lubricate moving parts with graphite type lubricant unless otherwise recommended by the hardware manufacturer. C. Ensure weatherstripping and seals do not inhibit closing and positive latching of door. D. Replace defective materials or units which cannot be adjusted to operate as intended. Reinstall items found improperly installed. E. Replace or re-hang doors which are hinge bound and do not swing or operate freely. F. Remove and replace doors which are warped, twisted or which are not in true planes. G. Replace factory finished doors damaged during installation. Refinish or replace field finished doors damaged during installation. H. Prior to date of Substantial Completion, readjust and relubricate hardware items as necessary. 3.5 FINAL ADJUSTMENT A. Wherever hardware installation is made more than 30 calendar days prior to date of Substantial Completion of a space or area, return to the work during the week prior to acceptance or occupancy and make a final check and adjustment of all hardware items in such space or area. Clean and lubricate operating items as necessary to restore proper function and finish of hardware and doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment, spring power, back check, closing and latching speeds, and handicap requirements. B. Instruct Owner's personnel in proper adjustment of hardware during the final adjustment of hardware. END OF SECTION BID DOCUMENTS 087300-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 088000 KENT, WASHINGTON GLAZING "i PART1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Glazing schedule at the end of the Section. B. Related Sections: 1. 085113—Aluminum Windows 2. 086200- Unit Skylights. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. American National Standard (Al Z97.1 - Performance Specifications and Test Methods for Safety Glazing Materials in Buildings. B. American Society for Testing and Materials (ASTM): 1. C1036 - Standard Specification for Flat Glass. 2. C1048 - Standard Specification for Heat Treated Flat Glass, Kind HS, Kind FT (Coated and Uncoated). 3. E773 -Test Method for Seal Durability of Sealed Insulating Glass Units. 4. E774 - Specifications for Sealed Insulating Glass Units. C. Glass Association of North America (GANA): Glazing Manual. D. National Fire Protection Association (NFPA): NFPA 80 - "Standard for Fire Doors and Windows, 1999 Edition." E. National Fenestration Rating Council Inc. 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300, B. Submittals specified in this Section may be incorporated into submittal specified in other Sections, where glass is to be provided in those Sections. C, Product Data: Submit product data on glass, glazing materials, and insulating glass system. D. Shop Drawings: Show size and thicknesses of glass, proposed "bites" in frames, sizes and locations of blocking, spacers, beads, stops, and edge treatments. Note quality, type, and strength of each light. E. Warranty: Submit draft of manufacturer's and fabricator's warranty for Architect's review. Draft of warranties shall be submitted concurrent with glass analysis submittal and shall include all specified inclusions. 1.4 QUALITY ASSURANCE A. Comply with pertinent recommendations in the GANA "Manual of Glazing." B. Safety Glass Standard: Comply with code requirements. C. Qualifications of Glass Manufacturer: Provide glass produced by a nationally recognized manufacturer of high efficiency glass. D. Qualifications of Glazers: Provide personnel thoroughly trained and experienced in the skills required, and at least one person completely familiar with the referenced standards and the requirements of this Work, who shall personally direct installation of glazing materials. i BID DOCUMENTS 088000-1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 088000 KENT,WASHINGTON GLAZING 1.5 DELIVERY, STORAGE, AND HANDLING A. Comply with applicable provisions of Section 016000. B. Provide cushions at edges of glass to prevent impact damage during shipment and storage. C. Keep vacuum cups free from foreign material that could scratch glass. D. Comply with insulating unit fabricators requirements for limits on exposure to reduced barometric pressure during shipment. 1.6 WARRANTY A. Submit warranties under provisions of Section 017700. B. Replacement Guarantee: 1. Provide new conforming glass units to replace glass units which break for a period of one year. 2. Units broken by impact, fire, earthquake, or similar events which exceed the design loads and conditions are not subject to this requirement. 3. Do not include probability for glass breakage based on specified statistical glass breakage analysis factor. 4. Include all labor and materials for replacement of failed unit(s). Replacement shall include coordination with the Owner, immediate provision for maintaining openings secure and weathertight, timely ordering and fabrication of replacement items as required, installation, and cleaning. C. Reflective Coating Warranty: Furnish ten year warranty from the glass manufacturer agreeing to replace glass units which have defective reflective coating. Defective coating is defined as peeling, discoloration, or other forms of deterioration to the reflective coating. D. Insulating Glass Unit Warranty: 1. Furnish ten year manufacturer's warranty, including coverage of units for seal failure, interpane dusting or misting, and replacement of same, under provisions of Section 017700. 2. Furnish manufacturer's warranty, including coverage of units against seal failure, or interpane dusting or misting; term of warranty as follows. a. Vertical Applications: Ten years. PART2 - PRODUCTS 2.1 GLASS A. Furnish the following glass in combinations as scheduled at the end of this Section: 1. Clear Glass: ASTM C1036, Type I, class 1 (clear), quality Q3 glazing select. 2.2 ACCESSORIES A. Setting Blocks: Neoprene; 70-90 Shore A durometer hardness; 4 inches long x 1/4 high x width as required for application indicated. B. Weather Glazing Sealant: Compatible with insulating glass seal. 2.3 FABRICATION A. Insulating Glass Units: 1. Dual lite units fabricated from glass as scheduled; 1/2 inch nominal airspace; dual seal system. 2. Twin seals; polyisobutylene primary seal and silicone secondary seal. Outer seal shall be compatible with glazing system. 3. Spacer Bar: "Wave Spacer" by TGI. 4. Certified through the Insulating Glass Certification Council (IGCC) in accordance with ASTM E773 and E774; certified to level CBA. 5. Each piece shall bear certification number, date, and manufacturer's identification mark. 6. Assembly of insulating units shall be by a fabricator approved by the glass materials manufacturer. BID DOCUMENTS 088000-2 12/11/18 ' 1 LAKE MERIDIAN BATHHOUSE SECTION 088000 KENT, WASHINGTON GLAZING B. Tempered and Heat Strengthened Glass: 1. Tempered Glass: ASTM C1048, FT; glass which has been heat treated to strengthen glass in bending to not less than 4 times the annealed strength; certified safety glass in accordance with ANSI Z97.1. 2. Heat Strengthened Glass: ASTM C1048, HS ; glass which has been heat treated to strengthen glass in bending to not less than 2 times annealed strength. 3. Fabricate tempered and heat strengthened glass units so that principle distortion will be in the horizontal direction in the finished installation. 4. Unless otherwise approved by the building official, provide manufacturer's label on each light, indicating type and thickness of glass. 5. Comply with SBC requirements for identification and labeling of safety-glazing materials in hazardous locations subject to human impact loads. 6. Fabrication Process: Horizontal (roller-hearth) process with roll-wave distortion parallel to bottom edge of glass as installed, unless otherwise indicated. C. Laminated Glass (PVB): 1. Two layers of glass as scheduled with a minimum .030 inch thick vinyl interlayer. 2. Film: a. Manufacturer: Solutia Inc. (St. Louis, MO; 877-674-1233; 314-674-1000). b. Type: Polyvinyl butyral sheets, uniform in color, specifically manufactured for use in fabrication of laminated glass sheets, ultraviolet stabilized, uniform thickness as specified. D. Low E Coating: High performance type; applied by using sputtered deposition technology. 1. Type 1: PPG (Pittsburgh PA, 412-434-2858) "Solarban I E. Glazing Film: 1. Translucent/patterned vinyl film as indicated. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable i conditions. C. Verify surfaces of glazing channels or recesses are clean, free of obstructions, and ready for work of this Section. i 3.2 PREPARATION A. Clean contact surfaces and wipe dry. B. Seal frame corner joints, and other leakage points with sealant. At insulating glass units the sealant shall be compatible with the seal of the unit. Do not plug weep holes. C. Prime surfaces scheduled to receive sealant, unless otherwise recommended by the sealant manufacturer. 3.3 INSTALLATION A. Setting Blocks: Place setting blocks in frames for support of glass. Place at quarter points unless approved otherwise. B. Set glass tightly in position with proper clearances in accordance with the referenced standards. C. Perimeter glass clearances within setting frame shall be in accordance with GANA recommendations, and as required by the glass manufacturer to provide for wind, earthquake drift, and thermal expansion. D. Unless specified otherwise, glaze units with gaskets furnished with the framing systems specified in other sections. BID DOCUMENTS 088000-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 088000 KENT, WASHINGTON GLAZING E. Adjust glazing materials to form a uniform sight line. 3.4 CLEANING A. Clean excess glazing materials from adjacent finished surfaces. B. Remove labels after work is completed. 3.5 GLASS TYPE SCHEDULE A. The following are the glass types as indicated on the Drawings: 1. GL-1: a. Insulating glass unit with 1/2 inch argon-filled space between two panes of glass as follows: 1) Exterior Pane: 1/4 inch clear glass with type 1 low e coating on#2 surface. 2) Interior Pane: 1/4 inch clear glass. b. Performance as follows: 1) Visible Light Transmittance: 70% 2) Winter U value: .38 3) SHGC: .40 2. GL-2: Skylights a. Refer to 086213 2.1 E B. Provide tempered glass in hazardous locations to meet the requirements of the jurisdictional code authorities. 3.6 GLASS LOCATION SCHEDULE A. GL-1: All exterior glazing unless scheduled otherwise. B. GL-2: Skylight glazing. END OF SECTION BID DOCUMENTS 088000-4 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 096723 KENT, WASHINGTON RESINOUS FLOORING PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: Seamless polymer flooring system. B. Related Sections: 1. 030013 - Concrete: Substrate slab finishing. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitutions will be considered only under the terms and conditions of Section 016100 & 016200. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. C307 -Test Method for Tensile Strength of Chemical-Resistant Mortars, Grouts, and Monolithic Surfacings. 2. C579 - Test Methods for Compressive Strength of Chemical-Resistant Resistant Mortars and Monolithic Surfacings. 3. D635-Test Method for Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in a Horizontal Position. 4. D638 -Test Method for Tensile Properties of Plastics. 5. D2240 -Test Method for Rubber Property-- Durometer Hardness. 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300, unless specified otherwise. B. Product Data: Submit product data and manufacturer's installation instructions. C. Samples: Provide one minimum 1 'x3"size sample of flooring material, applied to a suitable substrate, indicative of material and finish proposed for the finished work. D. Submit letter from the manufacturer stating that the installer is approved by the flooring system manufacturer. E. Maintenance Data: In accordance with Section 017700, furnish manufacturer's instructions covering care and maintenance of flooring. 1.4 QUALITY ASSURANCE A. Applicator Qualifications: Acceptable to the primary materials manufacturer, regularly engaged in the installation of polymer floor systems, with minimum three years experience; able to demonstrate successful completion of at least five projects of similar size and complexity. 1.5 DELIVERY, STORAGE,AND HANDLING A. In accordance with Section 016100, B. Storage: Store materials in a protected location in strict accordance with the manufacturer's recommendations. Maintain temperature of storage area between 60OF and 90°F. 1.6 ENVIRONMENTAL CONDITIONS A. Unless otherwise required by the flooring manufacturer, maintain surface and ambient temperature ` between 607 and 90OF during installation and for 24 hours after flooring has cured. B. Maintain ventilation to remove volatile emissions produced during the installation process. j, C. Provide uniform and sufficient lighting in areas of installation. s BID DOCUMENTS 096723-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 096723 KENT, WASHINGTON RESINOUS FLOORING PART 2 -PRODUCTS 2.1 SEAMLESS FLOORING SYSTEM A. Approved Systems: 1. "Poly-Crete MDO", by Dur-A-Flex. 2. "Stonegard MR," by Stonhard,Inc. 3. "Series R-61" by Silikal Inc. B. Flooring System Performance: The installed system shall have the following physical characteristics, 1. Compressive Strength: ASTM C579; 10,000 psi, minimum. 2. Tensile Strength: ASTM C307; 2,000 psi, minimum. 3. Hardness: ASTM D2240/Shore D Durometer; 85-90. 4. Bond Strength: ACI 503; >400 psi. 5. Flammability: ASTM D635;self-extinguishing. 6. Service Temperature: 200°F, minimum, for intermittent service. C. Primer: As recommended by manufacturer for conditions. D. Waterproofing: For work in areas exposed to moisture, provide manufacturer's recommended waterproofing component; "SC Membrane" by Dex-O-Tex or similar approved. E. Topcoat: Manufacturer's standard high performance two component clear polymer coating. F. Aggregate: Proprietary quartz aggregate. G. Color and Finish: As selected by Architect from manufacturer's full line. 2.2 ACCESSORIES A. Cove Strip: 1/4" radius screed with attachment flange for top edge of cove, minimum 6" cove. B. Sealant: Manufacturer's standard elastomeric urethane sealant. C. Provide all components required for complete installation, including but not limited to primers, PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. C. Moisture Testing of Concrete Slabs: 1. Perform calcium chloride tests to determine the vapor emission rate from the concrete slab including slabs above grade. Notify the Architect if tests results show a vapor emission rate which exceeds 3 Ibs per 1000 sq. ft. in a 24 hour period. 2. Perform a minimum of 3 tests for the first 1000 square feet, and one additional test for each additional 1000 square feet or fraction thereof. Perform no fewer than 2 tests for each separate area to receive flooring. 3. Test kits are available from VAPRECISION 800-449-6194. 3.2 PREPARATION A. Shotblast all concrete floor surfaces to receive seamless polymer flooring. Areas not accessible to equipment shall be mechanically scarified. 3.3 INSTALLATION A. When recommended by manufacturer, apply primer to concrete substrate. B. Install waterproofing components in all areas exposed to wetting or moisture. BID DOCUMENTS 096723-2 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 096723 KENT, WASHINGTON RESINOUS FLOORING ............. C. Apply flooring in strict accordance with manufacturer's recommendations. Finish surface shall be smooth and even with no deviations from plane greater than 1/8 inch in 10 feet, and free of depressions subject to puddling. Transitions shall be smooth and gradual. D. Thickness: 3/16" inch nominal,with minimum thickness 5/32". E. Pitch to floor drain, with adjoining surface level with grating. F. Install cove strip 6 inches above finish floor; bed in sealant and screw through to studs. Detail cove base at all wall intersections in accordance with the manufacturer's recommendations; form uniform 1 inch to 2 inch radius cove. G. After application of base, undercoat, and aggregate, and after undercoat has cured, thoroughly broom clean the floor to remove excess aggregate. Squeegee and backroll sealer in accordance with manufacturer's instructions for "Medium Texture"finish. H. Seal around equipment bases and floor penetrations. 3.4 CLEAN-UP A. After installation, clean up excess materials and rubbish. B. Prior to Substantial Completion, clean the floor surface with cleaning agents recommended by the flooring system manufacturer. 3.5 PROTECTION A. Adjacent Surfaces: Protect adjacent surfaces and materials from damage. Repair all damage to surrounding surfaces and materials to the satisfaction of the Architect. B. Protect the installation from damage until final acceptance of the work. END OF SECTION i i I BID DOCUMENTS 096723-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 097733 KENT, WASHINGTON REINFORCED PLASTIC PANEL WALL COVERINGS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Reinforced plastic panel wall covering. 2. Adhesives, sealants, and related accessories. B. Related Sections: 1. 061000— Rough Carpentry: Marine grade plywood substrate C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): E84-Test Method for Surface Burning Characteristics of Building Materials 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: 1. Product literature on adhesives and sealants to be used in conjunction with panel system installation. 2. Manufacturer's product literature for system components. C. Samples: 1. Three samples of wall paneling material proposed forthe work; 3 x 4 inch minimum size. 2. One each of each cap, corner, and division molding proposed for the work; minimum 4 inches in length. 1.4 QUALITY ASSURANCE A. Panel system shall be USDA approved for use in food preparation and service areas. 1.5 SUBCONTRACTOR GUARANTEE A. Furnish Subcontractor Guarantees in accordance with Section 017700. 1.6 DELIVERY, STORAGE AND HANDLING A. Comply with requirements of Section 016000. 1.7 ENVIRONMENTAL CONDITIONS A. Maintain a minimum temperature of 60 degrees F and relative humidity as prescribed by the adhesive manufacturer, during installation, and until installed adhesive is fully cured. B. Allow no containers of adhesive to be opened until all potential sources of flame or spark have been shut down or extinguished and until warnings against their ignition during adhesive application have been posted. C. Provide ventilation to disperse fumes during application of solvent based adhesive. BID DOCUMENTS 097733-1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 097733 KENT, WASHINGTON REINFORCED PLASTIC PANEL WALL COVERINGS PART 2 - PRODUCTS 2.1 PANEL SYSTEM COMPONENTS A. Panel Material: 1. Manufacturer/Type: a. Marlite Brand Class I/A Fire Rated FRP by Marlite (Dover, OH 330/343-6621); color as scheduled in the Finish Legend. b. Fire-X Glasbord with Surfaseal, by Kemlite Company(Joliet, IL 800/435-0080); color as scheduled in the Finish Legend. 2. Panel Type: Fiberglass reinforced polyester panels,with pebbled textured face. 3. Thickness: 3/32 inch. 4. Size: 48 inches x length required for conditions indicated. 5. Fire Rating: Maximum 25/450 flame spread/smoke developed in accordance with ASTM E84. B. Moldings: Manufacturer's standard anodized aluminum cap, corner, and division moldings; C. Adhesive: 1. For Panel Installation: Marlite Brand C-375 or C-551 Construction Adhesive by Marlite, or 444 Non-Flammable F.R.P. Panel Adhesive by W. W. Henry Company, 2. For Molding Installation: Marlite Brand C-375 C-551 Adhesive by Marlite, or 444 Non-Flammable F.R.P. Panel Adhesive by W. W. Henry Company. 3. Furnish adhesive spreaders with 3/16 inch V-notches, 5/16 inch apart for application of adhesive to panels. D. Sealant: Flexible waterproof sealant for bedding panel edges, Marlite Brand Silicone Sealant MS-251 by Marlite, or Silicone Sealant S255C by Kemlite Company. PART 3 - EXECUTION 3.1 CONDITION OF SURFACES A. Substrate: Verify that drywall substrate is clean, dry, solid, straight, and free from projections. B. Where conditions require installation of paneling prior to installation of flooring, coordinate with other ' trades to establish accurate location of top of base. C. Do not start work until other work requiring penetration of wall covering has been completed, or accurately located. D. Commencement of plastic paneling wall covering work constitutes installer's acceptance of the substrate. 3.2 CUTTING AND FITTING A. Cut panels accurately to size with proper allowance for expansion and moldings. B. Sand or file all edges smooth without chipping. C. Cut openings for penetrations in accurate location with approximate 1/8 inch clearance around penetrations. 3.3 INSTALLATION A. Install base molding to wall at proper elevation, in solid bed of adhesive. Allow adhesive to set thoroughly prior to installation of paneling. B. Seal base molding to top of wall base. C. Establish centerline of each distinct flat area to be covered. Trim division moldings to mate with base moldings; install in solid bed of adhesive, either on centerline, or offset 24inches from center, as necessary to maximize panel widths at corners. Molding shall be installed straight and plumb. D. Cut top cap and division or corner moldings to shape, with edges trimmed to fit to adjacent moldings. i E. Apply sealant into installed moldings in sequence with panel installation. '! BID DOCUMENTS 097733-2 12111118 LAKE MERIDIAN BATHHOUSE SECTION 097733 KENT, WASHINGTON REINFORCED PLASTIC PANEL WALL COVERINGS F. Apply adhesive to backs of panels in accordance with the manufacturer's recommendations. G. Maintain lines and levels of panel edges and moldings. H. Allow 1/8 inch gap between top cap,corner, or division molding posts, and panel edge; all edges shall be firmly bedded to the moldings in sealant. I. Promptly remove sealant squeeze out with a damp cloth, as work progresses; remove adhesive with appropriate solvent. J. Install sealant behind flanges and at penetrations through paneling, and between top cap of panel and substrate. 3.4 CLEANING A. Inspect surfaces of paneling and remove excess adhesive from face of laminate using solvent recommended by manufacturer. B. Promptly remove unused cut pieces from the site. C. Prior to substantial completion of each area where reinforced plastic panel wall covering is installed, clean all surfaces of plastic panels, using procedures recommended by the manufacturer. END OF SECTION BID DOCUMENTS 097733-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT, WASHINGTON PAINTING AND COATING .......,.._._....._......_........ _�._..._..__.,..,..n GENERAL 1.1 SUMMARY A. Section Includes: Site applied paint coatings. B. Related Sections: 1. 051200 - Structural Steel: Preprimed metal surfaces. i 2. 055000 - Metal Fabrications: Pre-primed metal surfaces. 3. 081113 - Hollow Metal Doors and Frames: Preprimed metal surfaces. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016000. 1.2 REFERENCES A. Steel Structures Painting Council (SSPC). 1.3 DEFINITIONS: A. Sheen: Degree of luster of the dried paint film. Where terms such as "gloss," "semi-gloss," "low- gloss," "matte," "satin," "eggshell," or"flat," are used, it shall be subject to the Architect's interpretation, regardless of manufacturer's nomenclature for any particular sheen level. The Architect reserves the right to select from any of manufacturer's published sheen levels for each paint system, if sheen of initial paint finish sample is not approved. 1.4 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Materials List: Organize to indicate painting systems to be used with each substrate. Include proposed dft for each coat and manufacturer's product data as required to verify compliance with the specified requirements. Do not include MSDS sheets. C. Samples: 1. Paint Samples: a. Submit three samples of each paint finish on an 8"x10"card. Reference manufacturer, type of paint, color, sheen, substrate, and application. b. Furnish additional samples until all paint finishes are approved. 2. Transparent Finish Samples: a. Submit samples of each wood species and transparent finish combination. b. If, in the judgment of the Contractor, the wood species or finish method selected indicate that color variations may be inevitable, submit samples in sets of 3 or more illustrating the possible range of these variations. c. When approved, the finished sample or sets shall become the standard for approval. D. Contract Closeout Submittals: Record Paint Samples: In accordance with Section 017700, submit three 8"x10" samples of each paint and color used, indicating paint manufacturer and formula number; bind in identical sets. Deliver to on site location as directed. 1.5 QUALITY ASSURANCE A. Applicator: Company specializing in commercial painting and finishing with a minimum of three years documented experience. B. Environmental Requirements for Solvent Based Paints: Comply with the Environmental Protection Agency (EPA) requirements for volatile solvents content limitations, as applicable to each classification of coating. C. Visual Standards: Each distinct area of the finished work shall be free of variations in color and sheen, orange peel, runs, sags, blistering, checking, cracking, scratches, dust, dirt, bugs, and other contaminants. BID DOCUMENTS 099000-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT, WASHINGTON PAINTING AND COATING 1.6 DELIVERY, STORAGE, AND HANDLING A. In accordance with Section 016000. B. Delivery: Deliver paint materials to the jobsite in sealed, original, labeled containers, each bearing manufacturer's name, type of paint, brand name, color designation, and instructions for mixing and/or reducing. C. Storage: Store paint materials at a minimum ambient temperature of 45 degrees F. in a well ventilated area. Adequate storage facilities will be made available at the jobsite. D. Toxic, acidic, and combustible materials: Take all necessary precautionary safety measures as recommended by the material manufacturers and governing regulations. E. Place cotton waste, cloths, and material which may constitute a fire hazard in closed metal containers and daily remove from the site. 1.7 SITE CONDITIONS A. Weather Conditions: 1. Do no exterior work on unprotected surfaces when raining, or other moisture is present or expected, or before applied paints can dry or attain proper cure. 2. Allow wetted surfaces to dry and attain temperatures and condition specified hereinafter before proceeding with previously started work. B. Temperature: 1. Do no painting work when surface and air temperatures are below 40 degrees F or below those temperatures recommended by the manufacturer for the material type used. 2. Minimum temperatures for latex finishes: 45 degrees F for interior work and 50 degrees F. for exterior work, unless approved otherwise. C. Lighting: Maintain a lighting level of minimum 50 foot-candles on the surfaces to be painted or finished. D. Ventilation: Provide adequate continuous ventilation. 1.8 MAINTENANCE A. Furnish overage of paint materials equal to 10 percent minimum of quantity of each paint and transparent finish system component, color and sheen required for the work, but furnish not more than five full one gallon cans, nor less than two full one quart cans, of each type. Overruns in excess of five gallons may be furnished to the Owner at the Contractor's option. Overage shall be taken from the batch mix furnished for the work. Overage shall be furnished in completely filled, properly labeled, sealed cans. PART2 - PRODUCTS 2.1 PRODUCTS A. Unless specified otherwise, furnish manufacturer's highest grade coating systems by one of the following manufacturers: 1. Benjamin Moore Paint Company. 2. Sherwin Williams 3. Pratt& Lambert. 4. The Sherwin-Williams Company. 5. Cl Paints North America. B. Exterior Non-Galvanized Ferrous Metal -Previously Painted - Zinc Rich/Epoxy/PolyurethaneSystem: One of the following 1. Manufacturer: Tnemec Company Inc. (Kansas City, MO; 816-483-3400). a. Zinc Primer: Tnemec Series "394 PerimePrime;" single component moisture cured primer; minimum 62 percent solids by volume. b. Epoxy Primer: "Hi-Build Epoxoline II" Series N69. C. Polyurethane Finish Coats: Series 1075"Endura-Shield II";Acrylic Polyurethane Enamel; semi-gloss or satin sheen. BID DOCUMENTS 099000-2 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT, WASHINGTON PAINTING AND COATING - ---- ------- _.- .w_.......... ... 2. Manufacturer: Carboline Company(St. Louis, MO; 314-644-1000; 800-848-4645). a. Zinc-Rich Primer: "Carbozinc 859"; organic zinc-rich epoxy primer; minimum 80 percent by weight metallic zinc in the cured film. b. Epoxy Primer: "Carboline 888 " c. Polyurethane Finish Coats: Carboline 133 HB; semi-gloss or satin sheen. 3. Manufacturer: Ameron Protective Coatings (Brea, CA; 714-529-1951). a. Zinc-Rich Primer: "68HS"; organic zinc-rich epoxy primer; minimum 80 percent by weight metallic zinc in the cured film. b. Epoxy Primer: "Amercoat 385." C. Polyurethane Finish Coats: Amercoat 450SA"; semi-gloss or satin sheen. 4, Manufacturer: Benjamin Moore & Company a. Zinc- Rich Primer: Corotech Organic Zinc Rich Primer (V170) b. Primer: Corotech Acrylic Metal Primer(V110) c. Urethane Finish Coats: Corotech Waterborne Urethane Gloss (V540) 5. Manufacturer: ClI Devoe. a. Zinc-Rich Primer: "Catha-Coat 302H"; "reinforced" inorganic zinc-rich epoxy primer; minimum 56 percent by weight metallic zinc in the cured film. b. Epoxy Primer: "Devran 224HS," "Bar-Rust 231,"or "Bar-Rust 233H." C. Polyurethane Finish Coats: "Devthane 378"; semi-gloss or satin sheen. C. Exterior Galvanized Ferrous Metal - Epoxy/Polyurethane System: One of the following 1. Manufacturer: Tnemec Company Inc. (Kansas City, MO; 816-483-3400). a. Epoxy Primer: "Hi-Build Epoxoline II" Series N69. b. Polyurethane Finish Coats: Series 1075 "Endura-Shield II"Acrylic Polyurethane Enamel; semi-gloss or satin sheen. 2. Manufacturer: Carboline Company(St. Louis, MO; 314-644-1000; 800-848-4645). a. Epoxy Primer: "Carboline 888 " b. Polyurethane Finish Coats: Carboline 133 HB; semi-gloss or satin sheen. 3. Manufacturer: Ameron Protective Coatings (Brea, CA; 714-529-1951). a. Epoxy Primer: "Amercoat 385." b. Polyurethane Finish Coats: Amercoat 450SA"; semi-gloss or satin sheen. 4. Manufacturer: Benjamin Moore & Company a. Primer: Corotech Acrylic Metal Primer(V110) b. Urethane Finish Coats: Corotech Waterborne Urethane Gloss (V540) 5. Manufacturer: ICI Devoe. a. Epoxy Primer: "Devran 224HS," "Bar-Rust231," or"Bar-Rust 233H." b. Polyurethane Finish Coats: "Devthane 378"; semi-gloss or satin sheen. D. Exterior and Interior Wood Stain: 1. Manufacturer: Sikkens Division of PPG Prolux (866-745-5367) 2. Primer: Sikkens ProLuxe Cetol 1 RE Wood basecoat; 078 "Natural" 3. Finish: Sikkens ProLuxe Cetol 23 Plus RE" Wood finish; 078 "Natural" E. Exterior Wood Paint 1. Manufacturer: Benjamin Moore a. Primer: "Moorcraft Super Spec Latex Exterior Primer" b. Finish Coats: Moorcraft Super Spec 100% Acrylic Exterior Satin 2. Manufacturer: ICI Delux a. Primer: "42000 Dulux Professional Exterior 100% Acrylic Wood Primer" b. Finish Coats: "92000 Professional Exterior 100% Satin Finish 3. Manufacturer: Sherwin Williams a. Primer: "A-100 Exterior Latex Wood Primer" b. Finish Coats: "A-100 Exterior Latex Satin" F. Interior Trim Systems—Metal Substrate: One of the following. 1. Manufacturer: ICI Devoe a. Metal Primer: "Mirrolac" DP 8502 WB; DTM waterborne primer. b. Finish: DR3349"Wonderpure SG." 2. Manufacturer: ICI Dulux ,j a. Metal Primer: "Devflex"4020 DTM waterborne primer. '' BID DOCUMENTS 099000-3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT, WASHINGTON PAINTING AND COATING b. Finish: LM9200 "Lifemaster 2000" S.G. 3. Manufacturer: Sherwin-Williams a. Metal Primer: DTM Acrylic Primer B66-W 1; 2.5—5.0 mils dft 138 gll VOC b. Finish: Pro Classic Waterborne Semi-gloss dft 157 g/I VOC C. Metal Primer: (DTM waterborne). Super Spec HP D.T.M. Acrylic Semi-Gloss Enamel (P29) J. Finish: (Semi-Gloss) Super Spec HP D.T.M. Acrylic Semi-Gloss Enamel (P29) 4. Manufacturer: Ameron International. a. Metal Primer: "Amercoat 148," Waterborne Acrylic Primer. I Finish: "Amercoat 220," Waterborne Acrylic Topcoat; semigloss. G. Interior Latex Dry-Fall System: One of the following; color matches as scheduled. 1. Manufacturer: Benjamin Moore Paint Company a. Finish: Coronado Super Kote 5000 Dry Fall Latex Semi-Gloss(112) 2. Manufacturer: ICI Devoe a. Finish: "Devflex 4206 Interior/Exterior Waterborne Acrylic Semi-Gloss Enamel." 3. Manufacturer: Sherwin-Williams a. Finish: "Waterborne Acrlic Dryfall (1342 Series)" Egg-Shell finish. H. Acrylic Wall Size: One of the following. 1. ICI Devoe "Wonderprime" DR51701 vapor barrier primer/sealer. 2. ICI Dulux "Ultra-Hide" 1060 vapor barrier primer/sealer. 3. Sherwin-Williams "Harmony Primer 0 VOC" B11 W900 . 4. Benjamin Moore Paint Company Super Spec Latex vapor Barrier Primer Sealer(0260) 5. Parker Paint Mfg. Co., Inc. "Perm Gard" Interior Latex Vapor Barrier. 6. Zinsser Co, Inc. (Somerset NJ; (732)469-8100) "Shieldz Universal Pre-Wall Covering Primer"; acrylic primer/sealer I. Interior Waterborne Epoxy Systems: One of the following. 1. Manufacturer: Tnemec Company, Inc. a. Gypsum Board Primer: "Series '151 Elasto-Grip" b. Metal Primer: "Series 115 Unibond WB" C. Finish Coat: "Series 113 Tnemec-Tufcoat". 2. Manufacturer: ICI Dulux a. Gypsum Board Primer: "Ultra-Hide Aquacrylic Gripper Stain Killer Primer-Sealer 3210- 1200." b. Metal Primer: "Tru-Glaze-WB 4030 Waterborne Epoxy Primer" c. Finish Coat: "Tru-glaze 4406 Waterborne Acrylic Epoxy Semi-Gloss." 3. Manufacturer: Sherwin-Williams a. Gypsum Board Primer: "Preprite Classic Primer." b. Metal Primer: "Procryl Primer" C. Finish Coat: "Epo-plex Multi-mil WB Epoxy". J. Epoxy Paint System: 1. Primer: As recommended by the finish coat manufacturer for the application. 2. Epoxy Finish Coats: Tnemec "Hi-Build Epoxoline II"Series N69, Sherwin Williams Sher-Tile High Solids Epoxy B67, Carboline"Sanitile 250 WB," Benjamin Moore & Company Polyamide Epoxy Coating (V400) or approved. K. Materials not specifically noted and otherwise required for the work, such as linseed oil, shellac, thinners and the like shall be of a quality not less than that required by manufacturers of the finish materials used in the work. L. Products for each general purpose shall be compatible. Each system shall be products of one manufacturer where ever possible. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Perform adhesion tests on factory BID DOCUMENTS 099000-4 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT, WASHINGTON PAINTING AND COATING primed items. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 MOISTURE CHECK A. Check for excess moisture using an electronic moisture meter. Do not paint materials with moisture levels which would impair the bonding of finish coatings. 3.3 PROTECTION A. Adequately protect surfaces not to be painted, from spills, drips, over painting, and other damage caused by this work. Include surfaces within the paint storage and preparation areas. B. Hardware and Miscellaneous Items: 1. Remove electrical outlet and switch plates, mechanical diffusers, escutcheons, surface hardware, and fittings prior to starting work. 2. Store, clean and reinstall these items upon completion of work in each area. Use materials and techniques as necessary to prevent damage to finishes on such items. 3.4 SURFACE PREPARATION A. Prepare surfaces by removing dirt, dust, grease, oil, moisture, and other contaminants which would impair finish adhesion. B. Ferrous Metal Shop Primed under other Sections: Solvent clean to remove oil and grease. Remove loose rust, and blistered and peeling paint to bare metal by scraping, sanding, and wire brushing in accordance with SSPC-SP2 and SP3. Immediately retouch damaged or abraded surfaces with compatible primer. Lightly sand all shop prime painted surfaces to receive paint finish. C. Galvanized Ferrous Metal: 1. Undamaged Surfaces: Solvent clean in accordance with SSPC-SP1; abrade surfaces with metal preparation pad. 2. Damaged Surfaces: Remove loose rust to bare metal by scraping, sanding, and wire brushing in accordance with SSPC-SP2 and SP3. Touch up damaged surfaces with zinc rich primer. D. Unprimed Ferrous Metal: 1. Solvent clean in accordance with SSPC SP-1. 2. Commercial blast per SSPC SP6. E. Wood - Opaque paint finish: 1. Spot coat knots, pitch streaks, and sappy sections with sealer. 2. Fill all nail holes and cracks. Sand filler smooth and level with wood surface. F. Wood — Exterior Stain: 1. System: a. One coat of primer. if Spray applied, back brush into wood. Pre-prime all wood surfaces prior to installation. b. Two coats of exterior wood finish in accordance with the manufacturer's recommendations. Each coat shall be brush-applied or spray applied and back brushed. c. Application: Exterior wood siding, structural members, and roof decking. G. Concrete: Remove all contaminants by washing and wire brushing. Sandblast if necessary. H. Existing Finished Surfaces To Be Repainted: 1. Remove loose, blistered, scaled, or crazed finishes to bare substrate; feather new work into existing work. Prepare surfaces to the nearest break line if necessary to blend new finishes with old finishes. e 2. Wash and rinse surfaces with trisodium phosphate and water or other solution required to remove remaining film, wax, oil, grease, or foreign matter which would impair bond or cause bleed through. 3. Lightly sand, or apply a liquid deglosser on existing semi-gloss and high-gloss finishes before refinishing. BID DOCUMENTS 099000-5 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT, WASHINGTON PAINTING AND COATING 3.5 GENERAL APPLICATION REQUIREMENTS A. Unless specified or indicated otherwise, follow paint manufacturer's label directions for general application procedures and coverage rates. B. Do not apply finishes on surfaces that are not sufficiently dry. Make sure each coat of finish is dry and hard before a following coat is applied unless the manufacturer's directions state otherwise. C. Tint filler to match stain when clear finishes are specified; work filler well into grain and, before it has set, working perpendicularly to the grain, wipe the excess from the surface. D. Opaque Finishes: 1. Apply number of coats scheduled for each application, except that additional finish coats shall be applied as necessary for complete hiding of substrate colors. 2. Apply primer coats untinted. Where more than one coat of paint is required, tint each succeeding coat up to the final coat similar in tint, but slightly lighter in value(shade). 3. Sand lightly between coats if necessary to achieve required finish; sand between all coats applied to wood substrates. E. Rollers for application and backrolling of latex paints shall have a nap of 3/8 inch or less. F. Where roller texture is scheduled for application to gypsum board surfaces, finish coats may be roller- applied, or spray applied and backrolled at Contractor's option. G. Factory Primed Surfaces: Apply scheduled finish system, less primer coat, except as necessary for patching damage to factory prime coating. H. Except where scheduled or indicated otherwise, the intent is to paint all new rooms and areas. Existing areas which have not been remodeled or do not have patched surfaces are not to be repainted. Where existing surfaces have been remodeled or patched the entire room is to be repainted, including the associated access panels, electrical panels, hollow metal doors and frames (both sides), and similar elements within the roam. I. Epoxy/Urethane Systems: Brush or roller apply. 3.6 EXTERIOR PAINTING SYSTEMS A. Concrete - Latex System: 1. System: Two coats: first coat primer, second coat 100% acrylic exterior latex paint. 2. Sheen: Flat, unless indicated otherwise. 3. Application: Exterior concrete masonry surfaces. B. Non-Galvanized Ferrous Metal -Zinc/Epoxy/Urethane System: 1. System: Shop apply one coat of zinc-rich primer; field apply one coat of epoxy primer to 3 mil minimum thickness and one coat urethane finish in accordance with the manufacturer's recommendations. 2. Sheen: Semi-gloss or satin, unless indicated otherwise. 3. Application: Use on all exterior ferrous metal surfaces. C. Galvanized Ferrous Metal - Epoxy/Urethane System: 1. System: Apply one coat epoxy primer, and two urethane finish coats in accordance with the manufacturer's recommendations. Verify compatibility with shop applied primer. Apply epoxy primer over all shop applied primers, unless the specified primer was shop applied. 2. Sheen: Semi-gloss or satin, unless indicated otherwise. 3. Application: Use on all exterior ferrous metal surfaces. D. Wood - Exterior Stain: 1. System: Two coats of exterior clear wood finish in accordance with the manufacturer's recommendations. Each coat shall be spray applied and back brushed 2. The first coat shall be machine applied to all wood surfaces prior to installation. The second coat shall be brush applied or spray applied and back brushed in. E. Wood - Latex System: 1. System: Three coats; first coat exterior alkyd primer, second and third coats exterior latex. 2. Si Semi-gloss, unless indicated otherwise. 3. Application: Exterior wood trim, and window frames. BID DOCUMENTS 099000-6 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT, WASHINGTON PAINTING AND COATING 3.7 INTERIOR PAINTING AND FINISHING SYSTEMS A. Concrete - Latex System: 1. System: Two coats: first coat latex primer or block filler, second coat 100%acrylic exterior latex paint. 2. Sheen: Satin, unless indicated otherwise. 3. Application: Interior concrete surfaces. 4. At new or unpainted concrete, provide block filler and finish coats. At previously painted concrete, provide primer and finish coats. B. Wood - Opaque Finish Latex System: 1. System: Three coats; first coat latex wood primer, and second and third coat latex enamel. 2. Sheen: Satin, unless indicated otherwise. C. Wood - Stain & Varnish Transparent Finish System: 1. System: Four coats; first coat stain, second coat alkyd sanding sealer, and third and fourth coats alkyd varnish. Sand with 220 grit sandpaper between coats. Filler need not be used for open grain woods. 2. Sheen: Semi-gloss, unless indicated otherwise. 3. Application: Woods scheduled for transparent field finish. D. Ferrous Metal and Galvanized-Acrylic System: 1. System: Three coats; first coat acrylic DTM primer; second and third coats latex finish. The primer may be omitted at factory primed surfaces, except as necessary to recoat damaged or abraded preprimed surfaces. 2. Sheen: Semi-gloss, unless indicated otherwise. 3. Application: Interior ferrous metal surfaces including hallow steel metal doors and frames, pipe steel hand and guard rails, overhead doors and frames, access doors and panels, and fire extinguisher cabinets. 3.8 CLEANUP A. As the work proceeds and on completion of the work, promptly remove all sealers, primers, paints and finishes where spilled, splashed or splattered in a manner not to damage the surface from which it is removed. B. Remove masking. C. Clean, or replace with new, all lamps and electrical fixtures damaged by overspray; replace with new identical components all lighting fixture louvers and reflectors damaged by overspray. 3.9 COLOR SCHEDULE A. Provide paint colors to match those indicated on the drawings. Where a paint color is listed from a specific manufacturer, paint products from other approved manufacturers may be used, provided the color exactly matches the specified color, and the paint system meets the specified requirements. Where no paint color is indicated, provide color and sheen as selected by the Architect. END OF SECTION I I BID DOCUMENTS 099000-7 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 101400 KENT, WASHINGTON SIGNAGE PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Code required signage. 2. Dimensional letter signage. B. Related Sections: 1. None C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016310. 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. A36- Structural Steel. 2. B209 -Aluminum and Aluminum Alloy Sheet and Plate. 1.3 SYSTEM DESCRIPTION —CODE SIGNAGE 1. Accessibility Signage: a. Provide enameled aluminum reverse silk screened signs with international symbol of accessibility, raised letters, and Braille. b. Locations and quantities per Plans. 1.4 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Samples: 1. Submit samples of each general sign type proposed for the Work. 2. At dimensional letter signage,submit sample letter of same size and construction as will be used in the finished work. C. Schedule: Submit schedule of signage. List text, location, size, and type for each sign to be provided. D. Shop Drawings— Dimensional Letter Signage: 1. Indicate kinds and quantities of material, methods of joining and anchoring, gaskets and sealants, field dimensions as appropriate, and relationship to adjoining materials. 2. Indicate requirements for sleeves, cutting, and blocking required to facilitate installation of the work. 3. Show full size sections of all extrusions, corners, retainers, complex details, and connections, clearly indicating fabrication and erection techniques. 4. Indicate colors and finishes of all exposed surfaces. 1.5 QUALITY ASSURANCE A. Qualifications: 1. Fabricator Qualifications: Signage manufacturer with five years documented experience in work of similar type and scope. 2. Installer Qualifications: Use only installers skilled and experienced in the installation of graphics of the type scheduled. BID DOCUMENTS 101400-1 12111118 , p LAKE MERIDIAN BATHHOUSE SECTION 101400 KENT, WASHINGTON SIGNAGE B. Regulatory Requirements: Signage shall conform to the requirements of the jurisdictional code authorities. C. Installer Qualifications: 1. Skilled and experienced in the installation of illuminated signs similar to those required for the work. 2. Helpers and apprentices shall be supervised at all times by thoroughly skilled installers. D. Preinstallation Conference: 1. Administer preinstallation conference as specified in Section 013120. 2. Attendees: Contractor, Architect, Owner's Representative, sign fabricator, sign installer. 3. Review installation procedures and proposed locations. Perform mock-up installations in locations as approved. PART 2 - PRODUCTS 2.1 MATERIALS A. Aluminum Sheet: 1. ASTM B209, 5005-1-132 alloy and temper. 2. 0.090 inch aluminum sheet for face and 0.080 inch for return. 2.2 FABRICATION A. Signs shall be free of rough edges, irregular surfaces, non uniform finishes, and similar imperfections. B. Exterior Signs: 1. Fabricate from minimum .12 aluminum, with baked enamel finish and silk screened graphic. C. Fasteners: 1. Stainless steel tamper resistant head,type as required by substrate. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 INSTALLATION A. All graphics shall be mounted level and plumb and in accurate alignment. B. Mounting: 1. Clean surfaces as necessary prior to mounting. 2. At Concrete Substrate: Provide tamper proof stainless steel expansion anchors set in holes drilled in the concrete, plastic anchors are not acceptable. 3. At Steel Substrate: Provide tamper-proof stainless steel fasteners, install as indicated. 4. Minimum of four fasteners at each sign. i END OF SECTION ,l I 'I' BID DOCUMENTS 101400.2 12111118 LAKE MERIDIAN BATHHOUSE SECTION 102115 KENT, WASHINGTON SOLID PLASTIC TOILET COMPARTMENTS PART 1 - GENERAL 1.1 SUMMARY A. Section Includes: 1. Floor-Headrail supported solid plastic toilet partitions, doors and hardware. 2. Attachment and operating hardware. B. Related Sections: 1. 055000 — Metal Fabrications 2. 061000 - Rough Carpentry: Blocking. 3. 102813- Toilet Accessories. C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitute products will be considered only under the terms and conditions of Section 016310 1.2 REFERENCES A. American Society for Testing and Materials (ASTM): 1. D256 -Test Method for Impact Resistance of Plastics. 2. D2240 -Test Method for Rubber Property- Durometer Hardness. 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: Indicate the exact items proposed for use including fittings, hardware, and attachment items. C. Shop Drawings: Indicate partition layouts and dimensions, swing of doors, elevations, anchorage and mounting details, components, hardware, finishes, blocking requirements, and critical field dimensions. D. Product Data: Indicate the exact items proposed for use including fittings, hardware, and attachment items. E. Samples: 1. Plastic: For each color required, two (2) 8x10 inch samples of plastic material. 2. Hardware: One (1) sample of each type of hardware, excluding floor attachment hardware, proposed for the work. 1.4 QUALITY ASSURANCE A. Codes: 1. All work shall meet the requirements of governing codes, ordinances, laws, regulations, safety orders and directives relating to the work. 2. Handicapped Requirements: Comply with applicable regulations regarding access by handicapped persons. 1.5 MAINTENANCE A. Furnish twelve additional latch and strike assemblies, with fasteners, for maintenance stock. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. One of the following: 1. Scranton Products Inc. (Scranton, Pa; 800.445.5148) 2. Accurate Partitions Corp. (Lyons, IL; 708-442.6B00) 3. Approved equal. BID DOCUMENTS 102115-1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 102115 KENT, WASHINGTON SOLID PLASTIC TOILET COMPARTMENTS 2.2 MATERIALS A. Panels, doors, pilasters, shoes and wall brackets shall be fabricated from polymer resins (HDPE) under high pressure to form a single component section which is waterproof and nonabsorbant. 1. Color: Hiny Hiders "Charcoal Grey" or approved equal. 2. Heights: a. At room WC 106: Overall height 83 inches. 1) 9 inches from floor to bottom of door. 2) 66 inches door and panel height. " I 3) 8 inches from top of door to top of head rail. b. At rooms Women 100 and Men 101: Overall height 83 inches. 1) 14 inches from floor to bottom of door. 2) 55 inches door and panel height. 3) 14 inches from top of door to top of head rail. B. Pilaster Shoes: ASTM A 167, Type 302/304 stainless steel, not less than 3 inches high, 20 gage, finished to match hardware. C. Stirrup Brackets: 1. Polished chromium plated over solid brass, or polished stainless steel, unless indicated otherwise. Aluminum or low temperature alloy castings not acceptable. 2. Provide continuous brackets at urinal screens. D, Hardware: Polished chromium plated over solid brass, or polished stainless steel, unless specified otherwise. Aluminum or low temperature alloy castings not acceptable. 1. Hinges: Cutout inset type, adjustable to hold door open at any angle up to 90 degrees. Provide gravity type, spring-action cam type, or concealed torsion-rod type, to suit manufacturer's standards. 2. Latch units for non-handicapped compartments: Manufacturer's standard concealed or surface- mounted strike and keeper units designed for emergency access. 3. Latch units for handicapped compartments: Manufacturer's standard concealed or surface- mounted sliding or flip-over latch units, designed for emergency access and for use by handicapped persons. 4. Coat hook: Manufacturer's standard unit, combination hook and rubber-tipped bumper. 5. Door pull: Manufacturer's standard U-shaped handle unit. E Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless steel, or chromium-plated steel or brass finished to match hardware, with tamper-resistant heads and nuts. For concealed anchors, use hot-dip galvanized, cadmium-plated, or other rust-resistant protective- coated steel. 2.3 FABRICATION A. Take field measurements prior to fabrication where possible. Coordinate installation of adjacent materials as necessary to accommodate installation within specified requirements. B, Door Configurations: 1. Ordinary Toilet Stalls: 24 inch wide, in-swinging doors. 2. Handicapped Toilet Stalls: 32 inch wide (clear opening) out-swinging doors. C. Urinal Screen Size: 18 x 42 inches. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in I writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of conditions as satisfactory. c C. Verify correct location of built-in framing, blocking, and bracing, where required. ti BID DOCUMENTS 102115-2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 102115 KENT, WASHINGTON SOLID PLASTIC TOILET COMPARTMENTS 3.2 INSTALLATION A. Install partitions secure, plumb, square. B. Provide 112 inch space between wall and panels and between wall and end pilasters. C. Attach panel brackets securely to walls using appropriate anchorage devices. D. Anchor urinal screen panels to walls with manufacturer's standard mounting brackets, secured through substrate to concealed blocking. E. Adjust pilasters for floor variations; conceal floor fastenings with pilaster shoes. F. Make provisions for setting and securing continuous aluminum overhead-bracing tube at top of each pilaster. Hang doors and adjust so that tops of doors are parallel with overhead brace when doors are in closed position. G. Equip each door with hinges, one door latch, and one coat hook. H. Install door strike on each pilaster in alignment with door latch. I. Adjust and align hardware to uniform clearance at vertical edges of doors not exceeding 3l16 inch. J. Adjust hinges to locate doors in partial open position when unlatched, except that out-swing doors shall return to closed position. 3.3 CLEANING A. Remove protective maskings. B. Clean surfaces, leave in condition ready for public use. 3.4 ADJUSTING A. Approximately 60 days after substantial completion, return to site and adjust pilaster floor attachments as necessary for accurate alignment. Coordinate with Owner's Representative. END OF SECTION BID DOCUMENTS 102115-3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 102813 KENT, WASHINGTON TOILET ACCESSORIES PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Metal and plastic toilet accessories. 2. Grab bars for accessible toilet enclosures. 3. Hand dryer. 4. Fold down baby counter. 5. Rough-in frames furnished to other sections. 6. Attachment hardware. B. Related Sections: 1. 061000- Rough Carpentry: Blocking. 2. 092200—Lightgage Metal Support Framing: Metal backing and support framing. 3. 102115—Solid Phenolic Plastic Toilet Compartments C. Drawings, the provisions of the Agreement, the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Substitutions will be considered only under the terms and conditions of Section 016000, 1.2 REFERENCES A. American National Standards Institute (ANSI): Al17.1 -Accessible and Usable Building Facilities (2003) 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: 1. Submit for each toilet accessory. 2. Include complete blocking and mounting instructions for fold down baby counters. 1.4 DELIVERY, STORAGE,AND HANDLING A. Do not deliver accessories to site until rooms in which they are to be installed are ready to receive them. B. Pack accessories individually in a manner to protect accessory and its finish. 1.5 COORDINATION A. Verify locations and dimensions shown with field conditions prior to installation. B. Avoid damaging the work or finish of other trades; repair damage, or replace damaged items, as directed, at no additional cost to the Owner. 1.6 WARRANTY A. Submit in accordance with Section 017700. B. Folding Baby Counters: Include manufacturer's standard $1,000,000 liability policy,written to cover all units installed under this contract. PART 2 - PRODUCTS 2.1 ACCESSORIES A. Manufacturer: Bobrick Washroom Equipment Company (North Hollywood CA; 818-503-1630), unless approved otherwise. B. Accessories: 1. Grab Bars (GB): Bobrick B-6806 Series, size and configuration as indicated; include 2562 ti concealed anchor devices; include 2562 and 2582 concealed anchor devices as appropriate. 'J BID DOCUMENTS 102813.1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 102813 KENT, WASHINGTON TOILET ACCESSORIES 2. Sanitary Napkin Receptacle(SNR): B-254 3. Toilet paper Dispenser: Royce Rolles CTP-4 Covered Four-Roll Toilet Paper Dispenser 4. Soap Dispenser; L Bobrick B26637 5. Framed Mirror: Ketcham TPMA-1830, theft proof mirror w/ stainless steel frame. 2.2 MISCELLANEOUS EQUIPMENT A. Fold Down Baby Counter: 1. Manufacturer: Koala Corporation (St. Paul MN; 800-666-0363). 2. Counter: Baby Changing Station" a. Design: "Koala Bear Kare Stainless Steel Baby Changing Station"horizontal design;fully recessed; gray color. Provide surface mount model at concrete and CMU walls. b. Construction: Fully recessed; 16 gage type 304 stainless steel with white Hi interior; steel hinges, counterbalance, safety straps and bed liner dispenser. C. Graphics: Manufacturer's standard, except omit logo from bottom of station bed. B. Hand Dryer (HD): World Dryer Corp. (Berkeley IL; 800/323-0701); Model VerdiDri# Q-973A; universal voltage; brushed stainless steel finish; surface mount; automatic operation; fixed nozzle. PART 3 - EXECUTION 3.1 EXAMINATION A. Prior to starting work, carefully inspect installed work of other trades and verify that such work is complete to the point where work of this Section may properly commence. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. B. Do not begin installation until all unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 PREPARATION A. Coordinate with Section 102109 for preparation of reinforcements and openings to receive thru- partition mounted accessories. B. Deliver inserts and rough-in frames to jobsite at appropriate time for building-in. Coordinate installation. C. Furnish templates and rough-in measurements as required. D. Protect adjacent or adjoining finished surfaces from damage during installation of work of this Section. E. Verify exact location of accessories. F. Coordinate installation of blocking and backing as necessary to support wall mounted items. 3.3 INSTALLATION A. Install fixtures, accessories and items in accordance with manufacturer's instructions, and as indicated on the Drawings. B. Install true, plumb, and level,securely and rigidly anchored to substrate. C. Mount accessories in locations and elevations as indicated on the Drawings. Where elevation is not indicated, mount at the minimum elevation recommended by the manufacturer. 1. Where thru-partition mount combination units with toilet tissue dispensers are indicated, orient units to position with toilet tissue dispensers furthest from wall, or as necessary for compliance with ANSI A117.1. D. Baby Changing Station: 1. Use manufacturer's template to cut opening and holes for attachment. 2. Set changing station in a bed of putty to seal perimeter to countertop; secure changing station in place. Do not overtighten fasteners. 3. Remove excess putty. E. Use tamper-resistant fasteners. BID DOCUMENTS 102813-2 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 102813 KENT, WASHINGTON TOILET ACCESSORIES - ------------ .. ........................... END OF SECTION BID DOCUMENTS 102813-3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 05 KENT, WASHINGTON PLUMBING PROVISIONS PART 1GENERAL 1.1 DESCRIPTION A. The work under this Division includes furnishing all materials, equipment, labor, supervision, tools and items necessary for the construction, installation, connection, testing and operation of all plumbing work for this project, as shown on the Drawings and defined in this Division. 1.2 QUALITY ASSURANCE A. Substitutions: Conform to requirements of Division 1. 1. Whenever any material or equipment is specified by patent or proprietary name or by the name of the manufacturer, such specification establishes the standard of quality in that particular field of manufacture. 2. When approved substitute equipment or material necessitates revisions to the plans or involves other trades, include drawings and details showing all such changes, and coordinate and assume any liability from the affected trades. 3. Acceptance: The acceptance of a manufacturer's name or product by the Architect does not relieve the Contractor of the responsibility for providing materials and equipment which comply in all details with the requirements of the contract documents. B. Tests: Demonstrate that all equipment operates as indicated as specified, and in accordance with the manufacturer's recommendations. Perform tests in the presence of the Architect. Provide all instruments and personnel required to conduct the tests. C. Qualifications: Use sufficient, licensed,journeyman and competent supervisors in the execution of the work to ensure proper and adequate installation throughout. In the acceptance of installed work, no allowance will be made for lack of skill on the part of the workmen. 1.3 Contract Time and Sequence A. Conform to the requirements of Division 1, 1.4 WORK OF OTHER TRADES A. The Drawings do not show complete details of the building construction. Refer to the architectural, structural, civil, and electrical Drawings for those details which may affect the execution of this work. Specific locations of structural or architectural features or equipment items shall be obtained from field measurements or the trade providing the material or equipment. No extra payments will be allowed for failure to obtain this information. B. Coordination: Conform to requirements in Division 1. Plan and execute work including, but not limited to, piping and ductwork, in cooperation with all other trades. Make every reasonable effort to provide all concerned with timely notice of work affecting other trades to prevent conflicts or interference as to space requirements, dimensions, openings, block-outs, sleeving or other matters which will cause delays or necessitate work-around methods. Failure to coordinate work will be considered sufficient cause for work to be altered at Contractor's expense, as directed by Architect. C. Contractor shall give full cooperation to other trades and shall furnish in writing to other contractors, with copies to the Architect, any information necessary to permit the work of all trades to be installed satisfactorily, with the least possible interference or delay, and with maximum headroom and clearance. BID DOCUMENTS 22 05 05 - 1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 05 ? KENT, WASHINGTON PLUMBING PROVISIONS D. The Contractor shall furnish to other trades, as required, all necessary templates, patterns, setting plans, and shop details for the proper installation of work and for the purpose of coordinating adjacent work. E. Electrical/Plumbing Division of work. tern Furnished by Set By Power Control Wiring Wiring Equipment Motors PC PC EC Fused and Unfused Disconnect EC EC EC switches, thermal overload & Heaters Motor Starter and Overload Heaters PC EC EC PC Manual Operating & Speed PC EC EC EC Switches Control Relays and Transformers PC PC EC PC Temperature Control Panels PC PC EC PC Motor& Solenoid Valves, Damper PC PC EC PC Motors, PE & EP Switches Temporary Heating Connection PC PC EC PC Heat Trace PC PC EC PC/EC** Low Voltage Thermostats/Sensors PC PC EC PC/EC** 1. EC = Electrical Contractor(Division 26) 2. PC= Plumbing Contractor (Division 22) 3. MOTOR INTERLOCK BY PC. 4. LINE VOLTAGE BY EC, LOW VOLTAGE BY PC. 5. ALL TEMPERATURE CONTROL CONDUIT AND WIRING SHALL BE FURNISHED AND INSTALLED UNDER PC SUBCONTRACT. ALL MOTORIZED ACTUATOR WIRING SHALL BE BY PC. 1.5 CODES, PERMITS, INSPECTIONS, AND FEES A. Comply with requirements of Division 1. B. Obtain permits and inspections and pay fees required by National, State and Local authorities. Make arrangements for inspections by the Architect, Owner or other authority as required. Submit 3 copies of certificates of compliance to the Architect. C. Work and materials shall be in accordance with requirements of all applicable codes, regulations, and ordinances. D. Codes shall be construed as establishing a minimum or base level, of requirements. Where provisions of the various codes standards conflict with each other, the more stringent provisions shall govern. E. Nothing in Drawings and specifications shall be construed to permit work not in conformance with these rules and regulations. - F. Where Drawings or specifications call for material or construction of a better quality or larger sizes than required by the above-mentioned rules and regulations, the provisions of the Drawings or specifications shall take precedence over requirements of the rules and regulations. i BID DOCUMENTS 22 05 05 -2 12/11/18 ti LAKE MERIDIAN BATHHOUSE SECTION 22 05 05 KENT, WASHINGTON PLUMBING PROVISIONS G. Utilities: Comply with all rules and requirements of local utility companies; coordinate and pay for all connections. 1.6 EQUIPMENT APPROVALS A. Whenever UL listed standards exist for equipment with electrical components, provide UL listed equipment. Otherwise provide equipment certified by the manufacturer as complying with UL standards for similar items. B. All materials, equipment, and processes requiring approval of the Washington State Department of Labor and Industries or other nationally-recognized testing agency shall be labeled as so approved in accordance with the provisions of the Washington Administrative Code. 1.7 INTENT OF DRAWINGS A. Drawings are diagrammatic and show only approximate locations of piping, ducts, fixtures, and equipment. Take measurements from building or site and verify with architectural, structural, or electrical Drawings. Because of the small scale of the Drawings, it is not possible to indicate all offsets, fittings, and accessories that may be required. Carefully investigate the plumbing, fire protection, electrical, structural, and finish conditions that would affect the work to be performed and arrange such work accordingly, furnishing required ductwork and piping offsets, fittings, and accessories to meet such conditions. No additional payment shall be made for such offsets, fittings and accessories. B. It is the responsibility of the Contractor to provide equipment that fits into the space allotted and allows adequate acceptable clearances for installation, replacement, entry, servicing, and maintenance. When motors and equipment furnished are larger than sizes indicated, provide any required changes to the electrical services as may be necessary and related work as a part of the work for the section specifying that motor or equipment. C. Report any conflict to Architect prior to proceeding with the work. Failure to follow this instruction is considered sufficient cause to alter the work, at no cost to the Owner, as directed by the Architect. D. Plans and sections generally do not show all isolating valves, control valves, instruments, or other components; refer to diagrams or schematics to obtain a more complete description of systems. 1.8 DETAIL DRAWINGS BY CONTRACTOR A. Wherever the work is of sufficient complexity to warrant additional detailing, prepare additional detail drawings to scale 1/4 inch = 1 foot, prepared on tracing paper the same size as contract drawings; with these layouts, coordinate work with the work of other trades. All such detailing work shall be clearly identified or the drawings as to the area to which it applies. B. Do not submit these drawings to the Architect for approval. At completion, however, include a set of such drawings with each set of as-built drawings for Owner's record purposes. 1.9 SUBMITTALS A. Comply with requirements of Division 1 and below. B. Submit complete, at one time. Partial submittals will not be considered. C. List of Manufacturers: Submit within 30 days after award of Contract a Bill of Materials containing items to be used on this project, listing manufacturer's name and catalog numbers (where applicable) and referenced to the applicable specification paragraph. BID DOCUMENTS 22 05 05 -3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 05 KENT, WASHINGTON PLUMBING PROVISIONS D. Catalog sheets shall be complete and the item of model to be used shall be clearly marked. E. Form: Submittals shall be in booklet form. The data shall be arranged and indexed under basic categories. A typewritten index shall be included with dividers and identifying tabs between sections and references to sections of the specifications. Catalog sheets shall be marked to indicate the scheduled equipment tag item being submitted. F. Submit shop drawings, coordination drawings, descriptive bulletins, data sheets, diagrams, catalog cuts, samples and mock-ups, test reports and certifications, operation and maintenance manuals, warranties/guarantees, seismic calculations or other additional information as required for the items specified hereinafter in other sections. G. Acceptance: The acceptance of a manufacturer's name or product by the Architect does not relieve the Contractor of the responsibility for providing materials and equipment which comply in all details with the t requirements of the contract documents. 1.10 MATERIAL AND WORKMANSHIP A. Comply with requirements of Division 1 and and the following: B. Quality: Materials, products, and equipment in strict accordance with governing codes and ordinances. C. Quantity: Equipment and items of any one classification which are used in quantity, such as accessories, valves, specialties, cleanouts, drains, fittings, fans, air handling units etc., shall be products of one manufacturer and shall be used only for services recommended by the manufacturer. D. All materials and apparatus required for the work shall be new, of first-class quality, and shall be furnished, delivered, erected, connected and finished in every detail, and shall be so selected and arranged as to fit properly into the building spaces. Where no specific kind or quality of material is given, a first-class standard article as approved by the Architect shall be furnished. E. All equipment specified shall be regularly cataloged items of the manufacturer; shall have been in use for at least three (3) years; shall have had continuous representation by a firm located within 75 road miles of the site for at least three(3) years and shall be supplied as a complete unit in accordance with the manufacturer's standard specifications and any optional items required for proper installation for the equipment unless otherwise noted. All equipment and materials shall be installed in accordance with the manufacturer's recommendations and best trade practices. F. The Contractor shall furnish the services of an experienced superintendent, who shall be constantly in charge of the installation of the work, together with all skilled workmen, fitters, metal workers, welders, helpers and labor required to unload, transfer, erect, connect-up, adjust, start, operate, and test each system. G. Unless otherwise specifically indicated on the Drawings or specifications, all equipment and materials shall be installed with the approval of the Architect in accordance with the recommendations of the manufacturer. This includes the performance of such tests as the manufacturer recommends. H. As required by requirements of the Plumbing Specifications, other portions of the Specifications, and Standards to which reference is made in the Specifications, or where prohibited by Codes, Regulations and Ordinances, no materials shall be installed which exceed the allowable limits of flame-spread or smoke-developed indexes, or which do not meet the requirements for Approved Plastic Materials as defined in the International Building Code. BID DOCUMENTS 22 05 05 -4 12/11/18 i LAKE MERIDIAN BATHHOUSE SECTION 22 05 05 KENT, WASHINGTON PLUMBING PROVISIONS 1.11 OPERATION AND MAINTENANCE MANUALS A. Time of submittals, quantity of copies for submittals, binding, content, and other requirements shall be as specified in Division 1: B. Prepare an operating and maintenance manual for all equipment provided under Division 22 in accordance with Division 1. C. In addition to the requirements In Division 1, include the following In the operating and maintenance manual; 1. Manual shall include warranties and operating/maintenance instructions for all portions of the plumbing system. 2. Actual model numbers of all equipment shall be indicated; list all .impeller and motor sizes for pumps. 3. Include filter information, lubrication information and exploded view diagrams when applicable. 4. All copies are to be neat, clean and readable. 1.12 RECORD DRAWINGS A. A Construction set of drawings shall be kept and updated ON SITE with red lines denoting changes and progress of work. Approved changes of work shall be indicated on these drawings along with date of approval and reference to the person who approved such changes. B. Furnish record drawings in conformance with the requirements of Division 1. C. Record drawings shall show all buried piping and duct work,with dimensions given to permanent, easily identified building features. D. Record drawings shall indicate locations of all valves, dampers, and other access points which are above ceilings or concealed in walls. Valve numbers shall be indicated on the Record Drawings. 1.13 SITE CONDITIONS AND METHODS A. Cutting and Patching: Conform to requirements in Division 1 and 2. Keep cutting and patching to a minimum. If required, all patching shall conform to specifications for the new general construction work. Finish to match existing work. B. Measurements: Verify space availability by field measurement prior to submitting shop drawings for approval. C. Roughing-In Dimensions: Obtain roughing-in dimensions for equipment from approved shop drawings or actual equipment measurements. D. Manufacturer's Installation Instructions: Follow manufacturer's written instructions where furnished. If the details are in conflict with design drawings, notify Architect for resolution. E. Accessibility: Install products which require periodic servicing or repair so that products are readily accessible. Otherwise, obtain Architect's approval of location. F. Provision for Light Fixtures: In laying out piping and ductwork, provide a minimum of 8 inches above all ceilings to allow clearance for light fixtures. Where available structural clearances are limited and piping cannot be routed above ductwork due to sloping requirements (e.g. gravity sanitary pipe), piping shall be routed to within 4 inches of ceiling at locations between light fixtures. If interferences occur, move the piping or ducts and, if not possible, notify the Architect. BID DOCUMENTS 22 05 05- 5 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 05 KENT, WASHINGTON PLUMBING PROVISIONS G. Rejected Materials: Remove damaged or rejected materials from the site. H. Operation of Equipment and Systems: Contractor is responsible during all periods of balancing and testing, I. Delivery, Storage, and Handling: Conform to requirements of Division 1 and the following: 1. Handle, store, and protect equipment and materials to prevent damage before and during installation in accordance with the manufacturer's recommendations and as approved by the Architect. Replace damaged or defective items. 2. Equipment with damaged factory applied finishes shall be refinished as required to bring the equipment to a like-new condition in accordance with manufacturer's recommendations. 1.14 TESTING AND DEMONSTRATION A. Submit a start-up procedure for Architect to review and approve. Coordinate all testing procedures and schedules with Architect and owner. All testing shall be documented with test procedures, results and initials of witnessing personnel. B. Submit a start-up procedure for Architect to review and approve. Coordinate all testing procedures and schedules with the Commissioning Consultant; refer to Division 1 —Commissioning. All testing shall be documented with test procedures, results and initials of witnessing personnel. C. Perform all hydrostatic tests required in codes and ordinances. Additional tests may be required under balancing and testing. D. Systems Operation Demonstration: Subject systems to such operating tests as are required to demonstrate that the equipment installed will operate within the specified limits through normal ranges and sequences including simulation of possible abnormal conditions. Operate every device manually and automatically, in accordance with its purpose. Operating test duration; not less than 6 hours after all major corrections have been made. If tests do not demonstrate satisfactory system performance, correct deficiencies and retest systems. E. Operation of Equipment and Systems: Contractor is responsible during all periods of balancing and testing. F. Provide all equipment, instruments, personnel and supplies required to conduct all tests. G. Fuel and electricity required for tests shall be provided by the Contractor. 1.15 SYSTEM START-UP A. Conform to requirements in Division 1. B. Contractor shall start-up and check all systems for proper operation. Use industry standard or manufacturer check-off sheets for start-up. Provide copy of check sheets used to Architect for review and acceptance. 1.16 INSTRUCTION FOR OWNER'S PERSONNEL J A. Contractor's representatives, in general, who conduct these instructions and demonstrations shall be qualified foremen or superintendents acquainted with this project and from the trade involved. For control systems, the representative shall be the control engineer who performs testing and adjustment. For major equipment, the representative shall be manufacturer's representatives with operating experience and substantial design experience on this project. Their qualifications shall be submitted to the Architect before conducting the instruction period. BID DOCUMENTS 22 05 05 -6 12/11/18 u LAKE MERIDIAN BATHHOUSE SECTION 22 05 05 KENT, WASHINGTON PLUMBING PROVISIONS B, Representatives of Owner who will be present at these meetings may include Owners administrative, operating, and maintenance personnel; and for fire protection systems, representatives of City Fire Department. C. General Description of Instruction Periods: Each period shall include preliminary discussion and presentation of Information from operation and maintenance manuals with appropriate references to Drawings, followed by tours of equipment spaces explaining maintenance requirements, access methods, servicing, and maintenance procedures, temperature settings, and available system and equipment adjustments. D. Duration of Instruction Periods: Plumbing Systems 2 hours 1.17 INSPECTION A. When requesting final inspection, submit written certification that the work has been fully completed in strict accordance with Drawings and specifications. B, Submit written certification of inspection from the governing building authority stating that all work has been inspected, accepted, and approved as complying with existing governing ordinances and codes. 1.18 GUARANTEES AND WARRANTIES A. Submit written copies of all guarantees and warranties prior to requesting final payment. 1.19 SCHEDULE OF VALUES A. The schedule of Values for Mechanical work shall be prepared in accordance with Division 1 requirements. The breakdown of Mechanical work shall include the following categories: Mobilization and Demobilization Water Piping, underground Water Piping, above ground Waste and Vent Piping, underground Waste and Vent Piping, above ground Gas Piping, above ground Plumbing Fixture rough-in and carriers Plumbing Fixtures Plumbing Piping Insulation Plumbing Equipment and Accessories 1.20 PROTECTION A. The Contractor shall protect all work and material from damage by his work or workmen, and shall be liable for all damage thus caused. B. The Contractor shall be responsible for work and equipment until finally inspected, tested, and accepted; he shall protect work against theft, Injury or damage; and shall carefully store material and equipment received BID DOCUMENTS 22 05 05 -7 12111118 LAKE MERIDIAN BATHHOUSE SECTION 22 05 05 KENT, WASHINGTON PLUMBING PROVISIONS on site which are not immediately installed. He shall close open ends of work with temporary covers or plugs during storage and construction to prevent entry of obstructing material. C. Cover and seal all openings in piping, ductwork and equipment during construction to prevent against contamination from dirt and debris. 1.21 SCAFFOLDING, RIGGING, HOISTING A. The Contractor shall furnish all scaffolding, rigging, hoisting, and services necessary for erection and delivery into the premises of any equipment and apparatus furnished. Remove same from premises when no longer required. PART PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION i i r i d BID DOCUMENTS 22 05 05 -8 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 07 KENT, WASHINGTON SPECIAL PROVISIONS PART1 GENERAL 1.1 DESCRIPTION A. General Information: 1. The other Contract Documents complement the requirements of this section. 2. Requirements of Division 0 and Division 1 apply to the work of this section. 1.2 DEFINITIONS A. "Furnish" means supply and deliver to the job site. B. "Install" means build into the work, ready to use in a complete finished and operable system, C. "Approved or Approval" means written approval by the Owner or"Owner's agent". D. "Work" or"Project" means the entire scope of work required by the Contract Documents. E. "Substantial completion" shall mean that the entire project (or readily definable portion thereof if so designated in the contract documents) is acceptable to code enforcement authorities and to the extent required by such authorities, has been inspected and approved by such authorities, and is suitable for occupancy by the owner or occupant for the purpose intended. F. "Provide" means furnish and install for a complete finished and operable system. 1.3 CERTIFICATION A. By submitting a bid on the plumbing system, the plumbing subcontractor acknowledges and/or certifies the following: 1. That he has carefully examined all the drawings and Specifications (including but not limited to architectural, site, utility, structural and electrical drawings and specifications); that he fully understands the drawings and specifications); that he fully understands the Contract requirements and has determined to his satisfaction that the drawings and Specifications are adequate to complete the mechanical system; and that he can provide a complete finished and operable system in accordance with the intent of the contract documents. 2. That he has had a reasonable opportunity to discover any ambiguities in the Specifications and drawings or questions with regard to the contract documents and such ambiguities have been brought to the attention of the architect/engineer in writing prior to submitting the bid. 3. That he has reviewed the project progress schedule with the General contractor, fully understands the schedule, and he has verified, prior to submitting a bid, availability of all necessary labor and materials including supervision and office backup, and can comply with the schedule requirements. 4. That there may be changes to the scope of work and that he understands that any proposal submitted for performance of additional work over and above that required by the basic contract will include all costs to the contractor associated with such change including but not limited to labor, materials, subcontracts, equipment, taxes, fees, schedule impact, loss of efficiency, supervision, overhead and profit. 5. That the contract requires him to coordinate is work with that of all other trades and that the responsibility for coordination Includes the rerouting, offsets, etc., to fit work in the structure in a manner that is compatible with the work of other trades in the same area. BID DOCUMENTS 22 05 07 - 1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 07 KENT, WASHINGTON SPECIAL PROVISIONS r 6. That the routing of the elements of the mechanical system included in the plans is schematic only and that offsets and rerouting probably will be required in installation, and labor and materials have been included for such in his bid. 7. That he has consulted with all affected Utilities and included in his bid all labor and materials to meet all requirements which may be imposed by each utility and has also included in his bid all costs and fees to be paid to such utilities, including temporary services and temporary and permanent connections unless specifically excluded in basic contract Documents. 8. That he understands the submittals of material and equipment to the Architect-Engineer is for the purpose of establishing what the contractor is supplying for the project. Any review undertaken by the Architect-Engineer does not relieve the Contractor of its responsibility to furnish and install all materials and equipment required for its work in the project nor does such review relieve the contractor of his responsibility for coordination with contractors, subcontractors or designers to ensure that such materials and equipment will fit and be suitable for the purpose intended. 9. The contractor agrees to receive the prices set forth in its bid as full compensation for furnishing all the materials and labor which may be required in the prosecution and completion of all work required under the contract documents, and in all respects to complete the contract work to the satisfaction of the Architect-Engineers. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION I I a c BID DOCUMENTS 22 05 07 -2 12111/18 ,l LAKE MERIDIAN BATHHOUSE SECTION 22 05 09 KENT, WASHINGTON ACCESS, EXCAVATION & BACKFILLING PART 1 -GENERAL 1.1 DESCRIPTION A. General Information: 1. The other Contract Documents complement the requirements of this section. 2. Requirements of Division 0 and Division 1 apply to the work of this section. 1.2 COMPLIANCE A. UL Compliance: Where UL fire-resistance rating is indicated for construction penetrated by access units, provide UL-listed and labeled units, except for those units which are smaller than minimum size requiring ratings as recognized by governing authority. PART 2 - PRODUCTS 2.1 ACCESS TO MECHANICAL EQUIPMENT A. General: Provide access to concealed mechanical equipment, adequate for operation and maintenance. Provide locked units where indicated. Where located in a painted surface area, provide units primed for painting otherwise, provide polished chrome or stainless steel units, unless another type of finish is indicated. Provide UL-labeled fire-resistant units where required. Provide access for applied finish material where indicated. 1. Door Construction: Welded steel ground smooth, 16-gauge frames and 14-gauge panels, 175 deg. swing, spring hinges, cam locks, 5-pin/disc cylinder lock where indicated. B. Manufacturer: Provide products of one of the following: 1. Access Doors: Milcor Div; Iryco, Inc., J.R. Smith Mfg. Co., Zurn Industries, Inc. PART 3 - EXECUTION 3.1 INSTALLATION A. Install access units as indicated, in accordance with equipment manufacturer's written instructions and in compliance with NEC, to ensure that access doors fulfill requirements. 3.2 EXCAVATING AND BACKFILLING FOR MECHANICAL WORK A. General: Except where required excavating/back filling is indicated as work of another section, or mechanical work can be performed integrally with other work in same excavation, excavate and backfill as required for proper performance of mechanical work. Coordinate with other work, and patch or repair to fully restore landscape work, pavement and other work where disturbed. Provide suitable materials for backfilling as required by Division 31. END OF SECTION BID DOCUMENTS 22 05 09- 1 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 22 05 53 KENT, WASHINGTON IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT SECTION 22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PART1 GENERAL 1.01 SECTION INCLUDES A. Nameplates. B. Tags. C. Pipe markers. D. Ceiling tacks, 1.02 REFERENCE STANDARDS A. ASME A13.1 - Scheme for the Identification of Piping Systems; 2015. B. ASME A13.1 - Scheme for the Identification of Piping Systems; 2015. C. ASTM D709 - Standard Specification for Laminated Thermosetting Materials; 2017, 1.03 SUBMITTALS A. See Section 013300 - Submittal Procedures, for submittal procedures. B. Shop Drawings: Provide list of wording, symbols, letter size, and color coding for mechanical identification and a valve chart and schedule, including valve tag number, location, function, and valve manufacturer's name and model number. C. Product Data: Provide manufacturers catalog literature for each product required. a D. Project Record Documents: Record actual locations of tagged valves. PART 2 PRODUCTS 2.01 IDENTIFICATION APPLICATIONS A. Piping: Pipe markers. BID DOCUMENTS 22 05 53 - 1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 53 KENT, WASHINGTON IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT B. Pumps: Nameplates, C. Small-sized Equipment: Tags. D. Tanks: Nameplates. E. Valves: Tags and ceiling tacks where located above lay-in ceiling. 2.02 NAMEPLATES A. Manufacturers: 1. Kolbi Pipe Marker Co.: www.kolbipipemarkers.com. 2. Seton Identification Products: www.seton.com. B. Description: Laminated three-layer plastic with engraved letters. 1. Letter Color: White. 2. Letter Height: 1/4 inch. 3. Background Color: Black. 4. Plastic: Conform to ASTM D709. C. Each equipment nameplate shall match how equipment is identified on Drawings and the name of the room or zone served. Locate nameplates to be readily visible. Concealed equipment shall have labels on two sides. 2.03 TAGS A. Manufacturers: 1. Advanced Graphic Engraving: www.advancedgraphicengraving.com, 2. Brady Corporation: www.bradycorp.com. 3. Kolbi Pipe Marker Co.: www.kolbipipemarkers.com. 4. Seton Identification Products: www.seton.com. B. Plastic Tags: Laminated three-layer plastic with engraved black letters on light contrasting background color. Tag size minimum 1-1/2 inch diameter. C. Manual valves on piping lines shall be provided with valve tags. Valve tags shall contain the following information. 1. Valve number and an abbreviation for the system served (i.e., HW, CW, HWC, HWS, HWR, CHS, CHR, G). BID DOCUMENTS 22 05 53 -2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 53 KENT, WASHINGTON IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT D, A typewritten list of the tag numbers, showing specific valve location and specific list of rooms affected by valve operation, shall be included in each operation and maintenance manual. 1. Each valve tag shall be numbered chronologically by system and applicable tag number shall be indicated on the as-built drawings. Valve numbering system shall conform to Owner's existing system (where applicable/existing). i 2.04 INFORMATION TAGS A. Clear plastic with printed "Danger," "Caution," or "Warning" and message; size 3 1/4 x 5 5/8 inches with grommet and self-locking nylon ties. 2.05 PIPE MARKERS A. Manufacturers: 1. Brady Corporation: www.bradycorp.com. 2. Kolbi Pipe Marker Co: www.kolbipipemarkers.com. 3. MIFAB, Inc: www.mifab.com. 4. Seton Identification Products: www.seton.com. i B. Comply with ASME A13.1. C,, Plastic Pipe Markers: Factory fabricated, flexible, semi- rigid plastic, preformed to fit around pipe or pipe covering; minimum information indicating flow direction arrow and identification of fluid being conveyed. D. Plastic Tape Pipe Markers: Flexible, vinyl film tape with pressure sensitive adhesive backing and printed markings. 2.06 CEILING TACKS A. Manufacturers: 1. Craftmark: www.craftmarkid.com. B. Description: Steel with 3/4 inch diameter color coded head. C. Color code as follows: 1. Plumbing Valves: Green, BID DOCUMENTS 22 05 53 -3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 53 KENT, WASHINGTON IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT PART 3 EXECUTION 3.01 PREPARATION A. Degrease and clean surfaces to receive adhesive for identification materials. 3.02 INSTALLATION A. Piping enclosed in walls is not required to be labeled. B, Install plastic nameplates with corrosive-resistant mechanical fasteners, or adhesive. Apply with sufficient adhesive to ensure permanent adhesion and seal with clear lacquer. C. Install tags with corrosion resistant chain. D. Number tags consecutively by location, E. Install plastic pipe markers in accordance with manufacturer's instructions. F. Install plastic tape pipe markers complete around pipe in accordance with manufacturer's instructions. G, Use tags on piping 3/4 inch diameter and smaller. 1. Identify service, flow direction. 2. Install in clear view and align with axis of piping. 3. Locate identification not to exceed 40 ft on straight runs including risers and drops, adjacent to each valve and Tee, at each side of penetration of structure or enclosure, and at each obstruction. H. Locate ceiling tacks to locate valves or dampers above lay-in panel ceilings. Locate in corner of panel closest to equipment. I. Install identifying devices after completion of coverings and painting, J, Each equipment nameplate shall match how equipment is identified on Drawings. Locate nameplates to be readily visible. K. Banding tape is to be lapped 1 1/2 turns around the piping to assure adequate adhesion. BID DOCUMENTS 22 05 53 -4 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 05 53 I KENT, WASHINGTON IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 3.03 MECHANICAL EQUIPMENT IDENTIFICATION A. Mechanical equipment Identification: Install engraved plastic laminate sign on or near every major item of mechanical equipment and each operation device. As an example, provide signs for but not limited to the following general categories of equipment and operational devices. 1. Pumps, compressors and similar motor-driven units. 2. Tanks and pressure vessels. 3.04 PIPE COLOR CODING AND MARKING (VERIFY WITH OWNER FOR THEIR STANDARDS) A. Pipe Contents Band Color Letter Color Marker Wording Soil, Waste, Drain, and Vent Green White S,W,D, and V Domestic Cold Water Green White CW Domestic Hot Water Yellow Black HW Domestic Hot Water Circulating Yellow Black HWC END OF SECTION k ,1 BID DOCUMENTS 22 05 53 - 5 12/11/18 i LAKE MERIDIAN BATHHOUSE SECTION 22 07 19 KENT, WASHINGTON PLUMBING PIPING INSULATION PART1 GENERAL 1.1 SECTION INCLUDES A. Piping insulation. B. Jackets and accessories. 1.2 RELATED REQUIREMENTS A. Section 22 10 05 - Plumbing Piping: Placement of hangers and hanger inserts. 1.3 REFERENCE STANDARDS A. ASTM C177 - Standard Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate Apparatus; 2013. B. ASTM C195 - Standard Specification for Mineral Fiber Thermal Insulating Cement; 2007 (Reapproved 2013). C. ASTM C547 - Standard Specification for Mineral Fiber Pipe Insulation; 2017, D. ASTM C795 - Standard Specification for Thermal Insulation for Use in Contact with Austenitic Stainless Steel; 2008 (Reapproved 2013). E. ASTM E96IE96M - Standard Test Methods for Water Vapor Transmission of Materials; 2016. 1.4 DELIVERY, STORAGE, AND HANDLING A. Accept materials on site, labeled with manufacturer's identification, product density, and thickness. B. Protect insulation from weather and construction traffic, dirt, water, chemical, and mechanical damage, by storing in original wrapping. 1.5 FIELD CONDITIONS A. Maintain ambient conditions required by manufacturers of each product. B. Maintain temperature before, during, and after installation for minimum of 24 hours. PART2 PRODUCTS 2.1 GLASS FIBER A. Manufacturers: 1. Knauf Insulation: www.knaufusa.com. 2. Johns Manville Corporation: www.jm.com. 3. Owens Corning Corp: wvvw.owenscorning.com. 4. CertainTeed Corporation, -: www.certainteed.com. B. Insulation: ASTM C547 and ASTM C795; rigid molded, noncombustible. 1. 'K' Value: ASTM C177, 0.24 at 75 degrees F. BID DOCUMENTS 22 07 19 - 1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 22 07 19 KENT, WASHINGTON PLUMBING PIPING INSULATION 2. Maximum Service Temperature: 850 degrees F. 3. Maximum Moisture Absorption: 0.2 percent by volume. C. Insulation: ASTM C547 and ASTM C795; semi-rigid, noncombustible, end grain adhered to jacket. 1. 'K'Value: ASTM C177, 0.24 at 75 degrees F. 1 2. Maximum Service Temperature: 650 degrees F. 3. Maximum Moisture Absorption: 0.2 percent by volume. D. Vapor Barrier Jacket: White Kraft paper with glass fiber yarn, bonded to aluminized film; moisture vapor transmission when tested in accordance with ASTM E96/E96M of 0.02 perm-inches. E. Tie Wire: 0.048 inch stainless steel with twisted ends on maximum 12 inch centers. F. Vapor Barrier Lap Adhesive: Compatible with insulation. 1. Compatible with insulation. G. Insulating Cement/Mastic: ASTM C195; hydraulic setting on mineral wool. 1. ASTM C195; hydraulic setting on mineral wool. H. Fibrous Glass Fabric: 1. Cloth: Untreated; 9 oz/sq yd weight. 2. Blanket: 1.0 Ib/cu ft density. I. Indoor Vapor Barrier Finish: 1. Cloth: Untreated; 9 oz/sq yd weight. 2. Vinyl emulsion type acrylic, compatible with insulation, black color. 2.2 JACKETS A. PVC Plastic. 1. Manufacturers: a. Johns Manville Corporation: www.jm.com. b. Preto Corporation: www.protocorporation.com 2. Jacket: One piece molded type fitting covers and sheet material, off-white color. a. Minimum Service Temperature: 0 degrees F. b. Maximum Service Temperature: 150 degrees F. c. Moisture Vapor Permeability: 0.002 perm inch, maximum, when tested in accordance with ASTM E961E96M. d. Thickness: 10 mil. j e. Connections: Brush on welding adhesive. 3, Covering Adhesive Mastic: Compatible with insulation. a. Compatible with insulation. ,i B. Canvas Jacket: UL listed 6 oz/sq yd plain weave cotton fabric treated with dilute fire retardant lagging adhesive. N BID DOCUMENTS 22 07 19 -2 12/11/18 _d LAKE MERIDIAN BATHHOUSE SECTION 22 07 19 KENT, WASHINGTON PLUMBING PIPING INSULATION 1, Lagging Adhesive: Compatible with insulation. a. Compatible with insulation. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that piping has been tested before applying insulation materials. B. Verify that surfaces are clean and dry, with foreign material removed.. 3.2 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install in accordance with North American Insulation Manufacturers Association (NAIMA) National Insulation Standards. C. Exposed Piping: Locate insulation and cover seams in least visible locations. D. For hot piping conveying fluids 140 degrees F or less, do not insulate flanges and unions at valves, checks, and equipment, but bevel and seal ends of insulation. E. Glass fiber insulated pipes conveying fluids above ambient temperature: 1. Provide standard jackets, with or without vapor barrier, factory-applied or field-applied. Secure with self-sealing longitudinal laps and butt strips with pressure sensitive adhesive. Secure with outward clinch expanding staples. 2. Insulate fittings and joints with insulation of like material and thickness as adjoining pipe. Finish with glass cloth and adhesive or PVC fitting covers. 3.3 SCHEDULES A. Insulation type and thickness: 1. Pipe: Except where shown otherwise on Drawings or specified otherwise, insulate piping to the thickness listed in Washington State Energy Code and as follows: B. Plumbing Systems: 1. Circulated Domestic Hot Water Supply(HW/HWC): a. Glass Fiber or Flexible Elastomeric Insulation for rigid pipe and Flexible Elastomeric insulation for non rigid pipe: b. Thickness: 1 inch. END OF SECTION BID DOCUMENTS 2207 19 -3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING SECTION 22 10 05 PLUMBING PIPING PART1 GENERAL n 1.01 SECTION INCLUDES A. Pipe, pipe fittings, specialties, and connections for piping systems. 1. Sanitary sewer. 2. Domestic water. 3. Flanges, unions, and couplings. 4. Pipe hangers and supports. 5. Valves. 6. Flow controls. 7. Check. 8. Relief valves. 9. Strainers. 1.02 RELATED REQUIREMENTS A. Section 22 07 19 - Plumbing Piping Insulation. 1.03 REFERENCE STANDARDS A. ANSI Z21.22 - American National Standard for Relief Valves and Automatic Gas Shutoff Devices for Hot Water Supply Systems; 2015. B. ASME B16.4 - Gray Iron Threaded Fittings: Classes 125 and 250; 2016. C. ASME B16.18 - Cast Copper Alloy Solder Joint Pressure Fittings; 2012. D. ASME 616.22 - Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings; 2018. E. ASME B31.9 - Building Services Piping; 2014. F. ASME BPVC-IV- Boiler and Pressure Vessel Code, Section IV- Rules for Construction of Heating Boilers; 2017. I ti BID DOCUMENTS 22 10 05 -1 12111/18 .I LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING G. ASSE 1003 - Performance Requirements for Water Pressure Reducing Valves for Domestic Water Distribution Systems; 2009. H. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2018. I. ASTM B32 - Standard Specification for Solder Metal; 2008 (Reapproved 2014). J. ASTM B88 - Standard Specification for Seamless Copper Water Tube; 2016. K. ASTM B88M - Standard Specification for Seamless Copper Water Tube (Metric); 2016. L. ASTM B813 - Standard Specification for Liquid and Paste Fluxes for Soldering of Copper and Copper Alloy Tube; 2016. M. ASTM B828 - Standard Practice for Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings; 2016. N. ASTM D1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120; 2015, with Editorial Revision (2018). O. ASTM D2241 - Standard Specification for Poly (Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series); 2015. P. ASTM D2466 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40; 2017. Q. ASTM D2564- Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems; 2012 (Reapproved 2018). R. AWWA C550 - Protective Interior Coatings for Valves and Hydrants; 2017, S. AWWA C606 - Grooved and Shouldered Joints; 2015. T. CISPI 301 - Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain, Waste and Vent Piping Applications; 2009 (Revised 2012). U, 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 (Revised 2012). BID DOCUMENTS 22 10 05 -2 12111/18 V LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING V. MSS SP-58 - Pipe Hangers and Supports - Materials, Design, Manufacture, Selection, Application, and Installation; 2009. W, MSS SP-70 - Cast Iron Gate Valves, Flanged and Threaded Ends; 2011. X. MSS SP-71 - Cast Iron Swing Check Valves, Flanged and Threaded Ends; 2011, with Errata (2013). Y. MSS SP-80 - Bronze Gate, Globe, Angle and Check Valves; 2013, Z. NSF 61 - Drinking Water System Components - Health Effects; 2017, AA. NSF 372 - Drinking Water System Components - Lead Content; 2016. 1.04 DELIVERY, STORAGE, AND HANDLING A. Accept valves on site in shipping containers with labeling in place. Inspect for damage. B. Provide temporary protective coating on cast iron and steel valves. C. Provide temporary end caps and closures on piping and fittings. Maintain in place until installation. D. Protect piping systems from entry of foreign materials by temporary covers, completing sections of the work, and isolating parts of completed system. PART PRODUCTS 2.01 GENERAL REQUIREMENTS A. Potable Water Supply Systems: Provide piping, pipe fittings, and solder and flux (if used), that comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings. 2.02 SANITARY SEWER PIPING, ABOVE GRADE A. Cast Iron Pipe: CISPI 301, hubless, service weight. 1. Fittings: Cast iron. 2. Joints: CISPI 310, neoprene gaskets and stainless steel clamp-and-shield assemblies. 3. All cast iron soil pipe and fittings shall be marked with the collective trademark of the cast iron soil pipe institute (CISPI) and be listed by NSF International. BID DOCUMENTS 22 10 05 - 3 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING B. Steel Pipe: ASTM A53/A53M Schedule 40, galvanized, using one of the following joint types: 1. Threaded Joints: ASME B16.4 cast iron fittings. 2. Grooved Joints: AWWA C606 grooved pipe, fittings of same material, and mechanical couplings. C. PVC Pipe: ASTM D1785 Schedule 40, or ASTM D2241 SDR 26 with not less than 150 psi pressure rating. 1. Fittings: ASTM D2466, PVC. 2. Joints: Solvent welded, with ASTM D2564 solvent cement. 2.03 DOMESTIC WATER PIPING, ABOVE GRADE A. Copper Tube: Type L (B), Drawn (IT). 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. 2. Joints: ASTM B32, alloy Sn95 solder. 2.04 FLANGES, UNIONS, AND COUPLINGS A. Unions for Pipe Sizes 3 Inches and Under: 1. Ferrous pipe: Class 150 malleable iron threaded unions. 2. Copper tube and pipe: Class 150 bronze unions with soldered joints. B. Flanges for Pipe Size Over 1 Inch: 1. Ferrous Pipe: Class 150 malleable iron threaded or forged steel slip-on flanges; preformed neoprene gaskets. 2. Copper Tube and Pipe: Class 150 slip-on bronze flanges; preformed neoprene gaskets. 2.05 PIPE HANGERS AND SUPPORTS A. Provide hangers and supports that comply with MSS SP-58. 1. If type of hanger or support for a particular situation is not indicated, select appropriate type using MSS SP-58 recommendations. 2. Overhead Supports: Individual steel rod hangers attached to structure or to trapeze hangers. 3. Trapeze Hangers: Welded steel channel frames attached to structure. 4. Vertical Pipe Support: Steel riser clamp. B. Plumbing Piping - Drain, Waste, and Vent: 1. Hangers for Pipe Sizes 1/2 Inch to 6 Inches: Malleable iron, adjustable swivel, split ring, BID DOCUMENTS 22 10 05 -4 12/11/18 . q LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING 2„ Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp. 3, Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or steel support. 4, Copper Pipe Support: Carbon steel ring, adjustable, copper plated. C. Plumbing Piping - Water: 1. Hangers for Pipe Sizes 1/2 Inch to 6 Inches: Malleable iron, adjustable swivel, split ring, 2. Wall Support for Pipe Sizes to 3 Inches: Cast iron hook. 3. Wall Support for Pipe Sizes 4 Inches and Over: Welded steel bracket and wrought steel clamp. 2.06 GATE VALVES A. Manufacturers: 1. Tyco Flow Control: www.tycoflowcontrol.com. 2. Conbraco Industries, Inc: www.apollovalves.com. 3. Nibco, Inc: www.nibco.com. 4. Milwaukee Valve Company: www.milwaukeevalve.com, 5. Hammond ValveCorp: www.hammondvalve.com 6. Red-White Valve Corp: www.redwhitevalvecorp.com 7. Apollo Valves: www.apollovalves.com B, Up To and Including 3 Inches: 1. 1, Class 125, bronze body, bronze trim, handwheel, inside screw, solid wedge disc, solder ends. j C, 2 Inches and Larger: 1. 1, Class 125, iron body, bronze trim, outside screw and yoke, handwheel, solid wedge disc, flanged ends. Provide chain-wheel operators for valves 6 inches and larger mounted over 8 feet above floor. 2.07 BALL VALVES A. Manufacturers: 1. Apollo Valves: www.apollova Ives,com. 2. Tyco Flow Control: www.tycoflowcontrol.com. 3. Conbraco Industries, Inc: www.apollovalves.com. h 4. Nibco, Inc: www.nibco.com. 5. Milwaukee Valve Company: www.milwaukeevalve.com„ BID DOCUMENTS 22 10 05-5 12111/18 r LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING 6. Red-White Valve Corp: www.redwhitevalvecorp.com B, Construction, 4 Inches and Smaller: MSS SP-110, Class 150, 400 psi CWP, bronze, two piece body, chrome plated brass ball, regular port, teflon seats and stuffing box ring, blow-out proof stem, lever handle, solder or threaded ends. 2.08 FLOW CONTROLS A. Manufacturers: 1. Tyco Flow Control: www.tycoflowcontrol.com. 2. ITT Bell & Gossett: www.bellgossett.com. 3. Griswold Controls<K low lead model>: www.griswoldcontrols.com, B. Differential pressure type self-contained flow control valve, factory set to limit flow rate to value specified regardless of system pressure fluctuation, accurate to within plus or minus 5 percent of factory calibrated flow rate. C. Construction: Forged brass body with a stainless steel flow control cartridge assembly. The body design shall allow inspection or removal of cartridge without disturbing piping connections. Body shall have an integral handle ball valve with nickel plated brass ball, a union end with interchangeable end pieces for the outlet of the valve body, and an integral 20 mesh stainless steel strainer element. Provide with two pressure/temperature test valves and a drain valve with hose bib adapter and cap. 2.09 SWING CHECK VALVES A. Manufacturers: 1. Tyco Flow Control: www.tycoflowcontrol.com. 2. Hammond Valve: www.hammondvalve.com. 3. Nibco, Inc: www.nibco.com. 4. Milwaukee Valve Company: www.milwaukeevalve.com. 5. Nibco, Inc: www.nibco.com. 6. Red-White Valve Corp: www.redwhitevalvecorp.com. 7. Legend: www.legendvalve.com B. Up to 2 Inches: 1. 1, Class 125, bronze body and cap, bronze swing disc with rubber seat, solder ends. C. Over 2 Inches: 1. 1, Class 125, iron body, bronze swing disc, renewable disc seal and seat, flanged or grooved ends. BID DOCUMENTS 22 10 05-6 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING 2.10 SPRING LOADED CHECK VALVES A. Manufacturers: 1. Tyco Flow Control: www.tycoflowcontrol.com. 2. Hammond Valve: www.hammondvalve.com. 3. Crane Company: www.cranecpe.com. 4. Milwaukee Valve Company: www.milwaukeevalve.com, 5. Red-White Valve Corp: www.redwhitevalvecorp.com 6. Nibco, Inc.: www.nibco.com. B. Class 125, iron body, bronze trim, stainless steel springs, bronze disc, Buna N seals, wafer style ends. 2.11 WATER PRESSURE REDUCING VALVES A. Manufacturers: 1. Amtrol Inc: www.amtrol.com. 2. Cla-Val Company: www.cla-val.com. 3. Watts Regulator Company: www.wattsregulator.com. 4. Wilkins. B. Up to 2 Inches: 1. ASSE 1003, bronze body, stainless steel, and thermoplastic internal parts, fabric reinforced diaphragm, strainer, threaded single union ends. 'll C. Over 2 Inches: 1. ASSE 1003, cast iron body with interior lining complying with AW WA C550, bronze fitted, elastomeric diaphragm and seat disc, flanged. 2.12 RELIEF VALVES A. Temperature and Pressure Relief: 1. Manufacturers: a. Cla-Val Company: www.cla-val.com. b. Henry Technologies: www.henrytech.com. C. Watts Regulator Company: www.wattsregulator.com. 2. 2 certified, bronze body, teflon seat, stainless steel stem and springs, automatic, direct pressure actuated, temperature relief maximum 210 degrees F, capacity 1 certified and labelled. i BID DOCUMENTS 22 10 05 -7 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING 2.13 STRAINERS A. Manufacturers: 1. Armstrong International, Inc: www.armstronginternational.com„ 2. Watts: www.watts.com 3. WEAMCO: www.weamco.com. 4. Wilkins. B, Size 2 inch and Under: 1. Threaded brass body for 150 psi CWP, Y pattern with 1/32 inch stainless steel perforated screen. 2. Class 150, threaded bronze body 300 psi CWP, Y pattern with 1/32 inch stainless steel perforated screen. C. Size 1-1/2 inch to 4 inch: 1. Class 125, flanged iron body, Y pattern with 1/16 inch stainless steel perforated screen, PART 3 EXECUTION 3.01 PREPARATION A. Ream pipe and tube ends. Remove burrs. Bevel plain end ferrous pipe. B. Remove scale and dirt, on inside and outside, before assembly. C. Prepare piping connections to equipment with flanges or unions. 3.02 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Provide non-conducting dielectric connections wherever jointing dissimilar metals, C. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls. D. Install piping to maintain headroom, conserve space, and not interfere with use of space. E. Group piping whenever practical at common elevations. BID DOCUMENTS 22 10 05 -8 121l l/18 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING F. Install piping to allow for expansion and contraction without stressing pipe,joints, or connected equipment. G. Provide access where valves and fittings are not exposed. H. Install vent piping penetrating roofed areas to maintain integrity of roof assembly. I. Install valves with stems upright or horizontal, not inverted. Refer to Section 22 05 23. J, Copper Pipe and Tube: Make soldered joints in accordance with ASTM 6828, using specified solder, and flux meeting ASTM B813; in potable water systems use flux also complying with NSF 61 and NSF 372. K. Inserts: 1. Provide inserts for placement in concrete formwork. 2. Provide inserts for suspending hangers from reinforced concrete slabs and sides of reinforced concrete beams. 3. Where concrete slabs form finished ceiling, locate inserts flush with slab surface. L. Pipe Hangers and Supports: 1. Install in accordance with ASME B31.9. 2. Support horizontal piping as indicated. 3. Install hangers to provide minimum 1/2 inch space between finished covering and adjacent work. 4. Place hangers within 12 inches of each horizontal elbow. 5. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for pipe movement without disengagement of supported pipe. 6. Support vertical piping at every other floor. Support riser piping independently of connected horizontal piping. 7. Where several pipes can be installed in parallel and at same elevation, provide multiple or trapeze hangers. 8. Provide copper plated hangers and supports for copper piping. 9. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl G spaces, pipe shafts, and suspended ceiling spaces are not considered exposed. 3.03 APPLICATION A. All piping, valves, pumps, fittings, attachments and accessories installed on domestic water systems shall be suitable and approved for use on potable water systems. BID DOCUMENTS 22 10 05 -9 12/11/18 J LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING B. Use grooved mechanical couplings and fasteners only in accessible locations. C. Install unions downstream of valves and at equipment or apparatus connections. D. Install ball valves for shut-off and to isolate equipment, part of systems, or vertical risers. E. Install globe valves for throttling, bypass, or manual flow control services. F. Provide flow controls in water recirculating systems where indicated. 3.04 TOLERANCES A. Drainage Piping: Establish invert elevations within 1/2 inch vertically of location indicated and slope to drain at minimum of 1/4 inch per foot slope or as shown on the drawings. 3.05 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM A. Disinfect water distribution system in accordance with UPC 609.9, B. Prior to the start of any disinfection process, verify with pipe material manufacturers that proposed disinfection process is compatible with their products. 3.06 TESTING OF PIPING A. General: 1. Test piping systems and connected equipment. Test after the lines have been cleaned and prior to insulation. 2. Furnish test equipment. Install a calibrated test pressure gage in the piping being tested. 3. Prior to testing, remove or valve-off gages, traps, and other apparatus which may be damaged by testing. 4. Make test in presence of the Commissioning Consultant and Architect. 5. Rectify all defects which develop during testing and retest until approved by the Commissioning Consultant and Architect at no additional charge to the Owner. 6. Provide vents and drain valves as required to drain piping after testing. B. Test Requirements: Follow test requirements unless requirements are specified in individual specification Sections. Submit a report indicating results of all pressure tests. 1. Pressure: 1-1/2 times design working pressure or 100 psig, whichever is greater. BID DOCUMENTS 22 10 05 - 10 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT, WASHINGTON PLUMBING PIPING 2. Time: Hold pressure to inspect all joints and connections. 3. Test all joints in air-tested systems by brushing with a soapy water solution. Plastic piping not to be tested with air. 4. Water test piping except natural gas piping, with water less than 100 degrees F. 3.07 SCHEDULES A. Pipe Hanger Spacing: 1. Metal Piping: a. Pipe Size: 1/2 inches to 1-1/4 inches: 1) Maximum Hanger Spacing: 6.5 ft. b. Pipe Size: 1-1/2 inches to 2 inches: 1) Maximum Hanger Spacing: 10 ft. C. Pipe Size: 2-1/2 inches to 3 inches: 1) Maximum Hanger Spacing: 10 ft. END OF SECTION 1 i i BID DOCUMENTS 22 10 05 - 11 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 22 10 06 KENT, WASHINGTON PLUMBING PIPING SPECIALTIES PART1 GENERAL 1.1 SECTION INCLUDES A. Water hammer arrestors. 1.2 RELATED REQUIREMENTS A. Section 22 10 05 - Plumbing Piping. B. Section 22 30 00 - Plumbing Equipment. C. Section 22 40 00 - Plumbing Fixtures. 1.3 REFERENCE STANDARDS A. NSF 61 - Drinking Water System Components - Health Effects; 2017. B. NSF 372 - Drinking Water System Components - Lead Content; 2016. 1.4 DELIVERY, STORAGE, AND HANDLING A. Accept specialties on site in original factory packaging. Inspect for damage. PART 2 PRODUCTS 2.1 GENERAL REQUIREMENTS A. Specialties in Potable Water Supply Systems: Provide products that comply with NSF 61 and NSF 372 for maximum lead content. 2.2 WATER HAMMER ARRESTORS A. Manufacturers: 1. Jay R. Smith Manufacturing Company: www.jayrsmith.com. 2. Watts Regulator Company, a part of Watts Water Technologies: www.wattsregulator.com. 3. Zurn Industries, LLC: www.zurn.com. 4. Souix Chief: www.souixchief.com PART 3 EXECUTION 3.1 GENERAL A. Inspection: 1. Carefully inspect installed work of other trades and verify that such work is complete to the point where this installation may properly commence. 2. Verify that plumbing is installed in accordance with pertinent codes, regulations. and Drawings. BID DOCUMENTS 22 10 06 -1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 22 10 06 KENT, WASHINGTON PLUMBING PIPING SPECIALTIES B. Discrepancies: In the event of discrepancy, immediately notify the Architect; do not proceed with installation until discrepancies have been resolved. 3.2 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Install water hammer arrestors at quick closing valve locations. END OF SECTION i i u 4 BID DOCUMENTS 22 10 06 -2 12/11/18 d LAKE MERIDIAN BATHHOUSE SECTION 22 30 00 KENT, WASHINGTON PLUMBING EQUIPMENT PART1 GENERAL 1.1 SECTION INCLUDES A. Water Heaters: 1. Commercial electric. B. Diaphragm-type compression tanks. C. Pumps. 1. Circulators. 1.2 RELATED REQUIREMENTS A. Division 26 - Equipment Wiring: Electrical characteristics and wiring connections. 1.3 REFERENCE STANDARDS A. NFPA 70 - National Electrical Code; Most Recent Edition Adopted by Authority Having Jurisdiction, Including All Applicable Amendments and Supplements. 1.4 SUBMITTALS A. See Section 013300 - Submittal Procedures, for submittal procedures.See Division 1 -Administrative Requirements, for submittals procedures. B. Product Data: 1. Provide dimension drawings of water heaters indicating components and connections to other equipment and piping. 2. Indicate pump type, capacity, power requirements. 3. Provide certified pump curves showing pump performance characteristics with pump and system operating point plotted. Include NPSH curve when applicable. 4. Provide electrical characteristics and connection requirements. C. Project Record Documents: Record actual locations of components. D. Operation and Maintenance Data: Include operation, maintenance, and inspection data, replacement part numbers and availability, and service depot location and telephone number. E. Warranty Documentation: Submit manufacturer warranty and ensure that forms have been completed in Owner's name and registered with manufacturer. 1.5 CERTIFICATIONS A. Water Heaters: NSF approved. B. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories Inc., as suitable for the purpose specified and indicated. BID DOCUMENTS 22 30 00 - 1 12/11/18 , y LAKE MERIDIAN BATHHOUSE SECTION 22 30 00 KENT, WASHINGTON PLUMBING EQUIPMENT 1.6 DELIVERY, STORAGE, AND HANDLING A. Provide temporary inlet and outlet caps. Maintain caps in place until installation. f 1.7 WARRANTY A. Provide five year manufacturer warranty for domestic water heaters. PART2 PRODUCTS 2.1 WATER HEATERS A. Manufacturers: 1. Bradford White Corporation: www.bradfordwhite.com 2. A.O. Smith Water Products Co: www.hotwater.com. 3. Rheem Manufacturing Company: www.rheem.com, B. Commercial Electric: 1. Type: Factory-assembled and wired, electric, vertical storage. 2. Performance: as shown on drawings 1 3. Electrical Characteristics: as shown on drawings i 4. Tank: Glass lined welded steel; 4 inch diameter inspection port, thermally insulated with minimum 2 inches glass fiber encased in corrosion-resistant steel jacket; baked-on enamel finish. 5. Controls: Automatic immersion water thermostat; externally adjustable temperature range from 60 to 180 degrees F, flanged or screw-in nichrome elements, high temperature limit thermostat. 6. Accessories: a. Water Connections: Brass. It. Dip Tube: Brass. c. Drain valve. d. Anode: Magnesium. e. Temperature and Pressure Relief Valve: ASME labeled. 2.2 DIAPHRAGM-TYPE COMPRESSION TANKS A. Manufacturers: 1. Amtrol Inc: www.amtrol.corn. ` 2. ITT Bell &Gossett: www.beilgossett.com. 3. Taco, Inc: www.taco-hvac.corn. _i B. Accessories: Pressure gauge and air-charging fitting, tank drain; precharge to 12 psig. 2.3 IN-LINE CIRCULATOR PUMPS A. Manufacturers: BID DOCUMENTS 22 30 00 -2 12111/18 d LAKE MERIDIAN BATHHOUSE SECTION 22 30 00 KENT, WASHINGTON PLUMBING EQUIPMENT 1. Taco Comfort Solutions: www.taco-hvac.com 2. ITT Bell &Gossett: www.bellgossett.com 3. Armstrong Pumps Inc: www.armstrongpumps.com B. Casing: Bronze, rated for 125 psig working pressure, with stainless steel rotor assembly, C. Impeller: Bronze. D. Shaft: Alloy steel with integral thrust collar and two oil lubricated bronze sleeve bearings. E. Seal: Carbon rotating against a stationary ceramic seat. F. With 24 Hour Time Clock/aquastat Control (where noted on drawings). PART 3 EXECUTION 3.1 INSTALLATION A. Install plumbing equipment in accordance with manufacturer's instructions, as required by code, and complying with conditions of certification, If any. B. Coordinate with plumbing piping and related electrical work to achieve operating system. C. Pumps: 1. Provide line sized isolating valve and strainer on suction and line sized check valve on discharge. 2. Ensure pumps operate at specified system fluid temperatures without vapor binding and cavitation, are non-overloading in parallel or individual operation, and operate within 25 percent of midpoint of published maximum efficiency curve. END OF SECTION BID DOCUMENTS 22 30 00 - 3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 40 00 KENT, WASHINGTON PLUMBING FIXTURES PART1 GENERAL 1.1 SECTION INCLUDES '➢ A. Water closets. B. Urinals. C. Lavatories. D. Service sinks. E. Drinking fountains. F. Showers. 1.2 RELATED REQUIREMENTS A. See architectural specifications for casework (reparation of counters for sinks; lavatory tops. B. Section 22 10 05 - Plumbing Piping. C. Section 22 10 06- Plumbing Piping Specialties. D. Section 22 30 00 - Plumbing Equipment. 1.3 REFERENCE STANDARDS i A. ASME At 12.6.1 M - Supports for Off-the-Floor Plumbing Fixtures for Public Use; 1997 (Reaffirmed 2017). B. ASME Al12.18.1 - Plumbing Supply Fittings; 2018. C. ASME Al 12.19.2 -Ceramic Plumbing Fixtures; 2013, D. NSF 61 - Drinking Water System Components - Health Effects; 2017. E. NSF 372 - Drinking Water System Components- Lead Content; 2016. 1.4 SUBMITTALS A. Product Data: Provide catalog illustrations of fixtures, sizes, rough-in dimensions, utility sizes, trim, and finishes. B. Manufacturer's Instructions: Indicate installation methods and procedures. C. Maintenance Data: Include fixture trim exploded view and replacement parts lists. D. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's name and $ registered with manufacturer. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section, with minimum three years of documented experience. 1 BID DOCUMENTS 22 40 00 - 1 12111/18 d LAKE MERIDIAN BATHHOUSE SECTION 22 40 00 KENT, WASHINGTON PLUMBING FIXTURES 1.6 REGULATORY REQUIREMENTS A. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories Inc., as suitable for the purpose specified and Indicated. 1.7 DELIVERY, STORAGE, AND HANDLING A. Accept fixtures on site in factory packaging. Inspect for damage. B. Protect installed fixtures from damage by securing areas and by leaving factory packaging in place to protect fixtures and prevent use. 1.8 WARRANTY A. See Section 01 78 00- Closeout Submittals,for additional warranty requirements. PART PRODUCTS 2.1 GENERAL A. Potable Water Systems: Provide plumbing fittings and faucets that comply with NSF 61 and NSF 372 for maximum lead content; label pipe and fittings. 2.2 PROVIDE FIXTURES WITH TRIM AND ACCESSORIES AS NOTED ON PLUMBING DRAWINGS 2.3 FLUSH VALVE WATER CLOSETS A. Water Closets: Stainless Steel, ASME At 12,19.3-2008, wall hung siphon jet flush action. 1. Bowl: ASME At 12.19.3, with elongated rim. 2. Flush Valve: Rear, concealed 3. Flush Operation: Push-Button 4. Button Height: 44 inches or less. 5. Color: Stainless Steel 6. Manufacturers: a. Acorn b. Bradley B, Water Closets: Vitreous China, 1, wall hung, siphon jet flush action. 1. Bowl: 1; 18 inches high with elongated rim. 2. Flush Valve: Exposed (top spud). 3. Flush Operation: Manual, oscillating handle. 4. Handle Height: 44 inches or less. 5. Color: White. 6. Manufacturers: a. American Standard, Inc: www.americanstandard-us.com. BID DOCUMENTS 22 40 00 -2 12111118 LAKE MERIDIAN BATHHOUSE SECTION 22 40 00 KENT, WASHINGTON PLUMBING FIXTURES b. Gerber Plumbing Fixtures LLC: www.gerberonline.com, C. Kohler Company: www,kohler.corn. d. Toto: www.totousa.com. C. Flush Valves: ASME A112.18.1, diaphragm type, complete with vacuum breaker stops and accessories, 1. Concealed Type: Rough brass, exposed parts chrome plated, wall escutcheon, wheel handle stop. 2. Exposed Type: Chrome plated, escutcheon, integral screwdriver stop. 3. Manufacturers: a. Sloan Valve Company: www.sloanvalve.com. b. Zurn Industries, Inc: www.zurn.com. D. Water Closet Carriers: 1. Manufacturers: a. JOSAM Company: www.josam.com. b. Zurn Industries, Inc: www.zurn.com. c. Jay R. Smith Manufacturing Company.: www.jrsmith.com. 2. ASME At 12.6.1 M; adjustable cast iron frame, integral drain hub and vent, adjustable spud, lugs for floor and wall attachment, threaded fixture studs with nuts and washers. 2.4 WALL HUNG URINALS A. Urinals: Stainless Steel, ASME At 12.19.3, wall hung with side shields and concealed carrier. 1. Flush Volume: 1.0 gallons, maximum. 2. Flush Valve: Exposed (top spud). 3. Flush Operation: Manual, oscillating handle. 4. Trap: Manufacturer's B. Flush Valves: ASME Al 12.18.1, diaphragm type, complete with vacuum breaker stops and accessories, 1. Manufacturers: a. Sloan Valve Company: www.sloanvalve.com, b. Zurn Industries, Inc: www.zurn.com. C. Carriers: 1. Manufacturers: a. JOSAM Company: www.josam.com. b. Zurn Industries, Inc: www.zurn.com. c. Jay R. Smith Manufacturing Company.: www.jrsmith.com, 2.5 LAVATORIES A. Stainless Steel, Handicap Accessible Lavatory: 18"x22: wall hung lavatory, rectangular bowl 14"x12"x5"deep minimum, with 4 inch high back, splash lip, front overflow, and soap depression.. I 6, ADA Compliant Lavatory Valves - lead free, air control pushbutton valves using atmospheric air; metering non-hold open type. Timing is from 5 to 60 seconds. C. Manufacturers: j BID DOCUMENTS 22 40 00 -3 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 22 40 00 KENT, WASHINGTON PLUMBING FIXTURES 1. Acorn 2. Bradley D. Vitreous China Wall Hung Basin: 1; vitreous china wall hung lavatory, 18 by 19 inch minimum, with 4 inch high back, rectangular basin with splash lip, front overflow, and soap depression. 1. Drilling Centers: 4 inch. 2.6 SHOWERS A. Shower Manufacturers: 1. Acorn 2.7 DRINKING FOUNTAINS A. Drinking Fountain Manufacturers: 1. Murdock Manufacturing Inc.: www.murdockmfg.com. 2.8 SERVICE SINKS A. Service Sink Manufacturers: 1. Advance Taboo 2. Mustee B. Bowl: 22 x 16 x 12 inch deep, 16-gauge 304 stainless steel, wall-mounted. C. Trim: ASME All 12.18.1 backsplash-mounted supply with lever handles, spout wall brace, vacuum breaker, hose end spout, strainers. D. Accessories: 1. 5 feet of 112 inch diameter plain end reinforced plastic hose. 2. Hose clamp hanger. 3. Mop hanger. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that walls and floor finishes are prepared and ready for installation of fixtures. B. Confirm that millwork is constructed with adequate provision for the installation of counter top lavatories and sinks. 3.2 PREPARATION A. Rough-in fixture piping connections in accordance with minimum sizes indicated in fixture rough-in schedule for particular fixtures. BID DOCUMENTS 22 40 00 -4 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 22 40 00 KENT, WASHINGTON PLUMBING FIXTURES 3.3 INSTALLATION A. Install each fixture with trap, easily removable for servicing and cleaning. B. Provide chrome plated rigid or flexible supplies to fixtures with angle stops, reducers, and escutcheons. C. Install components level and plumb. D. Install and secure fixtures in place with wall supports and bolts. E. Seal fixtures (excluding tubs and showers)to wall and floor surfaces with sealant as specified in Section 07 90 05, color to match fixture. F. Solidly attach water closets to floor. 3.4 INTERFACE WITH WORK OF OTHER SECTIONS A. Review millwork shop drawings. Confirm location and size of fixtures and openings before rough-in and installation. 3.5 ADJUSTING A. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or overflow. 3.6 SCHEDULES A. Fixture Heights: Install fixtures to heights above finished floor as indicated on architectural drawings. END OF SECTION i lBID DOCUMENTS 22 40 00 -5 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 05 KENT, WASHINGTON HVAC PROVISIONS PART 1 GENERAL 1.1 DESCRIPTION A. The work under this Division includes furnishing all materials, equipment, labor, supervision, tools and items necessary for the construction, installation, connection, testing and operation of all mechanical work for this project, as shown on the Drawings and defined in this Division. 1.2 QUALITY ASSURANCE A. Substitutions: Conform to requirements of Division 1. 1. Whenever any material or equipment is specified by patent or proprietary name or by the name of the manufacturer, such specification establishes the standard of quality in that particular field of manufacture. 2. When approved substitute equipment or material necessitates revisions to the plans or involves other trades, include drawings and details showing all such changes, and coordinate and assume any liability from the affected trades. 3. Acceptance: The acceptance of a manufacturer's name or product by the Architect does not relieve the Contractor of the responsibility for providing materials and equipment which comply in all details with the requirements of the contract documents. B. Tests: Demonstrate that all equipment operates as indicated as specified, and in accordance with the manufacturer's recommendations. Perform tests in the presence of the Architect. Provide all instruments and personnel required to conduct the tests. C. Qualifications: Use sufficient journeyman and competent supervisors in the execution of the work to ensure proper and adequate installation throughout. In the acceptance of installed work, no allowance will be made for lack of skill on the part of the workmen. 1.3 Contract time and sequence A. Conform to the requirements of Division 1. 1.4 WORK OF OTHER TRADES A. The Drawings do not show complete details of the building construction. Refer to the architectural, structural, civil, and electrical Drawings for those details which may affect the execution of this work. Specific locations of structural or architectural features or equipment Items shall be obtained from field measurements or the trade providing the material or equipment. No extra payments will be allowed for failure to obtain this information. B. Coordination: Conform to requirements in Division 1. Plan and execute work including, but not limited to, piping and ductwork, in cooperation with all other trades. Make every reasonable effort to provide all concerned with timely notice of work affecting other trades to prevent conflicts or interference as to space requirements, dimensions, openings, block-outs, sleeving or other matters which will cause delays or necessitate work-around methods. Failure to coordinate work will be considered sufficient cause for work to be altered at Contractor's expense, as directed by Architect. C. Contractor shall give full cooperation to other trades and shall furnish in writing to other contractors, with copies to the Architect, any information necessary to permit the work of all trades to be installed satisfactorily, with the least possible interference or delay, and with maximum headroom and clearance. BID DOCUMENTS 23 05 05- 1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 05 y KENT, WASHINGTON HVAC PROVISIONS D. The Contractor shall furnish to other trades, as required, all necessary templates, patterns, setting plans, and shop details for the proper installation of work and for the purpose of coordinating adjacent work. E. Electrical/Mechanical Division of work. Item Furnished by Set By Power Control Wiring Wiring Equipment Motors MC MC EC Fused and Unfused Disconnect EC EC EC switches, thermal overload & Heaters Motor Starter and Overload Heaters MC EC EC MC Manual Operating & Speed MC EC EC EC Switches Control Relays and Transformers MC MC EC MC Temperature Control Panels MC MC EC MC Motor& Solenoid Valves, Damper MC MC EC MC Motors, PE & EP Switches Temporary Heating Connection MC MC EC MC Duct-Mounted Smoke Detectors MC MC EC MC/EC* Heat Trace MC MC EC MC Whole House Fans MC EC EC MC/EC** i Low Voltage Thermostats MC MC EC MC/EC** Electric Heaters shown on Mech. MC MC EC MC/EC*** Dwgs 1. EC = Electrical Contractor (Division 26) 2. MC= Mechanical Contractor(Division 23) 3. MOTOR INTERLOCK BY MC, FIRE ALARM SYSTEM INTERCONNECTION BY EC. 4. LINE VOLTAGE BY EC, LOW VOLTAGE BY MC. 5. Thermostats by MC, Thermostats Set by EC, Line voltage wiring by EC, low voltage wiring by MC. 6. ALL TEMPERATURE CONTROL CONDUIT AND WIRING SHALL BE FURNISHED AND INSTALLED UNDER MC SUBCONTRACT. ALL MOTORIZED DAMPER WIRING SHALL BE BY MC. 1.5 CODES, PERMITS, INSPECTIONS, AND FEES A. Comply with requirements of Division 1. B. Obtain permits and inspections and pay fees required by National, State and Local authorities. Make arrangements for inspections by the Architect, Owner or other authority as required. Submit 3 copies of certificates of compliance to the Architect. C. Work and materials shall be in accordance with requirements of all applicable codes, regulations, and ;j ordinances. I a j BID DOCUMENTS 23 05 05 -2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 05 KENT, WASHINGTON HVAC PROVISIONS D. Codes shall be construed as establishing a minimum or base level, of requirements. Where provisions of the various codes standards conflict with each other, the more stringent provisions shall govern. E. Nothing in Drawings and specifications shall be construed to permit work not in conformance with these rules and regulations. F. Where Drawings or specifications call for material or construction of a better quality or larger sizes than required by the above-mentioned rules and regulations, the provisions of the Drawings or specifications shall take precedence over requirements of the rules and regulations. G. Utilities: Comply with all rules and requirements of local utility companies; coordinate and pay for all connections. 1.6 EQUIPMENT APPROVALS A. Whenever UL listed standards exist for equipment with electrical components, provide UL fisted equipment. Otherwise provide equipment certified by the manufacturer as complying with UL standards for similar items. B. All materials, equipment, and processes requiring approval of the Washington State Department of Labor and Industries or other nationally-recognized testing agency shall be labeled as so approved in accordance with the provisions of the Washington Administrative Code. 1.7 INTENT OF DRAWINGS A. Drawings are diagrammatic and show only approximate locations of piping, ducts, fixtures, and equipment. Take measurements from building or site and verify with architectural, structural, or electrical Drawings. Because of the small scale of the Drawings, it is not possible to indicate all offsets, fittings, and accessories that may be required. Carefully investigate the plumbing, fire protection, electrical, structural, and finish conditions that would affect the work to be performed and arrange such work accordingly, furnishing required ductwork and piping offsets, fittings, and accessories to meet such conditions. No additional payment shall be made for such offsets, fittings and accessories. B. It is the responsibility of the Contractor to provide equipment that fits into the space allotted and allows adequate acceptable clearances for installation, replacement, entry, servicing, and maintenance. When motors and equipment furnished are larger than sizes indicated, provide any required changes to the electrical services as may be necessary and related work as a part of the work for the section specifying that motor or equipment. C. Report any conflict to Architect prior to proceeding with the work. Failure to follow this instruction is considered sufficient cause to alter the work, at no cost to the Owner, as directed by the Architect. D. Plans and sections generally do not show all isolating valves, control valves, instruments, or other components; refer to diagrams or schematics to obtain a more complete description of systems. 1.8 DETAIL DRAWINGS BY CONTRACTOR A. Wherever the work is of sufficient complexity to warrant additional detailing, prepare additional detail drawings to scale 114 inch = 1 foot, prepared on tracing paper the same size as contract drawings; with these layouts, coordinate work with the work of other trades. All such detailing work shall be clearly identified on the drawings as to the area to which it applies. B. Do not submit these drawings to the Architect for approval. At completion, however, include a set of such drawings with each set of as-built drawings for Owner's record purposes. BID DOCUMENTS 23 05 05 -3 12111118 LAKE MERIDIAN BATHHOUSE SECTION 23 05 05 KENT, WASHINGTON HVAC PROVISIONS 1.9 SUBMITTALS A. See Section 013300 - Submittal Procedures, for submittal procedures. B. Submit complete, at one time. Partial submittals will not be considered. C. List of Manufacturers: Submit within 30 days after award of Contract a Bill of Materials containing items to be used on this project, listing manufacturer's name and catalog numbers (where applicable) and referenced to the applicable specification paragraph. D. Catalog sheets shall be complete and the item of model to be used shall be clearly marked. E. Form: Submittals shall be in booklet form. The data shall be arranged and indexed under basic categories. A typewritten index shall be included with dividers and identifying tabs between sections and references to sections of the specifications. Catalog sheets shall be marked to indicate the scheduled equipment tag item being submitted. F. Submit shop drawings, coordination drawings, descriptive bulletins, data sheets, diagrams, catalog cuts, samples and mock-ups, test reports and certifications, operation and maintenance manuals, warranties/guarantees, seismic calculations or other additional information as required for the items specified hereinafter in other sections. G. Acceptance: The acceptance of a manufacturer's name or product by the Architect does not relieve the Contractor of the responsibility for providing materials and equipment which comply in all details with the requirements of the contract documents. 1.10 MATERIAL AND WORKMANSHIP A. Comply with requirements of Division 1 and and the following: B. Quality: Materials, products, and equipment in strict accordance with governing codes and ordinances. C. Quantity: Equipment and items of any one classification which are used in quantity, such as accessories, valves, specialties, cleanouts, drains, fittings, fans, air handling units etc., shall be products of one manufacturer and shall be used only for services recommended by the manufacturer. D. All materials and apparatus required for the work shall be new, of first-class quality, and shall be furnished, delivered, erected, connected and finished in every detail, and shall be so selected and arranged as to fit properly into the building spaces. Where no specific kind or quality of material is given, a first-class standard article as approved by the Architect shall be furnished. E. All equipment specified shall be regularly cataloged items of the manufacturer; shall have been in use for at least three (3)years; shall have had continuous representation by a firm located within 75 road miles of the site for at least three (3) years and shall be supplied as a complete unit in accordance with the manufacturer's standard specifications and any optional items required for proper installation for the equipment unless otherwise noted. All equipment and materials shall be installed in accordance with the manufacturer's recommendations and best trade practices. F. The Contractor shall furnish the services of an experienced superintendent, who shall be constantly in charge of the installation of the work, together with all skilled workmen, fitters, metal workers, welders, helpers and labor required to unload, transfer, erect, connect-up, adjust, start, operate, and test each system. ) I ,l BID DOCUMENTS 23 05 05 -4 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 23 05 05 KENT, WASHINGTON HVAC PROVISIONS G. Unless otherwise specifically indicated on the Drawings or specifications, all equipment and materials shall be installed with the approval of the Architect in accordance with the recommendations of the manufacturer. This includes the performance of such tests as the manufacturer recommends. H. As required by requirements of the Mechanical Specifications, other portions of the Specifications, and Standards to which reference is made in the Specifications, or where prohibited by Codes, Regulations and Ordinances, no materials shall be installed which exceed the allowable limits of flame-spread or smoke-developed indexes, or which do not meet the requirements for Approved Plastic Materials as defined in the International Building Code. L, Maintaining Cleanliness of Ductwork and Equipment: 1. Ductwork shall be maintained clean and dry from fabrication through field installation. Open ends shall be sealed with plastic at the all times except when the ductwork is in the process of being modified or extended. Maintain sealing procedure from fabrication until installation is completed. 2. All components of equipment that will be exposed to airflow shall be maintained clean and dry from fabrication through field installation. Open ends exposed to airflow shall be sealed with plastic at the all times except when the equipment is in the process of being connected to the ductwork. Maintain sealing procedure from fabrication until installation is completed with ductwork connected to the equipment. 1.11 OPERATION AND MAINTENANCE MANUALS A. Time of submittals, quantity of copies for submittals, binding, content, and other requirements shall be as specified in Division 1. B. Prepare an operating and maintenance manual for all equipment provided under Division 23 in accordance with Division 1. C. In addition to the requirements in Division 1, include the following in the operating and maintenance manual: 1. Manual shall include warranties, system balance report, and operating/maintenance instructions for all portions of the mechanical system, Including the following: a. Mechanical system plan showing access to all mechanical spaces and type of equipment in the spaces. Include instructions on how to reset a three phase motor and the equipment that will be affected by this. Provide the above information for HVAC systems. b. Control system startup, schedule changes, setpoint adjustments, manual overrides. Include map of building showing all zones and associated equipment. The control section shall include information for control components, control diagrams, sequences of operation, and As-Built drawings of the controls. The control section shall include point-to-point test lists and other testing, adjusting and calibration documentation. Provide the above information for HVAC systems. 2. Actual model numbers of all equipment shall be indicated; list all filter and belt sizes for equipment; list impeller and motor sizes for pumps. 3, Include filter information, lubrication information and exploded view diagrams when applicable. 4. All copies are to be neat, clean and readable. 1.12 RECORD DRAWINGS A. A Construction set of drawings shall be kept and updated ON SITE with red lines denoting changes and progress of work. Approved changes of work shall be indicated on these drawings along with date of approval and reference to the person who approved such changes. B. Furnish record drawings in conformance with the requirements of Division 1, BID DOCUMENTS 23 05 05-5 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 05 KENT, WASHINGTON HVAC PROVISIONS C. Record drawings shall indicate locations of all valves, dampers, and other access points which are above ceilings or concealed in walls. Valve numbers shall be indicated on the Record Drawings. 1.13 SITE CONDITIONS AND METHODS A. Cutting and Patching: Conform to requirements in Division 1. Keep cutting and patching to a minimum. If required, all patching shall conform to specifications for the new general construction work. Finish to match I existing work. B. Measurements: Verify space availability by field measurement prior to submitting shop drawings for approval. C. Roughing-In Dimensions: Obtain roughing-in dimensions for equipment from approved shop drawings or actual equipment measurements. D. Manufacturer's Installation Instructions: Follow manufacturer's written instructions where furnished. If the details are in conflict with design drawings, notify Architect for resolution. E. Accessibility: Install products which require periodic servicing or repair so that products are readily accessible. Otherwise, obtain Architect's approval of location. F. Provision for Light Fixtures: In laying out piping and ductwork, provide a minimum of 8 inches above all ceilings to allow clearance for light fixtures. Where available structural clearances are limited and piping cannot be routed above ductwork due to sloping requirements (e.g. gravity sanitary pipe), piping shall be routed to within 4 inches of ceiling at locations between light fixtures. If interferences occur, move the piping f or ducts and, if not possible, notify the Architect. G. Rejected Materials: Remove damaged or rejected materials from the site. H. Operation of Equipment and Systems: Contractor is responsible during all periods of balancing and testing. I. Delivery, Storage, and Handling: Conform to requirements of Division 1 and the following: 1. Handle, store, and protect equipment and materials to prevent damage before and during installation in accordance with the manufacturer's recommendations and as approved by the Architect. Replace damaged or defective items, 2. Equipment with damaged factory applied finishes shall be refinished as required to bring the equipment to a like-new condition in accordance with manufacturer's recommendations. 3. Delivery, Storage, & Handling"section, refer to Section 018119 Construction Indoor Air Quality Management and comply with all LEED for Homes Mid-Rise requirements of EQCredit8.1 Indoor Contaminant Control During Construction. 1.14 TESTING AND DEMONSTRATION A. Submit a start-up procedure for Architect to review and approve. Coordinate all testing procedures and schedules with Architect and owner. All testing shall be documented with test procedures, results and initials of witnessing personnel. i B, Systems Operation Demonstration: Subject systems to such operating tests as are required to demonstrate that the equipment installed will operate within the specified limits through normal ranges and sequences including simulation of possible abnormal conditions. Operate every device manually and automatically, in j, accordance with its purpose. Operating test duration; not less than 6 hours after all major corrections have been made. If tests do not demonstrate satisfactory system performance, correct deficiencies and retest systems. BID DOCUMENTS 23 05 05 -6 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 05 KENT, WASHINGTON HVAC PROVISIONS C. Operation of Equipment and Systems: Contractor is responsible during all periods of balancing and testing. D. Provide all equipment, instruments, personnel and supplies required to conduct all tests. E. Fuel and electricity required for tests shall be provided by the Contractor. 1.15 SYSTEM START-UP A. Conform to requirements in Division 1 B. Contractor shall start-up and check all systems for proper operation. Use industry standard or manufacturer check-off sheets for start-up. Provide copy of check sheets used to Architect for review and acceptance. 1.16 INSTRUCTION FOR OWNER'S PERSONNEL A. Conform to requirements of Division 1 and as follows; B. Contractor's representatives, in general, who conduct these instructions and demonstrations shall be qualified foremen or superintendents acquainted with this project and from the trade involved. For control systems, the representative shall be the control engineer who performs testing and adjustment. For major equipment, the representative shall be manufacturer's representatives with operating experience and substantial design experience on this project. Their qualifications shall be submitted to the Architect before conducting the instruction period. C. Representatives of Owner who will be present at these meetings may include Owners administrative, operating, and maintenance personnel; and for fire protection systems, representatives of City Fire Department. D. General Description of Instruction Periods: Each period shall include preliminary discussion and presentation of Information from operation and maintenance manuals with appropriate references to Drawings, followed by tours of equipment spaces explaining maintenance requirements, access methods, servicing, and maintenance procedures, temperature settings, and available system and equipment adjustments. 1.17 INSPECTION A. When requesting final inspection, submit written certification that the work has been fully completed in strict accordance with Drawings and specifications. B. Submit written certification of inspection from the governing building authority stating that all work has been inspected, accepted, and approved as complying with existing governing ordinances and codes. 1.18 GUARANTEES AND WARRANTIES A. Submit written copies of all guarantees and warranties prior to requesting final payment. 1.19 SCHEDULE OF VALUES A. The schedule of Values for Mechanical work shall be prepared in accordance with Division 1 requirements. The breakdown of Mechanical work shall include the following categories: Mobilization and Demobilization Air Handling Equipment Ductwork and Accessories BID DOCUMENTS 23 05 05 -7 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 05 KENT, WASHINGTON HVAC PROVISIONS Grilles and Diffusers Duct Insulation Temperature Controls 1.20 PROTECTION A. The Contractor shall protect all work and material from damage by his work or workmen, and shall be liable for all damage thus caused. B. The Contractor shall be responsible for work and equipment until finally inspected, tested, and accepted; he shall protect work against theft, injury or damage; and shall carefully store material and equipment received on site which are not immediately installed. He shall close open ends of work with temporary covers or plugs during storage and construction to prevent entry of obstructing material. C. Cover and seal all openings in piping, ductwork and equipment during construction to prevent against contamination from dirt and debris. 1.21 SCAFFOLDING, RIGGING, HOISTING A. The Contractor shall furnish all scaffolding, rigging, hoisting, and services necessary for erection and delivery into the premises of any equipment and apparatus furnished. Remove same from premises when no longer required. PART PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION a BID DOCUMENTS 23 05 05 -8 12111118 LAKE MERIDIAN BATHHOUSE SECTION 23 05 07 KENT, WASHINGTON SPECIAL HVAC PROVISIONS PART1 GENERAL 1.1 DESCRIPTION A. General Information: 1. The other Contract Documents complement the requirements of this section. 2. Requirements of Division 0 and Division 1 apply to the work of this section. 1.2 DEFINITIONS A. "Furnish" means supply and deliver to the job site, B. "Install" means build into the work, ready to use in a complete finished and operable system, C. "Approved or Approval" means written approval by the Owner or"Owner's agent". D. "Work" or"Project" means the entire scope of work required by the Contract Documents. E. "Substantial completion"shall mean that the entire project(or readily definable portion thereof if so designated in the contract documents) is acceptable to code enforcement authorities and to the extent required by such authorities, has been inspected and approved by such authorities, and is suitable for occupancy by the owner or occupant for the purpose intended. F. "Provide" means furnish and install for a complete finished and operable system. 1.3 CERTIFICATION A. By submitting a bid on the HVAC system, the mechanical subcontractor acknowledges and/or certifies the following: 1. That he has carefully examined all the drawings and Specifications (including but not limited to architectural, site, utility, structural and electrical drawings and specifications); that he fully understands the drawings and specifications); that he fully understands the Contract requirements and has determined to his satisfaction that the drawings and Specifications are adequate to complete the mechanical system; and that he can provide a complete finished and operable system in accordance with the intent of the contract documents. 2. That he has had a reasonable opportunity to discover any ambiguities in the Specifications and drawings or questions with regard to the contract documents and such ambiguities have been brought to the attention of the architect/engineer in writing prior to submitting the bid. 3. That he has reviewed the project progress schedule with the General contractor, fully understands the schedule, and he has verified, prior to submitting a bid, availability of all necessary labor and materials including supervision and office backup, and can comply with the schedule requirements. 4. That there may be changes to the scope of work and that he understands that any proposal submitted for performance of additional work over and above that required by the basic contract will include all costs to the contractor associated with such change including but not limited to labor, materials, subcontracts, equipment, taxes, fees, schedule impact, loss of efficiency, supervision, overhead and profit. 5. That the contract requires him to coordinate is work with that of all other trades and that the responsibility for coordination includes the rerouting, offsets, etc., to fit work in the structure in a manner that is compatible with the work of other trades in the same area. BID DOCUMENTS 23 05 07 - 1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 07 KENT, WASHINGTON SPECIAL HVAC PROVISIONS 6. That the routing of the elements of the mechanical system included in the plans is schematic only and that offsets and rerouting probably will be required in installation, and labor and materials have been included for such in his bid. 7. That he has consulted with all affected Utilities and included in his bid all labor and materials to meet all requirements which may be imposed by each utility and has also included in his bid all costs and fees to be paid to such utilities, including temporary services and temporary and permanent connections unless specifically excluded in basic contract Documents. 8. That he understands the submittals of material and equipment to the Architect-Engineer is for the purpose of establishing what the contractor is supplying for the project. Any review undertaken by the Architect-Engineer does not relieve the Contractor of its responsibility to furnish and install all materials and equipment required for its work in the project nor does such review relieve the contractor of his responsibility for coordination with contractors, subcontractors or designers to ensure that such materials and equipment will fit and be suitable for the purpose intended. 9. The contractor agrees to receive the prices set forth in its bid as full compensation for furnishing all the materials and labor which may be required in the prosecution and completion of all work required under the contract documents, and in all respects to complete the contract work to the satisfaction of the Arch itect-Engin eers. PART2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION a i / BID DOCUMENTS 23 05 07 -2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 09 KENT, WASHINGTON EQUIPMENT ACCESS PART 1 -GENERAL 1.1 DESCRIPTION A. General Information: 1. The other Contract Documents complement the requirements of this section. 2. Requirements of Division 0 and Division 1 apply to the work of this section. 1.2 COMPLIANCE A. UL Compliance: Where UL fire-resistance rating is indicated for construction penetrated by access units, provide UL-listed and labeled units, except for those units which are smaller than minimum size requiring ratings as recognized by governing authority. PART2 - PRODUCTS 2.1 ACCESS TO MECHANICAL EQUIPMENT A. General: Provide access to concealed mechanical equipment, adequate for operation and maintenance. Provide locked units where indicated. Where located in a painted surface area, provide units primed for painting otherwise, provide polished chrome or stainless steel units, unless another type of finish is indicated. Provide UL-labeled fire-resistant units where required. Provide access for applied finish material where indicated. 1. Door Construction: Welded steel ground smooth, 16-gauge frames and 14-gauge panels, 175 deg. swing, spring hinges, cam locks, 5-pin/disc cylinder lock where indicated. B. Manufacturer: Provide products of one of the following: 1. Access Doors: Milcor Div; Iryco, Inc., J.R. Smith Mfg. Co., Zurn Industries, Inc. C. Equipment Locations: Mechanical equipment shall not be suspended above lay-in ceilings of exam rooms, offices or other noise sensitive spaces except for where specifically shown on drawings. PART 3 - EXECUTION 3.1 INSTALLATION A. Install access units as indicated, in accordance with equipment manufacturer's written instructions and in compliance with NEC, to ensure that access doors fulfill requirements. END OF SECTION BID DOCUMENTS 23 05 09 - 1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 53 KENT, WASHINGTON IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT - , PART1 GENERAL 1.1 SECTION INCLUDES A. Nameplates. B. Tags. 1.2 RELATED REQUIREMENTS 1.3 REFERENCE STANDARDS A. ASTM D709 - Standard Specification for Laminated Thermosetting Materials; 2017. 1.4 SUBMITTALS A. See Section 013300- Submittal Procedures, for submittal procedures. B. List: Submit list of wording, symbols, letter size, and color coding for mechanical identification. C. Product Data: Provide manufacturers catalog literature for each product required. D. Manufacturer's Installation Instructions: Indicate special procedures, and installation. E. Project Record Documents: Record actual locations of tagged valves. PART 2 PRODUCTS 2.1 IDENTIFICATION APPLICATIONS A. Automatic Controls: Tags. Key to control schematic. B. Control Panels: Nameplates. C. Small-sized Equipment: Tags, D. Thermostats: Nameplates. 2.2 NAMEPLATES A. Manufacturers: 1. Advanced Graphic Engraving, LLC: www.advancedgraphicengraving.com. 2. Seton Identification Products, a Tricor Direct Company: www.setan.com, 3. Letter Color: White. 4. Letter Height: 1/4 inch. t 5. Background Color: Black. 6. Plastic: Conform to ASTM D709. i ,V BID DOCUMENTS 23 05 53 - 1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 05 53 KENT, WASHINGTON IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 2.3 TAGS A. Manufacturers: 1. Advanced Graphic Engraving: www.advancedgraphicengraving.com. 2. Brady Corporation: www.bradycorp.com. 3. Seton Identification Products, a Tricor Company: www.seton.com. B. Plastic Tags: Laminated three-layer plastic with engraved black letters on light contrasting background color. Tag size minimum 1-1/2 inch diameter. PART 3 EXECUTION 3.1 PREPARATION A. Degrease and clean surfaces to receive adhesive for identification materials. 3.2 INSTALLATION A. Install nameplates with corrosive-resistant mechanical fasteners, or adhesive. Apply with sufficient adhesive to ensure permanent adhesion and seal with clear lacquer. B. Install tags with corrosion resistant chain. C. Install ductwork with plastic nameplates. Identify with air handling unit identification number and area served. Locate identification at air handling unit, at each side of penetration of structure or enclosure, and at each obstruction. END OF SECTION BID DOCUMENTS 23 05 53 -2 12/11/18 r LAKE MERIDIAN BATHHOUSE SECTION 23 09 28 v KENT, WASHINGTON INSTRUMENTATION AND CONTROLS PART 1 - GENERAL 1.1 DESCRIPTION f A. Work under this section shall include furnishing all labor, material, tools and equipment necessary for the complete installation of the controls and instrumentation system, including all accessories required for fully automatic operation, completely coordinated with work of all other trades. Control system shall be assembled with a complete system of wiring as necessary to fill intent of these specifications. B. Although such work is not specifically indicated, furnish and install all supplementary or miscellaneous items, appurtenances and devices to or necessary for a sound, secure and complete installation. 1.2 QUALITY ASSURANCE A. Manufacturer: 1. The complete controls and instrumentation system shall be an electric-type, low voltage, control system. B. Submittals: 1. Shop Drawings and Bulletins: Shop drawings and bulletins showing all equipment to be installed and a written sequence of operation of the proposed control system shall be provided and approval obtained before starting any work. 2. Diagrams: Provide schematic diagrams of the complete automatic control system, showing relays, control valves, control dampers, malfunction alarms, air compressors, reducing stations, switches, air piping, wiring or other items not specified herein or shown on the drawings, but necessary to perform the functions specified hereinafter. PART 2 - PRODUCTS 2.1 THERMOSTATS AND SENSORS A. Individual Zone Thermostat: UL-listed, low-voltage, zone thermostat. B. As scheduled on drawings. 2.2 CONTROL DAMPERS A. Control dampers shall be provided by the temperature controls contractor, factory fabricated by controls and instrumentation manufacturer. B. Proportioning dampers shall be opposed blade type, 2-position operating dampers. All damper frames, 13-gauge galvanized steel or 12-gauge extruded aluminum construction, equipped with flanges for duct-mounting construction where required. Blades, 16-gauge galvanized steel. Each damper shall be provided with replaceable edge seals, installed along the top, bottom and sides of the frame and each blade. Seals and bearing shall be able to withstand temperatures from -20F to 200F. Maximum blade length of dampers shall be 48". Dampers greater than 48" shall be made in section sand interconnected so blades operate in unison with no distortion or binding. For all mixing damper applications, the damper operator shall be provided with linkage to obtain a linear flow characteristic. Damper construction shall be such that linkage shall not be exposed to the airstream. C. Dampers shall be rated for leakage in the full-closed position, at 50"/Ibs. Torque applied by the control operator. Dampers shall not leak air at more than 20 cfm per square foot at 4" static pressure water gauge. Leakage and flow characteristics data for each damper shall be tabulated in the submittals. i BID DOCUMENTS 23 09 28 -1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 09 28 KENT, WASHINGTON INSTRUMENTATION AND CONTROLS D. Damper Operators: All operators for automatic dampers shall be cast aluminum piston type. Non-metallic operators are not acceptable. Provide in proper size and number to secure true throttling or 2-position action as required. Furnish damper operators for installation inside ductwork and attached to frame of damper, or Installed outside ductwork and connected to extended shaft as required. Meet specific conditions of job. All operators shall be provided with positive positioning devices where sequenced, or when operating dampers over 20 square feet in size. 2.3 SEQUENCE OF OPERATION. A. See drawings for sequence of operation. Wiring, relays, accessories, etc required shall be installed under this section per the requirements of Division 26. PART 3 - EXECUTION 3.1 INSTALLATION A. General: All work under this section shall be as a subcontractor or an authorized agent of the manufacturer. B. Testing and Adjusting: At completion of the work, all temperatures regulation equipment shall be tested out under operating service to insure all system sequences function properly. C. Electric Wiring: Provide all wiring in connection with the automatic control system, including all wiring between electric switches and magnetic switches or other control device. Manual or automatic control and protective devices required for the operation herein specified and any control wiring required for controls and devices but not shown on the electrical plan shall be provided. The work shall conform to the best practices of the electrical trade and the quality of the work and materials shall be in accordance with the requirements of Division 26. 3.2 CONTROL WIRING A. Include all control wiring in this section of specifications. Include all power wiring required for a complete temperature control system which is not indicated in electrical plans and specifications. B. Include all low voltage wiring (100 volts and less) required for temperature control systems under this section of specifications. Run all lines in separate conduit from power wiring, except control wiring from starters may be run in same conduit as power wiring. C. Conductors for control signals shall be No. 18 or No. 19 AWG copper conductors as required. Connectors may be assembled in a cable with PVC insulation minimum of 0.016" thick. Cable shall have an outer sheathing standard with manufacturer. All lines voltage wire for temperature control shall be suitable for 600 volts, 75C temperature and shall have Type THW plastic covering. D. Attention is called to electrical drawings which indicate type of motor control required by equipment. END OF SECTION BID DOCUMENTS 23 09 28 -2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 3100 t KENT, WASHINGTON HVAC DUCTS AND CASINGS PART1 GENERAL 1.1 SECTION INCLUDES A. Metal ductwork. 1.2 RELATED REQUIREMENTS A. Section 23 07 13 - Duct Insulation: External insulation and duct liner. B. Section 23 33 00 -Air Duct Accessories. C. Section 23 37 00 -Air Outlets and Inlets. D. Section 23 05 93 - Testing, Adjusting, and Balancing for HVAC. 1.3 REFERENCE STANDARDS A. ASHRAE (FUND) -ASHRAE Handbook- Fundamentals; Most Recent Edition Cited by Referring Code or Reference Standard. B. ASTM A653/A653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2017. C. ASTM E84 -Standard Test Method for Surface Burning Characteristics of Building Materials; 2018a. D. NFPA 90A- Standard for the Installation of Air-Conditioning and Ventilating Systems; 2018. E. SMACNA (DCS)- HVAC Duct Construction Standards Metal and Flexible; 2005 (Revised 2009). 1.4 PERFORMANCE REQUIREMENTS A. No variation of duct configuration or sizes permitted except by written permission. Size round ducts installed in place of rectangular ducts in accordance with ASHRAE table of equivalent rectangular and round ducts. 1.5 SUBMITTALS A. See Section 013300 - Submittal Procedures, for submittal procedures. B. Product Data: Provide data for duct materials. C. Ductwork Layout and Installation shop drawings: Prepare detailed drawings on tracing material same size as Contract Drawings, coordinating sheet metal work and the work of other trades including plumbing, heating, fire protection and electrical so that all components fit together. These drawings shall be completed in a timely manner and coordinated with the construction schedule. These drawings shall be prepared and " submitted to Architect for review prior to the start of construction. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section, with minimum three years of documented experience, and approved by manufacturer. 'I B. Installer Qualifications: Company specializing in performing the type of work specified in this section, with minimum 3 years of documented experience. r BID DOCUMENTS 2331 00 - 1 12/11/18 :J LAKE MERIDIAN BATHHOUSE SECTION 23 3100 KENT, WASHINGTON HVAC DUCTS AND CASINGS 1.7 REGULATORY REQUIREMENTS A. Construct ductwork to NFPA 90A standards. 1.8 FIELD CONDITIONS A. Do not install duct sealants when temperatures are less than those recommended by sealant manufacturers. B. Maintain temperatures within acceptable range during and after installation of duct sealants. PART2 PRODUCTS 2.1 DUCT ASSEMBLIES A. Regulatory Requirements: Construct ductwork to NFPA 90A standards. B. Ducts: Galvanized steel, unless otherwise indicated. C. General Exhaust: 112 inch w.g. pressure class, galvanized steel. 2.2 DUCT SYSTEM SEAL CLASS A. Static pressure and seal class shall be per SMACNA HDCS. Ductwork shall be sealed per WSEC, SEC, ASHRAE Standard 90.1-2007, table 6.4.4.2A and above (whichever is greater). 2.3 MATERIALS A. Galvanized Steel for Ducts: Hot-dipped galvanized steel sheet, ASTM A653/A653M FS Type B, with G60/Z180 coating. B. Joint Sealers and Sealants: Non-hardening, water resistant, mildew and mold resistant. 1. Type: Heavy mastic or liquid used alone or with tape, suitable for joint configuration and compatible with substrates, and recommended by manufacturer for pressure class of ducts. 2. VOC Content: Comply with BUILT GREEN ITEM 4-14e. 3. Surface Burning Characteristics: Flame spread index of zero and smoke developed index of zero, when tested in accordance with ASTM E84. 2.4 DUCTWORK FABRICATION A. Fabricate and support in accordance with SMACNA HVAC Duct Construction Standards - Metal and Flexible, and as indicated. Provide duct material, gages, reinforcing, and sealing for operating pressures Indicated. B. No variation of duct configuration or size permitted except by written permission. Size round duct installed in place of rectangular ducts in accordance with ASHRAE (FUND) Handbook - Fundamentals. C. Duct systems have been designed for metal duct. D. Ductwork fittings and joints should be of high quality suitable for exposed installation. E. Provide duct material, gages, reinforcing, and sealing for operating pressures indicated. BID DOCUMENTS 23 31 00 -2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 3100 KENT, WASHINGTON HVAC DUCTS AND CASINGS F. Construct T's, bends, and elbows with radius of not less than 1-1/2 times width of duct on centerline. Where not possible and where rectangular elbows must be used, provide air foil turning vanes of perforated metal with glass fiber insulation. G. Increase duct sizes gradually, not exceeding 15 degrees divergence wherever possible; maximum 30 degrees divergence upstream of equipment and 45 degrees convergence downstream. PART 3 EXECUTION 3.1 INSTALLATION A. Install, support, and seal ducts in accordance with SMACNA(DCS). B. Install in accordance with manufacturer's instructions. C. Duct sizes indicated are inside clear dimensions. For lined ducts, maintain sizes inside lining. D. Locate ducts with sufficient space around equipment to allow normal operating and maintenance activities. E. Use crimp joints with or without bead for joining round duct sizes 8 inch and smaller with crimp in direction of air flow. i F. Use double nuts and lock washers on threaded rod supports. G. Connect diffusers or light troffer boots to low pressure ducts directly or with 5 feet maximum length of flexible duct held in place with strap or clamp. Flexible ductwork is not allowed in exposed locations. H. At exterior wall louvers, seal duct to louver frame and install blank-out panels. END OF SECTION i BID DOCUMENTS 2331 00 -3 12111/18 r LAKE MERIDIAN BATHHOUSE SECTION 23 33 00 KENT, WASHINGTON AIR DUCT ACCESSORIES PART1 GENERAL 1.1 SECTION INCLUDES A. Duct test holes. B. Volume control dampers. 1.2 RELATED REQUIREMENTS A. Section 23 31 00- HVAC Ducts and Casings. 1.3 REFERENCE STANDARDS A. NFPA 90A- Standard for the Installation of Air-Conditioning and Ventilating Systems; 2018. B. SMACNA(DCS)- HVAC Duct Construction Standards Metal and Flexible; 2005 (Revised 2009). 1.4 SUBMITTALS A. See Section 013300- Submittal Procedures, for submittal procedures. B. Product Data: Provide for shop fabricated assemblies including volume control dampers. Include electrical characteristics and connection requirements. PART2 PRODUCTS 2.1 DUCT TEST HOLES A. Temporary Test Holes: Cut or drill in ducts as required. Cap with neat patches, neoprene plugs, threaded plugs, or threaded or twist-on metal caps. 2.2 VOLUME CONTROL DAMPERS A. Fabricate in accordance with SMACNA (DCS) and as indicated. B. Single Blade Dampers: 1. Fabricate for duct sizes up to 6 by 30 inch. 2. Blade: 24 gage, 0.0239 Inch, minimum. PART 3 EXECUTION 3.1 PREPARATION 3.2 INSTALLATION A. Install accessories in accordance with manufacturer's instructions, NFPA 90A, and follow SMACNA Refer to Section 23 31 00 for duct construction and pressure class. B. Provide duct test hales where indicated and required for testing and balancing purposes. BID DOCUMENTS 23 33 00 -1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 33 00 y KENT, WASHINGTON AIR DUCT ACCESSORIES C. Provide balancing dampers on duct take-off to diffusers, grilles, and registers, regardless of whether dampers are specified as part of the diffuser, grille, or register assembly. r END OF SECTION I i i r, 1 i i i u BID DOCUMENTS 23 33 00 -2 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 23 3413 KENT, WASHINGTON AXIAL HVAC FANS PART1 GENERAL 1.1 SECTION INCLUDES A. Ceiling Propeller fans. 1.2 RELATED REQUIREMENTS A. Division 26 - Equipment Wiring: Electrical characteristics and wiring connections. 1.3 SUBMITTALS A. Product Data: Provide data on axial fans and accessories including fan curves with specified operating point clearly plotted, power, RPM, sound power levels for both fan inlet and outlet at rated capacity, and electrical characteristics and connection requirements. B. Shop Drawings: Indicate assembly of axial fans and accessories including fan curves with specified operating point clearly plotted, sound power levels for both fan inlet and outlet at rated capacity, and electrical characteristics and connection requirements. C. Test Reports: Indicate performance data for adjustable axial fan blades for at least five blade settings, including maximum. D. Manufacturer's Instructions: Indicate installation instructions. E. Maintenance Data: Include instructions for lubrication, motor and drive replacement, spare parts list, and wiring diagrams. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section, with minimum three years of documented experience. B. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories Inc. as suitable for the purpose specified and indicated. C. Performance ratings: Conform to AMCA standard 211 and 311. Fans must be tested in accordance with ANSI/AMCA Standard 210-99 and AMCA Standard 300-96 in an AMCA accredited laboratory. Fans shall be certified to bear the AMCA label for air and sound performance. D. Classification for Spark Resistant Construction Conform to AMCA 99. E. Fans shall be UL/cUL listed for emergency heat and smoke removal. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect motors, shafts, and bearings from weather and construction dust. 1.6 FIELD CONDITIONS A. Permanent fans may not be used for ventilation during construction. BID DOCUMENTS 23 34 13 - 1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 34 13 KENT, WASHINGTON AXIAL HVAC FANS PART 2 PRODUCTS 2.1 MANUFACTURERS A. Aeratron Fans https://aeratronfans.com/ 2.2 CEILING PROPELLER FANS A. Performance: 1. As scheduled on drawings. B. Ceiling fans to be U.L. listed Standard 507 with matching U.L. listed solid state controls. All motors to be direct-drive permanent split capacitor type, with permanently sealed ball bearings. All motors to have built-in, self-resetting (internal)thermal overload protector. Fan performance shall be certified by AMCA, an independent laboratory, or a University Engineering department with documented testing. C. All fans to have factory installed Secondary Support Cable Assembly connected to motor shaft,with minimum 6 feet galvanized cable 1/8" 7x7 with rated breaking strength of 1700 Ibs and must comply with CSA std. C22.2 Sept, 1986. D. Fan blades to be straight with contoured shaped design for maximum efficiency. Not: Fans installed with blade height less than 10'from floor must have rolled edge blades minimum 3/16"thick in compliance with U.L. 507"Mounted blade height to floor of 7 feet acceptable'. E. Fans used with motor speed controls must be labeled in accordance with U.L. 507 "Suitable for use with solid state motor speed controls." F. Factory supplied accessories to include: 1. Solid state motor speed controls (U.L. listed) 2. Extension rod kit I 3. Raked ceiling kit PART 3 EXECUTION 3.1 INSTALLATION A. Install in accordance with manufacturer's instructions. END OF SECTION f i BID DOCUMENTS 23 34 13 -2 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 34 23 KENT, WASHINGTON HVAC POWER VENTILATORS PART1 GENERAL 1.1 SECTION INCLUDES A. Roof exhausters. 1.2 RELATED REQUIREMENTS A. Division 26 - Equipment Wiring: Electrical characteristics and wiring connections. 1.3 REFERENCE STANDARDS A. AMCA(DIR) - (Directory of) Products Licensed Under AMCA International Certified Ratings Program; 2015. B. AMCA 99 - Standards Handbook; 2016. C. AMCA 204 - Balance Quality and Vibration Levels for Fans; 2005. D. AMCA 210 - Laboratory Methods of Testing Fans for Certified Aerodynamic Performance Rating; 2016. E. AMCA (DIR)- [Directory of] Products Licensed Under AMCA International Certified Ratings Program; Air Movement and Control Association International, Inc.; http://www.amca.org/certified/search/company.aspx. F. AMCA 300- Reverberant Room Method for Sound Testing of Fans; 2014. G. AMCA 301 - Methods for Calculating Fan Sound Ratings from Laboratory Test Data; 2014. H. UL 705- Power Ventilators; Current Edition, Including All Revisions. 1.4 SUBMITTALS A. See Section 013300 - Submittal Procedures, for submittal procedures. B. Product Data: Provide data on fans and accessories including fan curves with specified operating point clearly plotted, power, RPM, sound power levels at rated capacity, and electrical characteristics and connection requirements. C. Manufacturer's Instructions: Indicate installation instructions. D. Maintenance Data: Include instructions for lubrication, motor and drive replacement, spare parts list, and wiring diagrams. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section, with minimum three years of documented experience. 1.6 FIELD CONDITIONS A. Permanent ventilators may not be used for ventilation during construction. BID DOCUMENTS 23 34 23 - 1 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 23 34 23 KENT, WASHINGTON HVAC POWER VENTILATORS i PART2 PRODUCTS 2.1 MANUFACTURERS A. Greenheck: www.greenheck.com. B. Loren Cook Company: www.lorencook.com. C. PennBarry: www.pennbarry.com. D. Substitutions: Basis of design is scheduled on drawings. Substitutions to the basis of design must be approved prior to bid to verify equivalency in performance and features. 2.2 POWER VENTILATORS - GENERAL A. Static and Dynamically Balanced: AMCA 204 - Balance Quality and Vibration Levels for Fans. B. Performance Ratings: Determined in accordance with AMCA 210 and bearing the AMCA Certified Rating Seal. C. Sound Ratings: AMCA 301, tested to AMCA 300 and bearing AMCA Certified Sound Rating Seal. D. Fabrication: Conform to AMCA 99. E. UL Compliance: UL listed and labeled, designed, manufactured, and tested in accordance with UL 705. F. Electrical Components: Listed and classified by Underwriters Laboratories Inc. as suitable for the purpose specified and indicated. 1 2.3 ROOF EXHAUSTERS A. Fan Unit: V-belt or direct driven as indicated, with spun aluminum housing; resilient mounted motor; 1/2 inch mesh, 0.62 inch thick aluminum wire birdscreen; square base to suit roof curb with continuous curb gaskets. B. Roof Curb: 8 inch high self-flashing of galvanized steel with continuously welded seams, built-in cant strips. C. Motorized Damper: Power actuated, aluminum multiple blade construction, felt edged with offset hinge pin, nylon bearings, blades linked, and line voltage motor drive, power open, spring return. PART 3 EXECUTION 3.1 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Secure roof exhausters with cadmium plated steel lag screws to roof curb. C. Extend ducts to roof exhausters into roof curb. Counterflash duct to roof opening. END OF SECTION k I ,x BID DOCUMENTS 23 34 23 -2 12/11/18 dl LAKE MERIDIAN BATHHOUSE SECTION 23 37 00 KENT, WASHINGTON AIR OUTLETS AND INLETS PART1 GENERAL 1.1 SECTION INCLUDES A. Registers/grilles. 1.2 RELATED REQUIREMENTS A. Section 09 91 23 - Interior Painting: Painting of ducts visible behind outlets and inlets. 1.3 REFERENCE STANDARDS A. ASHRAE Std 70 - Method of Testing the Performance of Air Outlets and Inlets; 2006 (Reaffirmed 2011). 1.4 SUBMITTALS A. See Section 013300- Submittal Procedures, for submittal procedures. B. Product Data: Provide data for equipment required for this project. Review outlets and inlets as to size, finish, and type of mounting prior to submission. Submit schedule of outlets and inlets showing type, size, location, application, and noise level. 1.5 QUALITY ASSURANCE A. Test and rate air outlet and inlet performance in accordance with ASHRAE Std 70. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section, with minimum three years of documented experience. PART PRODUCTS 2.1 MANUFACTURERS A. Krueger: www.krueger-hvac.com. B. Price Industries: www.price-hvac.com. C. Titus: www.titis-hvac.com. 2.2 MODEL AND TYPE. A. As shown on drawings. PART 3 EXECUTION 3.1 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Check location of outlets and inlets and make necessary adjustments in position to conform with architectural features, symmetry, and lighting arrangement. BID DOCUMENTS 23 37 00 - 1 12111/18 p LAKE MERIDIAN BATHHOUSE SECTION 23 37 00 KENT, WASHINGTON AIR OUTLETS AND INLETS C. Install diffusers to ductwork with air tight connection. D. Provide balancing dampers on duct take-off to diffusers, and grilles and registers, despite whether dampers are specified as part of the diffuser, or grille and register assembly. E. Paint ductwork visible behind air outlets and inlets matte black. END OF SECTION i ;V 1 a. BID DOCUMENTS 23 37 00 -2 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 23 82 00 KENT, WASHINGTON CONVECTION HEATING AND COOLING UNITS PART1 GENERAL 1.1 SECTION INCLUDES A. Electric unit heaters. 1.2 RELATED REQUIREMENTS A. Section 23 09 13- Instrumentation and Control Devices for HVAC. B. Section 26 05 83-Wiring Connections: Electrical characteristics and wiring connections. Installation of room thermostats. Electrical supply to units. 1.3 SUBMITTALS A. See Section 01 30 00-Administrative Requirements, for submittal procedures. B. Product Data: Provide typical catalog of information including arrangements. PART2 PRODUCTS 2.1 ELECTRIC UNIT HEATERS,WALL MOUNTED A. Provide products listed, classified, and labeled by Underwriters Laboratories Inc. (UL), Intertek (ETL), or testing firm acceptable to Authority Having Jurisdiction as suitable for the purpose indicated. B. Assembly: Suitable for mounting in wall with built-in controls, thermal safety cut-out, and electric terminal box. C. Housing: 1. Stainless Steel Construction: All exterior and interior metal enclosure parts are made from vandal-resistant 7-gauge type 304 Stainless Steel. All fasteners and hardware are Stainless Steel. D. Air Inlets and Outlets: 1. Inlets: Provide protective grilles with fan blade guard. 2. Outlets: Provide directional louvers. E. Fan: Factory balanced, direct drive, axial type with fan guard. F. Motor: Totally enclosed, thermally protected, and provided with permanently lubricated bearings. G. Controls: 1. Disconnect. 2. 24-volt relay. 3. Control transformer. 4. 120-volt control. 5. Fan override to purge residual heat when de-energized. 6. Terminal block for remote control. BID DOCUMENTS 23 82 00 -1 12111/18 LAKE MERIDIAN BATHHOUSE SECTION 23 82 00 KENT, WASHINGTON CONVECTION HEATING AND COOLING UNITS 7. Fan speed switch. 8. Remote thermostat located per plans (NEMA 4x SPDT). 9. Summer-winter switch. H. Electrical Characteristics: see plans. 1. NEMA 4 Enclosure: Every electrical component in the wiring compartment is sealed with a polyurethane adhesive. The bottom access panel is sealed with a a 1/4" high density polyurethane gasket. This provides excellent protection against corrosion, windblown dust, dirt, and rain, splashing water and hose-directed water. PART 3 EXECUTION 3.1 INSTALLATION i A. Install in accordance with manufacturer's recommendations. B. Install equipment exposed to finished areas after walls and ceilings are finished and painted. C. Unit Heaters: i 1. Mount unit heaters recessed into stud cavity above concrete wall, 8'-0" A.F.F. D. Units with Electric Heating Elements: 1. Install as indicated including electrical devices furnished by manufacturer but not factory installed. 2. Install wiring in accordance with the manufacturer's wiring diagram submittal and Section 26 05 83. END OF SECTION I z BID DOCUMENTS 23 82 00 -2 12/11/18 ) LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT, WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL PART1 GENERAL 1.1 SUMMARY A. This section includes general electrical requirements for all Division 26 work and is supplemental and in addition to the requirements of Divisions 00 and 01. B. General Requirements: Conform to Contract Documents. This section is supplemental and in addition to requirements of Division 01. C. Conditions and Requirements: Conditions and requirements of the General Provisions, Supplemental General provisions and Special Provisions are hereby made a part of the Electrical Division of this Specification. If requirements disagree, the more stringent requirement will become the contractual obligation. D. Provide a complete working installation with all equipment called for in proper operating condition. Documents do not undertake to show or list every item to be provided. When an item not shown or specified is clearly necessary for proper operation of equipment shown or specified, provide an item which will allow the system to function at no increase in Contract Sum. E. Work shall be of the best quality and competent and experienced electricians shall be employed and shall be under the supervision of a competent and experienced foreman. F. The drawings and specifications are complimentary and what is called for (or shown) in either is required to be provided as if called for in both. 1.2 CODES A. Codes for installation of electrical work shall be State of Washington Electrical Code, Electrical Safety Code, applicable rules and regulations and OSHA and Washington Industrial Safety and Health Act. Any violation of the above Safety Codes shall be cause for immediate termination of Contractor's authority to proceed with work, and recourse to surety for completion of the project. 1.3 PERMITS AND INSPECTIONS A. Obtain permits and pay fees required by governmental agencies having jurisdiction over this work. B. Arrange for inspections required during construction. On completion of work, furnish satisfactory evidence to show all work installed in accordance with codes. 1.4 CLEARANCES A. Adequate working space shall be provided around electrical equipment for maintenance and operation. Minimum clearances shall conform to Art. 110-16 of N.E. Code. 1.5 TESTS A. Test all wiring and connections for continuity and grounds before any fixtures or equipment are connected, and run a Megger test. Where such tests indicate faulty insulation or other defects, all such defects and faults shall he located, repaired and tested again. 1.6 QUALITY ASSURANCE A. Regulatory Requirements: 1. Nothing in the Drawings or Specifications shall be construed to permit Work not conforming to applicable laws, ordinances, rules or regulations. 2. When Drawings or Specifications exceed requirements of applicable laws, ordinances, rules, or regulations, comply with documents establishing the more stringent requirements. BID DOCUMENTS 260500-1 12111118 LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT, WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL 1.7 DELIVERY, STORAGE, AND HANDLING A. Ship equipment in its original package to prevent damage or entrance of foreign matter. Perform all handling and shipping in accordance with manufacturer's recommendations. Provide protective coverings during construction. B. Identify materials and equipment delivered to the Site to permit check against approved materials list, and reviewed submittals. 1.8 MATERIAL AND EQUIPMENT ENVIRONMENT A. All equipment and material shall be suitable for the environment of the installation, and the installation including equipment shall satisfy the governmental agencies having jurisdiction. 1.9 DRAWINGS AND SPECIFICATIONS A. Specifications, with drawings, are intended to cover installation of all electrical equipment. Materials shown and called for on drawings, but not mentioned in specifications, or vice versa, necessary for proper completion and operation of equipment, shall be furnished the same as if called for in both. 1.10 COORDINATION A. Coordinate arrangement, mounting, and support of electrical equipment: 1. To provide for ease of disconnecting the equipment with minimum interference to other installations. B. Coordinate installation of required supporting devices and set sleeves in cast-in-place concrete, uu masonry walls, and other structural components as they are constructed. C, Before installation Contractor shall make proper provisions for electrical work and to avoid interferences with installation of other work. Any changes caused by neglect to do so shall be made at Contractor's expense. D. Coordinate and arrange work so there is no interference between wiring outlets, lighting fixtures, and raceways with sheet metal work, insert hangers, mechanical piping, and structural members. I 1.11 CUTTING AND PATCHING A. Do all cutting and patching for installation of the work. All cutting done carefully to prevent damage to work of other trades, and all patching done by mechanics skilled in the trade affected, and subject to approval by Architect. Provide all work per Division 01. Work shall include: 1. All openings for removed equipment shall be patched or entire system replaced. No openings shall remain at completion of work. 2. Painting: All exposed conduit, boxes, surface metal raceway, enclosures, shall be painted to match wall color. Where exact color unknown, coordinate with owner to obtain color. 1.12 RUBBISH AND CLEAN-UP A. Contractor shall promptly remove waste material and rubbish caused by workers. B. At completion of work, clean all fixtures, electrical panel interiors, switchboards, distribution centers, and all other equipment installed. 1.13 SUBMITTALS A. Contract Closeout Submittals: 1. Provide full size copies of"Record as-built"drawings.. 2. Operation and Maintenance: i I BID DOCUMENTS 260500-2 12111/18 .'n LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT, WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL a. Subsequent to final completion, and testing operations, instruct Owner's authorized representatives in operation, adjustment, and maintenance of electrical plant. b. Before Owner's personnel assume operation of systems, submit operating and maintenance instructions, manuals, parts lists on electrical plant, its component parts, including all equipment which requires, or for which the manufacturer recommends, maintenance in a specified manner. Data sheets shall show complete internal electrical wiring, ratings, and characteristics, catalog data on components parts whether furnished by equipment manufacturer or others, names, addresses, and telephone numbers of source of supply for parts subject to wear or electrical failure, and description of operating, test, adjustment, and maintenance procedures. B. Electrical Equipment Maintenance Manuals 1. The Electrical Contractor shall prepare maintenance manuals for the servicing of all equipment installed as a part of the construction contract. 2. The information contained in the manuals shall be grouped in an orderly arrangement under basic categories, i.e Panels, etc. with tabs 3. Provide catalog data on all equipment indicating exact part numbers provided. Include any shop drawings for the work. Provide maintenance data for all equipment included in the manual. Provide parts list at the beginning of each section. Parts list shall Include installing contractor, distributor, manufacturer's rep, and manufacturer with part number. 4. Include list of replacement parts in the manual 5. Include copies of all permits and final acceptances. 6. Bind in 3-ring binder with label clearly indicating project. 7. Provide number of copies per Division 01 C. Record As-Built Drawings 1. Record drawings shall be continuously maintained in the field by the Contractor. Drawings used for this purpose shall be the latest revision and shall be kept neat and clean. 2. Drawings shall reflect all changes made during construction either by RFI, ASI, CCD, COP, or change order. Contractor shall draw the actual work performed for the change. It is not acceptable to simply list the RFI. 3. Drawings shall include dimensions 4. At project completion submit drawings with all corrections in Autocad 2013 and PDF format for review by the engineer. Make all corrections directed by the owner and engineer and incorporate into the Autocad and PDF format and submit to owner. Provide full size copies of the record drawings per Division 01. 1.14 NAMEPLATES AND TAGS A. The following items shall be equipped with tags, labels or nameplates with etched letters: 1. Label all junction boxes affected with pen indicating type of system (i.e. Power, Data, etc.), circuit voltage, panel and circuit number and switch leg. 2. Tags shall adequately describe the function of, or use of, the particular equipment involved. 3. Update any panel directories affected by this project. 1.15 WARRANTY A. Warranties shall be provided per Division 01. Where not indicated provide minimum 1 year (or standard manufacturers warranty if longer) warranty for all equipment installed on this project. Warranty shall include all labor, site visit, installation costs. PART2 PRODUCTS 2.1 MATERIALS A. Materials and Equipment General Requirements: 1. All items of materials in each category of equipment shall be of one manufacturer. BID DOCUMENTS 260500-3 12/11118 LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT, WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL 2. Groups of items having same or similar function shall be by single manufacturer to facilitate 1 maintenance and service. 3. Compatible with space allocated. Modifications necessary to adjust items to space limitations shall be at Contractor's expense. 4. Conform with conditions shown and specified. Coordinate with other trades for best possible assembly of completed Work. 5. Install fully operating without objectionable noise or vibration. t 2.2 GROUNDING A. Ground Rods: Copper-clad steel; 3/4 inch byl0 feet in diameter or as required by code authority. B. Insulated Conductors: Copper wire or cable insulated for 600 V unless otherwise required by V applicable Code or authorities having jurisdiction 2.3 CONDUCTORS AND CABLES A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. American Insulated Wire Corp.; a Leviton Company. 1 2. General Cable Corporation. 3. Senator Wire &Cable Company. 4. Southwire Company. B. Copper Conductors: Comply with NEMA WC 70. Minimum size - No. 12 AWG, stranded. C. Aluminum not permitted. D. Conductor Insulation: Comply with NEMA WC 70. Drawings are based on using THHN-THWN cables. Contractor shall increase conduit size for any other insulation. E. Ground Wire: Proved THWN ground wire in all circuits, sized per code. Raceway shall not be used as ground. F. Splices: Solderless type only. Preinsulated "twist-on" type permitted on solid conductor size number 10 and smaller. Hydraulic compression long barrel type with application preformed insulated cover, heat shrinkable tubing or plastic insulated tape for all stranded conductors. For stranded conductors provide terminations designed for use with stranded conductors a 2.4 CONDUIT AND BOXES A. Conduit and Tubing j 1. Manufacturers: Subject to compliance with requirements, provide products by one of the following: a. AFC Cable Systems, Inc. b. Alflex Inc. c. Allied Tube & Conduit; a Tyco International Ltd. Co. d. Anamet Electrical, Inc.; Anaconda Metal Hose. e. Electri-Flex Co. f, Manhattan/CDT/Cole-Flex. g. Maverick Tube Corporation. h. O-Z Gedney; a unit of General Signal. I. Wheatland Tube Company. 2. Rigid Steel Conduit: ANSI C80.1. IMC: ANSI C80.6., 3. EMT: ANSI C80.3. Hot dipped galvanized inside and outside. 4. LFMC: Flexible steel conduit with PVC jacket for transformer connection. j BID DOCUMENTS 260500-4 12111118 i LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT, WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL 5. 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. Fittings for EMT: Steel, compression or set screw type. 6. Joint Compound for Rigid Steel Conduit or IMC: Listed for use in cable connector assemblies, and compounded for use to lubricate and protect threaded raceway joints from corrosion and enhance their conductivity. 7. Underground Conduit: PVC Schedule 4C: Provide expansion fittings when above frost line or exposed. All elbows are fiberglass. 8. MC cable not allowed. B. Boxes 1. Sheet Metal Pull and Junction Boxes: NEMA OS 1 on side 2. Cast-Metal Access, Pull, and Junction Boxes: NEMA FB 1, cast aluminum with gasketed cover. 2.5 STRAIGHT BLADE RECEPTACLES A. Duplex Receptacle, Cooper 5362 corrosion resistant industrial grade. B. GFCI Receptacles, Cooper TWRVGF20 TAMPER AND WEATHER RESISTANT C. WP Weather proof receptacle. Weatherproof Cover Plates: NEMA 250, complying with type 3R weather-resistant, die-cast aluminum while in use with lockable cover. 1. Hubbell #WP8MNVP26M 2.6 LIGHTING CONTROLS A. Switch Leviton 1221-2 Cooper 2221, Hubbell CS1221, Pass & Seymour 20AC1 (single Pole) B. Time Clock 4 circuit 7 day astronomical Intermatic ET70415CR series C. Occupancy Sensor ceiling mount 1. Occupancy sensors for control of interior lighting shall be LEVITON ODCOS-11 with optional ODCCG protective cage. D. Occupancy Sensor with dual technology with switch Leviton OSSMT-MD 2.7 PANELBOARD A. Manufacturers: Shall be Square D, Eaton, GE or Siemens B. Shall be Square D type NOOD (or equal) panelboard rated for 240 Vac/48 Vdc maximum. Continuous main current ratings, as indicated on associated drawings, not to exceed 600 amperes maximum. C. Bussing shall be copper. Provide neutral and ground buses. D. Panelboard shall be UL listed as service entrance. E. Enclosure shall be NEMA 1. F. Door shall be door in door style and shall be lockable. G. Breakers shall be bolt on style. 2.8 CEILING FAN A. Ceiling fan shall be three-blade Aeratron #AE3 or equal. 1. Fan to be switched and remote controlled with hand held transmitter. 2. Fan to be 44" or less. Finishes and color by architect. BID DOCUMENTS 260500-5 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT, WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL 2.9 IRRIGATION CONTROLS A. Provide all controllers, devices, accessories, sensors, circuitry, raceways, programming, mounting devices and installation as required for a complete and fully functional irrigation control system. Existing irrigation heads shall be connected to controller, B. Irrigation controller shall be Calsense CS3000-WM-CS3-W-KIT 1. Irrigation controller to support up to 128 2-wire stations or 48 conventional-wired stations and 80 2-wire stations. 2. Controller shall have the ability to group stations together; watering individually or concurrently. Controller shall have the ability to assign environmental and plant details to these groups. 3. Controller shall be protected with surge suppression, Calsense TP-110 or equal. 4. Controller shall be able to directly interface with on-site weather gauges. The Controller shall have the ability to display and respond to these measurements. 5. Controller to have usage reporting and diagnostics with mainline break setting for proper flow detection of catastrophic issues. 6. Provide owner representatives on-site training by manufacturer personnel. 7. Controller to have a 10 year limited warranty. _s C. Cabling 1. 2-wire cabling to be manufacturer provided, Paige P7354D, Regency Hunter Decoder cable or equal. 2. Peripheral gauge cabling shall be manufacturer provided or Paige P7171 D. r D. Weather Sensors 1. Evapo-transpiration gauge to be surface or pole-mounted with vandal resistant enclosure, Calsense ETGE. 2. Tipping rain bucket to be surface or pole-mounted and measure every .01 inches of rainfall, Calsense RB-1 or equal. 3. Wind gauge to be surface or pole-mounted and send pulse to controller for wind levels above owner set threshold. 4. Coordinate mounting devices required with building conditions. PART 3 EXECUTION 3.1 INSTALLATION A. Follow manufacturer's directions in all cases where manufacturers of articles used furnish directions covering points not shown or specified. B. Accurately set and level equipment with supports neatly placed and properly fastened. No allowance of any kind will be made for negligence on the part of the Contractor to foresee means of bringing in and installing equipment in position inside the building. C. Conduit System: 1. Work into complete integrated arrangement with like elements. Make Work neat and finished appearing. 2. Run concealed, except where shown otherwise. Where exposed run parallel with walls or structural elements with vertical runs plumb, horizontal runs level; groups racked together neatly with bends parallel and uniformly spaced. D. Provide hangers, supports, anchors and chases as required for installation of Electrical Work. E. Interface with other products: 1. For purposes of clarity and legibility, Drawings are essentially diagrammatic to the extent that many offsets, bends, special fittings, and exact locations of items are not indicated, unless specifically dimensioned. Exact routing of wiring, and locations of outlets, panels, and other items shall be governed by structural conditions or obstructions. Contractor shall make use 1 BID DOCUMENTS 260500-6 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT, WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL of data in Contract Documents. In addition, Architect reserves right, at no increase in Contract Sum, to make any reasonable change in location of electrical items exposed at ceilings or on partitions to group them in orderly relationships or to increase their utility. Verify requirements in this regard prior to roughing-in. 3.2 CLEANING A. Properly prepare Work under this Division to be finish painted under Division 01, 3.3 COMMON REQUIREMENTS FOR ELECTRICAL INSTALLATION A. Comply with NECA 1. B. 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. 3.4 GROUNDING A. Provide ground wire in all raceways. B. Consult with code authority and comply with all code authority requirements, 3.5 RACEWAY A. Outdoors and underground: Apply raceway products as specified below, unless otherwise indicated: 1. Exposed Conduit: Rigid steel conduit. 2. Connection to Vibrating Equipment(Including Transformers and Hydraulic, Pneumatic, Electric Solenoid, or Motor-Driven Equipment): LFMC. 3. Boxes and Enclosures, Aboveground: NEMA 250, Type 3R. B_ Comply with the following indoor applications, unless otherwise indicated: 1. Exposed, Not Subject to Physical Damage: EMT or FLEX . 2. Concealed in Ceilings and Interior Walls and Partitions: EMT or flex. 3. Boxes and Enclosures: NEMA 250, Type 1, except use NEMA 250, Type 4, stainless steel in damp or wet locations. C, 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. D, Installation 1. 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. 2. Complete raceway installation before starting conductor installation. 3. Provide metallic marker tape above all underground conduits. 4. Support raceways per NEC. 5. 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. 6. Threaded Conduit Joints, Exposed to Wet, Damp, Corrosive, or Outdoor Conditions: Apply listed compound to threads of raceway and fittings before making up joints. Follow compound manufacturer's written instructions. 7. Raceway Terminations at Locations Subject to Moisture or Vibration: Use insulating bushings to protect conductors, including conductors smaller than No. 4 AWG. a. Install pull wires in empty raceways. Use polypropylene or monofilament plastic line with not less than 200-lb tensile strength. Leave at least 12 inches of slack at each end of pull wire. BID DOCUMENTS 260500-7 12/11/18 LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT, WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL b. Install raceway sealing fittings at suitable, approved, and accessible locations and fill them with listed sealing compound. For concealed raceways, install each fitting in a flush steel box with a blank cover plate having a finish similar to that of adjacent plates or surfaces. Install raceway sealing fittings at the fallowing points: 1) Where conduits pass from warm to cold locations, such as boundaries of refrigerated spaces. 2) Where otherwise required by NFPA 70. 3.6 INSTALLATION OF CONDUCTORS AND CABLES A. Use manufacturer-approved pulling compound or lubricant where necessary; compound used must not deteriorate conductor or insulation. Do not exceed manufacturer's recommended maximum pulling tensions and sidewall pressure values. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips, that will not damage cables or raceway. Exposed cables not permitted. Support cables. Identify and color-code conductors and cables according to Division 26 Section "Identification for Electrical Systems." B. Connections: 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. Make splices and taps that are compatible with conductor material and that possess equivalent or better mechanical strength and insulation ratings than un-spliced conductors. Use oxide inhibitor in each splice and tap conductor for aluminum conductors. 3.7 DEMOLITION AND REMODEL A. Remove all electrical installation as indicated on drawings and required for operations. Raceways may be re-used (provided they are in compliance with these specifications and electrical code, otherwise provide new) but wire/conductors may not be re-used.\ B. Check and verify existing grounding system meet code and performance requirements. In event ground is inadequate make corrections necessary to bring into compliance. END OF SECTION r 1, BID DOCUMENTS 260500-8 12/11/18 B I DDERFS PACKAGE CITY OF KENT KING COUNTY, WASHINGTON LAKE MER I D I AN PARK BATHHOUSE REPA I R BIDS ACCEPTED UNTIL: THURSDAY, DECEMBER 27, 2018 10:00 A.M. BID OPENING: IMMEDIATELY FOLLOWING COUNCIL CHAMBERS, FIRST FLOOR DELIVER TO: CITY OF KENT, CITY HALL CITY CLERK'S OFFICE, FIRST FLOOR 220 4TH AVENUE SOUTH KENT, WASHINGTON 98032 JULIE PARASCONDOLA DIRECTOR OF PARKS, RECREATION & COMMUNITY SERVICES KENT HASH I N OTO N BIDDER'S PACKAGE FOR LAKE MERIDIAN PARK BATHHOUSE REPAIR CONTENTS • Location map and directions to site • Invitation to Bid BIDDING FORMS 1 . Contractor Compliance Statement 2. Proposal 3. Bid Summary 4, Proposal Signature Page 5. Contractor's References 6. Bidder Responsibility Criteria 7, Contractor's Qualification Statement 8. Major Subcontractor Lists (2) 9. Bid Bond 10. Combined Affidavit and Certification of Non-Collusion and Minimum Wage 11 . E.E.O. Policy Declaration 12. Kent Administrative Policy 1 .2 — Women and Minority Contractors 13. Contract (to be completed after award of bid) 14. Insurance Requirements 15. Change Order Form (for use if needed) 16. Payment and Performance Bond and Certificate as to Corporate Seal (to be completed after award of bid) 17. EEO Compliance Statement (to be completed after project completion) 18. Bidder's Checklist LAKE MERIDIAN PARK BATHHOUSE REPAIR Project Address: 14800 SE 272"d Street Kent, Washington 98042 Directions from SR-167 (Northbound) : 1 . Take the SOUTH 277TH STREET exit. 2. Go EAST, up the hill and around the bend as road becomes 1161H AVENUE SE, 3. Turn EAST onto SR-516/KENT-KANGLEY ROAD. 4. Follow as road becomes SE 272N11 STREET, 5. Turn LEFT into parking lot of Lake Meridian Park. Directions from Hwy. 18 (East and West) : 1 . Take the HWY 516/SE 272ND STREET exit. 2. Go WEST on SE 272nd about three-quarters of a mile, 3. Turn RIGHT into park entrance. Lake,Polk Meiietihea°Valloy MCR0D AN C.owthy C;4¢dYa HIE. Cy H Y`� - ynii V� i/f I r f rPinc r , ) k..i&.4+ Kohl's C C7o to i WhoWnalor' i C INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through Thursday, December 27, 2018 up to 10:00 a.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4th Avenue South, Kent, Washington 98032. All bids must be properly marked and sealed in accordance with this "Invitation to Bid." Bids must be delivered and received at the City Clerk's office by the above- stated time, regardless of delivery method, including U.S. Mail. All bids will be opened and read publicly aloud immediately following for the City of Kent project named as follows: Lake Meridian Park Bathhouse Repair The project consists of repairs to a 1,152 square foot existing bathhouse that was damaged by fire. Work includes removal of all fire damaged sections of the building including the roof and replacement of interior fixtures, plumbing, electrical, and constructing a new roof. The Engineer's estimate for this project is $SSO,000. Bid documents may be obtained at www ke._!wa,gpv7'.procurerhent. An optional pre-bid meeting will be held at 10:00a.m. Tuesday, December 18, 2018 at Lake Meridian Park, 14800 SE 2720d Street, Kent, WA 98032. All questions related to the project drawings and specifications shall be in writing and directed to Erik Salisbury re uks Jds ur.yium.,ll.--tf}Al shu c_M. All questions shall be submitted no later than 5 p.m. on December 201h 2018. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 4th Avenue South, Kent, WA 98032-5895. Only sealed bids will be accepted. No facsimiles or electronic submittals will be considered. The City of Kent reserves the right to reject any and all bids on any or all schedules or alternated or to waive any informalities in the bidding and shall determine which bid or bidders is the most responsive, satisfactory, and responsible bidder and shall be the sole judge thereof. No pleas of mistake in the bid shall be available to the bidder for the recovery of his/her deposit or as a defense to any action based upon the neglect or refusal to execute a contract. Bidders must submit with their initial bid a signed statement as to whether they have previously performed work subject to the President's Executive Order No. 11246. No bidder may withdraw his/her bid for a period of sixty (60) days after the day of bid opening. Dated this 12th day of December, 2018. KIMBERLEY KOMOTO, City Clerk [Published in the Daily Journal of Commerce on December 12, 2018] BIDDER FORMS J CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named Lake Meridian park Bathhouse Repair I am the undersigned bidder or prospective contractor. I represent that — I have „,,,,___„ I have not participated in a previous contract or subcontract subject to the President's Executive Order #11246 (regarding equal employment opportunity) or a preceding similar Executive Order. NAME OF BIDDER BY: SIGNATURE/TITLE ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that has examined the job site and construction details of the work as outlined on the plans and described in the specifications for the project named LAKE MERIDIAN PARK BATHHOUSE REPAIR for the City of Kent, Washington, and has read and thoroughly understands the plans and specifications and contract governing the work embraced in this improvement and the method by which payment will be made for that work and hereby proposes to undertake and complete the work embraced in this improvement in accordance with the bid and contract, and at the following schedule of rates and prices: NOTE TO BIDDERS: 1) All bid items are described in the Technical Specifications. Reference the Section in this proposal document where the bid item is described. 2) Proposal items are numbered in sequence but are non-continuous. 3) Unit prices for all items, all extensions, and total amount of bid must be shown. 4) Should bid items with identically worded bid item descriptions appear in more than one schedule of the proposal, the bidder must bid the same unit price. The City shall use the lowest unit price submitted by the bidder for the items in question in each schedule where identical bid item description appears. Bid items with identically worded descriptions which appear in more than one schedule are denoted with an asterisk (*). i 5) The Washington State Department of Revenue has issued special rules on the state sales tax. Sections 1 -07.2(1) through 1-07.2(3) are meant to clarify those rules. The Contractor shall contact the Contract Payment section of the Division of Accounting and Financial Services of the Department of Transportation, Olympia, Washington, for questions regarding sales tax. The Contracting Agency will not adjust its payment if the Contractor bases a Bid on a misunderstood tax liability. The Contractor shall include all Contractor-paid taxes in the unit Bid prices or other Contract amounts. In some cases, however, state retail sales tax will not be included. Section 1 -07.2(2) describes this exception. I i i LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE B li D SUMMARY BASE BID: LAKE MERIDIAN PARK BATHHOUSE REPAIR DO NOT INCLUDE TAX UNIT PRICES - include all labor, materials and equipment necessary to provide and/or execute and/or place Item noted. BID SCHEDULE Item Plan Price Total - No. Item DescrlDtion Quantl� Unit Per Unit Amount 1 Existing Conditions 1 LS ®.._ '.. —. (Division 2) 2 Metals _------------ ------------ ------- -------------- ,--------- __________ .________ _.w...................____________--- __.._.. - -------- 1 LS ' Division 5 3 Wood and Plastic 1 LS (Division 6) 4 Thermal and Moisture Protection 1 LS (Division 7) ----------— 5 Doors and Windows 1 LS (Division 8) 6 Finishes 1 LS Division9 7 Specialties 1 LS (Division 10) 8 Plumbing 1 LS (Division 22) 9 Heating Ventilating and HVAC 1 LS (Division 23) 1 LS 10 Electrical (Division 26) _ __ _ 11 Alternate #1 — Drinking Fountain 1 LS Total Lump Sum Bid Items 1 through 11 $ Bid Amount in Words Total Lump Sum Bid including Alternate #1 ......... .. . ... Bid Amount in Words NOTE: Washington State Sales Tax of 10% will be added to the base bid amount in the contract. LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE The undersigned Bidder hereby verifies that these listed bid prices are true and correct in all respects. BIDDER: DATE: (signature) By: .......................... Title: (print name) Company Name:. Address: City/State/Zip; Phone: ` LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE PROPOSAL SIGNATURE PAGE PROJECT: Lake Meridian Park Bathhouse Repair The undersigned bidder hereby proposes and agrees to start construction work on the Contract, if awarded to him/her, on or before ten (10) calendar days from the date of the Notice to Proceed, and agrees to complete the Contract within 130 calendar days after issuance of the City's Notice to Proceed. The undersigned bidder hereby agrees to submit all insurance documents, performance bonds and signed contracts within ten (10) calendar days after City awards the Contract. The City anticipates issuance of the Notice to Proceed on the day of the preconstruction meeting. No bidder may withdraw his/her bid for a period of sixty (60) calendar days after the day of bid opening. The required bid security consisting of a bid bond, cashier's check or cash in an amount equal to 5% of the total amount is hereto attached. Notice of acceptance of this bid or request for additional information shall be addressed to the undersigned at the address stated below. Receipt of Addendum No.'s to the plans and/or specifications is hereby acknowledged. Failure to acknowledge receipt of the addenda may be considered an irregularity in this proposal. By signing this Proposal Signature Page, the undersigned bidder agrees to accept all contract forms and documents included within the bid packet and to be bound by all terms, requirements and representations listed in the bid documents whether set forth by the City or by the Bidder. DATE: NAME OF BIDDER BY: Signature (Print Name and Title) Address LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE GENERAL CONTRACTOR'S REFERENCES If you have not worked for the City of Kent in the past three years: Please provide FIVE references for work performed similar in size and scope to the Lake Meridian Park Bathhouse Re a:ii. At least two of the references should be from a public agency. 1 _Agency Name _................_.....__.... ....... -------,Address, city, state, zip ----- Phone 'i ...... ..........._.._____ Contact Name .._._.........._................ _.... _.............._... Name of Project ........ .._._______..._,... - --------Contract Amount (approx.), Year ............ ................ - . -.....Agency Name __....._................... _._ _...-- Address, city, state, zip _._...------------------------ ............ _._. Phone -----------Contact Name ` -------- _.............._ _ Name of Project Contract Amount (approx.), Year _ _................. Agency Name .................. .......................... Address, city, state, zip _.............................. ___ Phone Contact Name ---------------- ................. .......-,--Name of Project _._._ ................---_Contract Amount (approx.), Year ..�_....................................................._.. Agency Name _......... _____Address, city, state, zip ._........ ......... Phone ..............m.... _ ....__------ ... _,_,.. _.-------- _Contact Name .......................... _ ------...--------- ..Name of Project _ .___ Contract Amount (approx,), Year 1 LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE ._._._........................_ ..... . .. ....W._......_......._......_. ........ Agency Name __..... Address, city, state, zip Phone Contact Name _Name of Project _Contract Amount (approx.), Year Note: This form must be included with your bid. ❑ I have worked for the City of Kent in 2016, 2017 or 2018. Name of Project(s): LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE BIDDER RESPONSIBILITY CRITERIA " Y Certification of Compliance with Wage Payment Statutes: ` Lake Meridian Park Bathhouse Repair This certification is required by state law (RCW 39.04.350(2)) to be submitted to the City before the contract can be awarded. The bidder hereby certifies that, within the three-year period immediately preceding the bid solicitation date (12/12/2018), 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 pe jury under the laws of the State of Washington that the foregoing is true and correct. Bidder's Business Name By: Signature of Authorized Official* Printed Name: Title: Date: City and State. *If a corporation, proposal most be executed in the corporate name by the president or vice- president (or any other corporate officer accompanied by evidence of authority to sign). If a co- partnership, proposal must be executed by a partner. a a LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) for Lake Meridian Dark Bathhouse Repair THE CITY WILL REVIEW THE CONTRACTOR'S RESPONSES TO THIS FORM TO DETERMINE WHETHER THE BIDDING CONTRACTOR IS RESPONSIBLE TO PERFORM THE CONTRACT WORK. THIS FORM REQUIRES CRITERIA ESTABLISHED BY STATE LAW AS WELL AS SUPPLEMENTAL CRITERIA ESTABLISHED BY THE CITY THAT ARE APPLICABLE TO THIS PUBLIC WORKS PROJECT. THE BIDDER SHOULD READ AND RESPOND TO THIS FORM CAREFULLY. Indicia of contractor's responsibility inherently involve subjective determinations as to the contractor's ability to perform and complete the contract work responsibly and to the owner city's satisfaction. The city has an obligation and a duty to its citizens and its taxpayers to administer its budgets and complete its projects in a businesslike manner. Accordingly, it has a duty to exercise the type of inquiry and discretion a business would conduct when selecting a contractor who will be responsible to perform the contract work. The city's supplemental criteria are based, in large part, on the qualification statement form used by the American Institute of Architects. The city provides these criteria so as to provide the most objective framework possible within which the city will make its decision regarding the bidder's ability to be responsible to perform the contract work. These criteria, taken together, will form the basis for the city's decision that a bidder is or is not responsible to perform the contract work. Any bidder may make a formal written request to the city to modify the criteria set forth in this qualification statement, but that request may only be made within 48 hours of the date and time that the bidder first obtains the bid documents or three (3) business days prior to the scheduled bid opening date, whichever occurs first. If the city receives a modification request, it will consider any information submitted in the request and will respond before the bid submittal deadline. If the city's evaluation results in changed criteria, the city will issue an addendum establishing the new or modified criteria. If the city determines that, based on the criteria established in this statement, a bidder is not responsible to perform the contract work, the city will provide written notice of its determination that will include the city's reason for its decision. The bidder has 24 hours from the time the city delivers written notice to the bidder that the bidder is not responsible to perform the contract work to appeal the city's determination. No appeals will be received after the expiration of this 24 hour appeal period. The city may deliver this notice by hand delivery; email, facsimile, or regular mail. In the event the city uses regular mail, the delivery will be deemed complete three days after being placed in the U.S. Mail. The bidder's right to appeal is limited to the single remedy of providing the city with additional information to be considered before the city issues a final determination. Bidder acknowledges and understands that, as provided by RCW 39.04.350, no other appeal is allowed and no other remedy of any kind or nature is available to the bidding contractor if the City determines that the bidder is not responsible to perform the contract work. If the bidder fails to request a modification within the time allowed, or fails to appeal a determination that the bidder is not responsible within the time allowed, the city will make its determination of bidder responsibility based on the information submitted. LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE r COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID. FAILURE TO PROPERLY COMPLETE THIS FORM MAYALSO RESULT IN A DETERMINATION THAT YOUR BID IS NON-RESPONSIVE AND THEREFORE VOID. THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS COMPLETION OR MODIFICATION. The undersigned certifies under oath that the information provided herein is true and sufficiently complete so as not to be misleading. SUBMITTED BY: NAME: ADDRESS: ------------- PRINCIPAL OFFICE: ADDRESS: PHONE: FAX: 1. STATUTORY REQUIREMENTS 1.1 Provide a copy of your Department of Labor and Industries certificate of registration in compliance with chapter 18.27 RCW. 1.2 Provide your current state unified business identifier number. 1.3 Provide proof of applicable industrial insurance coverage for your employees working in Washington as required in Title 51 RCW, together with an employment security department number as required in Title 50 RCW, and a state excise tax registration number as required in Title 82 RCW. Providing a copy of a state of Washington "Master License Service Registration and Licenses" form is typically sufficient evidence of the requirements of this subsection. 1.4 Provide a statement, signed by a person with authority to act and speak for your company, that your company, including any subsidiary companies or affiliated companies under majority ownership or under control by the owners of the bidder's company, are not and have not been in the past three (3) years, disqualified from bidding on any public works contract under RCW 39.06.010 or 39.12,065 (3). l LAKE MERIDIAN PARK BATHHOUSE REPAIR °i BIDDER'S PACKAGE 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? 2.2 How many years has your organization been in business under its present business name? 2.2.1 Under what other or former names has your organization operated? 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 2.3.2 State of incorporation: 2.3.3 President's name: 2.3.4 Vice-president's name(s) : 2.3.5 Secretary's name: 2.3.6 Treasurer's name: 2.4 If your organization is a partnership, answer the following: 2.4.1 Date of organization: 2.4.2 Type of partnership (if applicable) : 2.4.3 Name(s) of general partner(s) : 2.5 If your organization is individually owned, answer the following: 2.5.1 Date of organization: 2.5.2 Name of owner: 2.6 If the form of your organization is other than those listed above, describe it and name the principals: 3. LICENSING 3.1 Listjurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. 3.2 List jurisdictions in which your organization's partnership or trade name is filed. 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) 4.2.1 Has your organization ever failed to complete any work awarded to it? 4.2.2 Are there any judgments, claims, arbitration proceedings or suits pending or outstanding against your organization or its officers? 4.2.3 Has your organization filed any law suits or requested arbitration with regard to construction contracts within the last five years? LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE 4.3 Within the last five years, has any officer or principal of your organization ever been an officer or principal of another organization when it failed to complete a construction contract? (If the answer is yes, please attach details.) 4.4 On a separate sheet, list major construction projects your organization has in progress, giving the name of project, owner, architect or design engineer, contract amount, percent complete and scheduled completion date. 4.4.1 State total worth of work in progress and under contract; y 4.5 On a separate sheet, list the major projects your organization has completed in the past five years, giving the name of project, owner, architect or design engineer, contract amount, date of completion and percentage of the cost of the work performed with your own forces. 4.5.1 State average annual amount of construction work performed during the past five years: 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. 4.7 On a separate sheet, list your major equipment. 5. REFERENCES 5.1 Trade References: 5.2 Bank References: 5.3 Surety: 5.3.1 Name of bonding company: 5.3.2 Name and address of agent: 6. FINANCING 6.1 Financial Statement. After bid opening, the City may require the following financial information from any of the three apparent low bidders. If so required, the selected bidder(s) must respond with this financial information within 24 hours of the City's request for that information. The City's request for this information shall not be construed as an award or as intent to award the contract. A bidder's failure or refusal to provide this information may result in rejection of that bidder's bid. 6.1 .1 Attach a financial statement, preferably audited, including your organization's r latest balance sheet and income statement showing the following items: Current Assets (e.g., cash,joint venture accounts, accounts receivable, notes receivable, accrued income, deposits, materials inventory and prepaid expenses); Net Fixed Assets; Other Assets; ,i LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE Current Liabilities (e.g., accounts payable, notes payable, accrued expenses, provision for income taxes, advances, accrued salaries and accrued payroll taxes);Other Liabilities (e.g., capital, capital stock, authorized and outstanding shares par values, earned surplus and retained earnings). 6.1.2 Name and address of firm preparing attached financial statement, and date thereof: 6.1.3 Is the attached financial statement for the identical organization named on page one? 6.1.4 If not, explain the relationship and financial responsibility of the organization whose financial statement is provided (e.g., parent-subsidiary). 6.2 Will the organization whose financial statement is attached act as guarantor of the contract for construction? 7. SIGNATURE 7.1 Dated this day of _._ , 20. . Name of Organization: By: Title: 7.2 , being duly sworn, deposes and says that the information provided herein is true and sufficiently complete so as not to be misleading. Subscribed and sworn before me this day of 20_ NotaryPublic; ...............................................__........................._.........-------—_................. ..,......._. My Commission Expires: LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract r work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project Name: Lake Meridian Park Bathhouse Repair Project Number: #PPD19-01 Subcontractor Name _ Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name _ Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers I BIDDER'S SIGNATURE LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Project Name: Lake Meridian Park Bathhouse Repair Project Number: PPD19-01 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Subcontractor Name: Subcontractor Name: Subcontractor Name: Bidder's Signature Date LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE RID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, _ as Principal, and _ as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of $ Dollars, for the payment of which the Principal and the Surety bond themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, by these presents. The condition of this obligation is such that if the Obligee shall make any award to the Principal for Lake Meridian Park Bathhouse Repair. According to the terms of the proposal or bid made by the Principal thereof, and the Principal shall duly make and enter into a contract with the Obligee in accordance with the terms of said proposal or bid and award and shall give bond for the faithful performance thereof, with Surety or Sureties approved by the Obligee; or if the Principal shall, in case of failure so to do, pay and forfeit to the Obligee the penal amount of the deposit specified in the invitation to bid, then this obligation shall be null and void; otherwise it shall be and remain in full force and effect and the r Surety shall forthwith pay and forfeit to the Obligee, as penalty and liquidated damaged, the amount of this bond. SIGNED, SEALED AND DATED THIS DAY OF 20 i PRINCIPAL z SURETY 20 Received return of deposit in the sum of $ s LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE C I TY OF KENT COMBINED DECLARATION FORM: NON-COLLUS II ON, MINIMUM WAGE NON-COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, I am deemed to have signed and to have agreed to the provisions of this declaration. AND MINIMUM WAGE AFFIDAVIT FORM I, the undersigned, having 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 wage 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. Lake Meridian Park Bathhouse Repair NAME OF PROJECT ----------- NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Subscribed and sworn before me this day of 20 Notary Public My Commission Expires LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER's PACKAGE DECLARATION y CITY OF KENT EQUAL EMPLOYMENT OPPORTUNITY POLICY The City of Kent is committed to conform to Federal and State laws regarding equal opportunity. As such, all contractors, subcontractors and suppliers who perform work with relation to this contract shall comply with the regulations of the City's equal employment opportunity policies. The following questions specifically identify the requirements the City deems necessary for any contractor, subcontractor or supplier on this specific contract to adhere to. An affirmative response is required on all of the following questions for this contract to be valid and binding. If any contractor, subcontractor or supplier willfully misrepresents themselves with regard to the directives outlined, it will be considered a breach of contract and it will be at the City's sole determination regarding suspension or termination for all or part of the contract; The questions are as follows: 1 . I have read the attached City of Kent administrative policy number 1 .2, 2. During the time of this contract I will not discriminate in employment on the basis of sex, race, color, national origin, age, or the presence of all sensory, mental or physical disability. 3. During the time of this contract the prime contractor will provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer, 4. During the time of the contract 1, the prime contractor, will actively consider hiring and promotion of women and minorities. 5. Before acceptance of this contract, an adherence statement will be signed by me, the Prime Contractor, that the Prime Contractor complied with the requirements as set forth above. By signing below, I agree to fulfill the five requirements referenced above, By: For: Title: Date: LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE CITY OF KENT ADMINISTRATIVE POLICY NUMBER: 1 .2 EFFECTIVE DATE: January 1 , 1998 SUBJECT: MINORITY AND WOMEN SUPERSEDES: April 1 , 1996 CONTRACTORS APPROVED BY Jim White, Mayor POLICY: Equal employment opportunity requirements for the City of Kent will conform to federal and state laws. All contractors, subcontractors, consultants and suppliers of the City must guarantee equal employment opportunity within their organization and, if holding Agreements with the City amounting to $10,000 or more within any given year, must take the following affirmative steps: 1 . Provide a written statement to all new employees and subcontractors indicating commitment as an equal opportunity employer. 2. Actively consider for promotion and advancement available minorities and women. Any contractor, subcontractor, consultant or supplier who willfully disregards the City's nondiscrimination and equal opportunity requirements shall be considered in breach of contract and subject to suspension or termination for all or part of the Agreement. Contract Compliance Officers will be appointed by the Directors of Planning, Parks, and Public Works Departments to assume the following duties for their respective departments. 1 . Ensuring that contractors, subcontractors, consultants, and suppliers subject to these regulations are familiar with the regulations and the City's equal employment opportunity policy. 2. Monitoring to assure adherence to federal, state and local laws, policies and guidelines, LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and _ organized under the laws of the State of located and doing business at ("Contractor"). WITNESS: In consideration of the terms and conditions contained herein and attached and made a part of this Agreement, the parties agree as follows: 1 . The Contractor shall do all work and furnish all tools, materials, and equipment for the LAKE MERIDIAN PARK BATHHOUSE REPAIR in accordance with and as described in the Contract and shall perform any alterations in or additions to the work provided under the Contract and every part thereof. The Contract shall include all project specifications, provisions, and plans; the City's general and special conditions; the City's bid documents; and the Contractor's response to the City's bid. The Contractor is responsible to obtain copies of the current Specifications including the latest amendments as of the date of bid opening. Unless otherwise directed by the City, work shall start within ten (10) days after the City issues its Notice to Proceed and be completed within 130 calendar days. The Contractor shall provide and bear all expense of all equipment, work, and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in the Contract and every part thereof, except as mentioned in the specifications to be furnished by the City. The total contract amount, including Washington State Sales Tax, is $_ __ 2. The City hereby promises and agrees with the Contractor to employ, and does employ, the Contractor to provide the materials and to do and cause to be done the above described work and to complete and finish the same according to the Contract and the terms and conditions herein contained and hereby contracts to pay for the same according to the Contract and the schedule of unit or itemized prices provided by Contractor in its response to the City's bid, at the time and in the manner and upon the conditions provided for in the Contract. 3, The Contractor for itself, and for its heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all covenants herein contained upon the part of the Contractor. 4. It is further provided that no liability shall attach to the City by reason of entering into this contract, except as expressly provided herein. r 6 LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE 5, Contractor shall defend, indemnify, and hold the City, its officers, officials, employees, agents, volunteers and assigns harmless from any and all claims, injuries, damages, losses or suits, including all legal costs and attorney fees, arising out of or in connection with the performance of this contract, except for injuries and damages caused by the sole negligence of the City. The City's inspection or acceptance of any of Contractor's work when completed shall not be grounds to avoid any of these covenants of indemnification. Should a court of competentjurisdiction determine that this contract is subject to RCW 4.24.115, 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 the City, its officers, officials, employees, agents and volunteers, the Contractor's liability hereunder shall be only to the extent of the Contractor's negligence. IT IS FURTHER SPECIFICALLY AND EXPRESSLY UNDERSTOOD THAT THE INDEMNIFICATION PROVIDED HEREIN CONSTITUTES THE CONTRACTOR'S WAIVER OF IMMUNITY UNDER INDUSTRIAL INSURANCE, TITLE 51 RCW, SOLELY FOR THE PURPOSES OF THIS INDEMNIFICATION. THE PARTIES FURTHER ACKNOWLEDGE THAT THEY HAVE MUTUALLY NEGOTIATED THIS WAIVER. The provisions of this section shall survive the expiration or termination of this contract. 6, Contractor agrees, upon the City's written demand, to make all books and records available to the City for inspection, review, photocopying, and audit in the event of a contract related dispute, claim, modification, or other contract related action at reasonable times (not to exceed three (3) business days) and at places designated by the City. 7. The Contractor shall procure and maintain, during the term of construction and throughout the specified term of maintenance, insurance of the types and in the amounts described in Exhibit A attached and incorporated by this reference. 8, Contractor is responsible for locating any underground utilities affected by the work and is deemed to be an excavator for purposes of RCW Ch. 19.122, as amended. Contractor shall be responsible for compliance with RCW Ch. 19.122, including utilization of the "one call" locator service before commencing any excavation activities. 9. Contractor shall fully cover any and all loads of loose construction materials, including but not limited to sand, dirt, gravel, asphalt, excavated materials, construction debris, etc, to protect said materials from air exposure and to minimize emission of airborne particles to the ambient air environment within the City. LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE CITY OF KENT BY: DANA RALPH, MAYOR DATE: ATTEST: KIMBERLEY A. KOMOTO, CITY CLERK APPROVED AS TO FORM: KENT LAW DEPARTMENT CONTRACTOR BY: PRINT NAME: TITLE: DATE: i ;d LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE EXHIBIT A INSURANCE REQUIREMENTS FOR CONSTRUCTION PROJECTS Insurance The Contractor shall procure and maintain for the duration of the Agreement, insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, their agents, representatives, employees or subcontractors. A. Minimum Scope of Insurance Contractor shall obtain insurance of the types described below: 1 . Automobile Liability insurance covering all owned, non-owned, hired and leased vehicles. Coverage shall be written on Insurance Services Office (ISO) form CA 00 01 or a substitute form providing equivalent liability coverage. If necessary, the policy shall be endorsed to provide contractual liability coverage. Commercial General_Li,ability insurance shall be written on ISO occurrence form CG 00 01 and shall cover liability arising from premises, operations, independent contractors, products-completed operations, personal injury and advertising injury, and liability assumed under an insured contract. The Commercial General Liability insurance shall be endorsed to provide the Aggregate Per Project Endorsement ISO form CG 25 03 11 85. There shall be no endorsement or modification of the Commercial General Liability insurance for liability arising from explosion, collapse or underground property damage. The City shall be named as an insured under the Contractor's Commercial General Liability insurance policy with respect to the work performed for the City using ISO additional insured endorsement CG 20 10 11 85 or a substitute endorsement providing equivalent coverage. 2. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. 3. . ubcBuildersmmR.isk insurance covering interests of the City, the Contractor, Sontractors, and Sub-subcontractors in the work. Builders Risk insurance shall be on a all-risk policy form and shall insure against the perils of fire and extended coverage and physical loss or damage including flood and earthquake, theft, vandalism, malicious mischief, collapse, temporary buildings and debris removal. This Builders Risk insurance covering the work will have a maximum deductible of $5,000 for each occurrence, which will be the responsibility of the Contractor. Higher deductibles for flood and earthquake perils may be accepted by the City upon written request by the Contractor and written acceptance by the City. Any increased deductibles accepted by the City will remain the responsibility of the Contractor. Builders Risk insurance shall be maintained until final acceptance of the work by the City. EXH 113 1 T A (Continued) B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1 . Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1 ,000,000 per accident. 2. Commercial General Liability insurance shall be written with limits no less than $1 ,000,000 each occurrence, $2,000,000 general aggregate and $2,000,000 products- completed operations aggregate limit. 3. Builders Risk insurance shall be written in the amount of the completed value of the project with no coinsurance provisions. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability, Commercial General Liability and Builders Risk insurance: 1 . The Contractor's insurance coverage shall be primary insurance as respect the City. Any insurance, self-insurance, or insurance pool coverage maintained by the City shall be excess of the Contractor's insurance and shall not contribute with it. 2. The Contractor's insurance shall be endorsed to state that coverage shall not be cancelled by either party, except after thirty (30) days prior written notice by certified mail, return receipt requested, has been given to the City. D. Contractor's Insurance For Other Losses i The Contractor shall assume full responsibility for all loss or damage from any cause whatsoever to any tools, Contractor's employee owned tools, machinery, equipment, or motor vehicles owned or rented by the Contractor, or the Contractor's agents, suppliers or contractors as well as to any temporary structures, scaffolding and protective fences. E. Waiver of Subrogation The Contractor and the City waive all rights against each other any of their Subcontractors, Sub-subcontractors, agents and employees, each of the other, for damages caused by fire or other perils to the extend covered by Builders Risk insurance or other property insurance obtained pursuant to the a Insurance Requirements Section of this Contract or other property insurance applicable to the work. The policies shall provide such waivers by endorsement or otherwise. i EXHIBIT A (Continued) F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than A:VI I. G. Verification of Coverage Contractor shall furnish the City with original certificates and a copy of the amendatory endorsements, including but not necessarily limited to the additional insured endorsement, evidencing the Automobile Liability and Commercial General Liability insurance of the Contractor before commencement of the work. Before any exposure to loss may occur, the Contractor shall file with the City a copy of the Builders Risk insurance policy that includes all applicable conditions, exclusions, definitions, terms and endorsements related to this project. H. Subcontractors Contractor shall include all subcontractors as insureds under its policies or shall furnish separate certificates and endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the same insurance requirements as stated herein for the Contractor. NOTE: By submitting a bid, the bidder agrees to be bound by the terms of this change order form for any change orders. CHANGE GIRDER NO. NAME OF CONTRACTOR: ("Contractor") CONTRACT NAME & PROJECT NUMBER: ,I ORIGINAL CONTRACT DATE: This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: [Insert detailed description of additional materials, services, etc., that are needed which necessitate this change order - Be as detailed as possible. You may also refer to an attached exhibit, but clearly identify the exhibit by title and date] 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section 111, "Compensation," are hereby modified as follows: �._ ................__ Original Contract Sum, $ (including applicable alternates and WSST) .....m. ._..._....... -......------ .......................... Net Change by Previous Change Orders $ (incl. applicable WSST) Current Contract Amount $ (incl. Previous Change Orders) ________- ..-....... _ ,I Current Change Order $ Applicable WSST Tax on this Change $ .,..,--------- .------ Order _...._,._......... — ........-- _ Revised Contract Sum $ J e LAKE MERIDIAN PARK BATHHOUSE REPAIR j BIDDER'S PACKAGE h Original Time for Completion (insert date) _ .. -.._, _-...-_.......__._._ — Revised Tlme._ _.._for C---o ompletion under prior Change Orders (insert date) Days Required (±) for this Change calendar days Order Revised Time for Completion (insert date) In accordance with Sections 1 -04.4 and 1 -04.5 of the Kent Standard Specifications, and Section VI of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. _... ... ..... . CONTRACTOR: CITY OF K...ENT ByBy: -......_......___........................_ (signature) (signature) Print Name: Print Name: Itc Its (title) (title) DATE:...-- DATE:, LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department ............... ........-—--------------------------- LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE PAYMENT AND PERFORMANCE BOND TO CITY OF KENT KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, as Principal, and a Corporation organized and existing under the laws of the State of Washington, 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 KENT in the penal sum of $ , together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which sum on demand we bind ourselves and our successors, heirs, administrators or personal representatives, as the case may be. This obligation is entered into in pursuance of the statutes of the State of Washington, and the Codes and Ordinances of the CITY OF KENT. Nevertheless, the conditions of the above obligation are such that: WHEREAS, under and pursuant to a motion, duly made, seconded and passed by the City Council of the City of Kent, King County, Washington, the Mayor of the City of Kent has let or is about to let to the above bounden Principal, a certain contract, the said contract providing for construction of Lake Meridian Park Bathhouse Repair (which contract is referred to herein and is made a part hereof as though attached hereto), and WHEREAS, 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, for non-FHWA projects only, if the Principal shall faithfully perform all the provisions of said contract in the manner and within the time herein set forth, or within such extensions of time as may be granted under the said contract, and shall pay all laborers, mechanics, subcontractors and material men, and all persons who shall supply the Principal or subcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from any damage or expense by reason of failure of performance as specified in said contract or from defects appearing or developing in the material or workmanship provided or performed under said contract, then and in that event this obligation shall be void; but otherwise it shall be and remain in full force and effect. IN WITNESS WHEREOF, the above bounden parties have executed this instrument under . their separate seals. The name and corporate seal (if required by law) of each corporate party is hereto affixed and duly signed by its undersigned representatives pursuant to authority of its governing body. LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE TWO WITNESSES: PRINCIPAL (enter Principal's name above) BY: TITLE: PRINT NAME DATE; DATE: 1 PRINT NAME DATE: SURETY: CORPORATE SEAL: BY: DATE: TITLE: ADDRESS: CERTIFICATE AS TO CORPORATE SEAL I hereby certify that I am the (Assistant) Secretary of the Corporation named as Principal in the within Bond; that Who signed the said bond on behalf of the Principal Of the said Corporation; that I know his signature thereto is genuine, and that said Bond was duly signed, sealed, and attested for and in behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANT SECRETARY ) 1 LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE C I TY OF KENT EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE STATEMENT This form shall be filled out AFTER COMPLETION of this project by the Contractor awarded the contract. I, the undersigned, a duly represented agent of Company, hereby acknowledge and declare that the before-mentioned company was the prime contract for the contract known as Lake Meridian Park Bathhouse Repair that was entered into on the day of .—.-- 20 , between the firm I represent and the City of Kent. I declare that I complied fully with all of the requirements and obligations as outlined in the City of Kent Administrative Policy 1 .2 and the Declaration City of Kent Equal Employment Opportunity Policy that was part of the before-mentioned contract. By: For: Title: Date: LAKE MERIDIAN PARK BATHHOUSE REPAIR BIDDER'S PACKAGE LAKE MERIDIAN BATHHOUSE DOCUMENT 006313 KENT, WASHINGTON REQUEST FOR INTERPRETATION FORM RF1 NO. Date: From: MILLER HAYASHI ARCHITECTS Spec Section/ para: Drawing /Detail: Request: Signed: Response: i ❑ Attachments: t Response From: To: _ Rec'd: Replied: Signed: I Copies: ❑ Owner ❑ Consultants ❑ _ _ ❑ �:r ,I. BID DOCUMENTS 006313-1 12/11/18 LAKE MERIDIAN BATHHOUSE DOCUMENT 006325 KENT, WASHINGTON SUBSTITUTION REQUEST FORM TO: MILLER HAYASHI ARCHITECTS DATE: ATTN: We hereby submit the following for your consideration in lieu of the specified item(s)for the above project: Specification Section Paragraph Referenced Drawing(s) -- ..... Specified Item Proposed Substitution. Reason for Substitution: COMPLETE THE FOLLOWING (Use back or additional sheets if necessary). 1. Does the substitution affect dimensions shown on Drawings? Yes . No If yes, indicate changes: 2. What effect does the substitution have on other trades? 3. What effect do applicable code requirements have on substitution? 4. Describe the differences between the proposed substitution and the specified item(s): 5, How do manufacturer guarantees compare between proposed and specified items? ❑ Same ❑ Different (Explain on back.) Attachments: What is projected lump sum installed cost difference between proposed substitution and least expensive specified item? $........-_.�.. [O; (decrease); increase ] The undersigned hereby Certifies that the proposed substitute item has been fully investigated and has been determined to be equal or superior to that specified in all respects; that the same or greater warranty will be furnished, that required maintenance service and source for replacement parts are available, and that incorporation of the proposed substitute item will not affect functional clearances. Warrants that coordination, installation, and changes to the project as necessary to accommodate the proposed substitution shall be the Contractor's responsibility, that use of the substitute item(s) will not delay project completion, and that claims for additional costs related to its incorporation which may become subsequently apparent will be borne by the Contractor. Approved For Architect Review. �ature Title Signature shall be by a person having authority to legally bind the Contractor to the above terms. „.. ........... .....,......, ......... substitution Recommended QSubstitution Recommended ❑ Substitution Not OSubstitution Returned — Subject to Owner's Consent As Noted Recommended Insufficient Information Subject to Owner's Consent Date; By: MILLER HAYASHI Signature Title Owner's Consent Yes ON Date: By: ._,......,.,.,..... --_ OWNER Signature TI4e END OF SUBSTITUTION REQUEST FORM BID DOCUMENTS 006325-1 12/11118 J BIDDER'S CHECKLIST Pro, LAKE MERIDIAN PARK BATHHOUSE REPAIR _. The bidder's attention is especially called to the following City of Kent forms that must be executed in full as required: Failure to comply in full shall result in resection of bid. ❑ CONTRACTOR'S COMPLIANCE STATEMENT: To be completed and signed by the bidder. ❑ BID PROPOSAL: The unit prices and alternate bid(s) and lump sum base bid must be shown in the space provided. Show prices in both words and figures. ❑ _ PROPOSAL SIGNATURE FORM: To be completed and signed by the bidder. ❑ REQUEST FOR REFERENCES: To be completed by the bidder. ❑ BIDDER RESPONSIBILITY CRITERIA: To be completed and signed by the bidder. ❑ CONTRACTOR'S QUALIFICATION STATEMENT: To be completed and signed by the bidder, and sworn before a notary public. ❑ SUBCONTRACTOR LIST(S): Indicate all subcontractors (and yourself, if applicable) that will perform work amounting to more than ten percent of the total contract price. This/These form(s) must be completed, signed and submitted with the bid. ❑ BID BOND: Form is to be executed by the bidder and the surety company unless bid is accompanied by a certified check. The amount of this bond must equal 5% of the total amount bid and shall be shown in both words and figures. ' ❑ COMBINED AFFIDAVIT AND CERTIFICATION FORM: To be completed and signed by the bidder, and sworn before a Notary Public. ❑ E.E.O.POLICY DECLARATION: To be completed and signed by the bidder. ❑ DISADVANTAGED MINORITY or WOMEN'S BUSINESS ENTERPRISE CERTIFICATION; If applicable to bidder. The followingforms are to be executedd of r the Agreement is awarded: ❑ PUBLIC WORKS AGREEMENT: Executed by the successful bidder. City will initiate action. ❑ INSURANCE REQUIREMENTS: Successful bidder must provide proof of minimum required coverage with contract ❑ PERFORMANCE BOND/CERTIFICATE AS TO CORPORATE SEAL: To be executed by the successful Bidder and his surety company. ❑ CHANGE ORDER FORM: For use during project if needed ❑ REQUEST FOR INTERPRETATION (RFI) FORM: To be submitted to consultant/architect as needed. ❑ SUBSTITUTION REQUEST FORM: To be submitted to consultant/architect as needed. The follpWing form i to be executevIl and retumned after completion of thp Proiect: ❑ EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE: To be executed and returned to Owner after completion and prior to acceptance by Owner. Retainage will not be released by Owner until receipt of this Affidavit. Page 1 of 17 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage The PREVAILING WAGES listed here include both the hourly wage rate and the hourly rate of fringe benefits. On public works projects, worker's wage and benefit rates must add to not less than this total. A brief description of overtime calculation requirements are provided on the Benefit Code Key. Journey Level Prevailing Wage Rates for the Effective Date: 12/12/2018 �—OL ty, Trade Joi lassifieat#on )Nogg Holiday lOvertimel Note King Asbestos Abatement Workers Journey Level $46.57 5D 1 H King Boilermakers Journey Level $66.54 5N 1C King Brick_ Mason Journey Level $57.32 5A 1M King Brick Mason Pointer-Caulker-Cleaner $57.32 5A 1M King Buildilp Service Froi ge,% Janitor $24.63 5S 2F King Bukldknaz Service Ern toy Traveling Waxer/Shampooer $25.08 5S 2F King BuRdinq Servit:e E mplo Window Cleaner (Non-Scaffold) $28.13 5S 2F King Bufldine Servie EnX)t_oyees Window Cleaner (Scaffold) $29.03 5S 2F King Cabinet Makers 1n S17p Journey Level $22.74 1 King Carpenters Acoustical Worker $60.04 5D 4C King Carpenters Bridge, Dock And Wharf $60.04 5D 4C Carpenters King Carpenters Carpenter $60.04 5D 4C King Carpenters Carpenters on Stationary Tools $60.17 5D 4C King Carpenters Creosoted Material $60.14 5D 4C King Carpenters Floor Finisher $60.04 5D 4C King Carpenters Floor Layer $60.04 5D 4C King Carper7ters Scaffold Erector $60.04 5D I 4C King Dement Masons Journey Level $60.071 7A I 4U King pavers ft Tenders Bet[/Vehicle or Submersible $113.60 5D 4C Operator (Not Under Pressure) King Divers Et Tenders Dive Supervisor/Master $76.33 5D 4C King Diversft Tenders Diver $113.60 SD 4C f5V King, Divers & Tenders Diver On Standby $71.33 5D 4C King Divers Et Tenders Diver Tender $64.71 5D 4C King Davers Et Tenders Manifold Operator $64.71 5D 4C King Divers Et Tenders Manifold Operator Mixed Gas $69.71 5D 4C King Divers Et Tenders Remote Operated Vehicle $64.71 5D 4C Operator/Technician King Divers Et Tenders Remote Operated Vehicle $60.29 5A 4C Tender — King Dred a Workers Assistant Engineer $56.44' 5D 3F King Dredge Workers Assistant Mate (Deckhand) $56.00 5D 3F ;k 12/11/2018 Page 2 of 17 King prefteljNorkeL, Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder �57._51 1' 5D 3F King Leverman, Hydraulic $58.677.._ 5D . 3F King Dredge Workers Mates $56.44 5D 3F King iii-ed.9n Oiler $56.00 1 5D 3F King-.--Drvwall Applicator Journey Level $58.48 L_LD I H King g[vvLajl - 12Rf[s Journey Level $59,32 5P 1 E King Electrical Fixture Maintenance Journey Level $28.99 5L 1E Workers King Electricians . Inside Cable Splicer $77.51 7C 4E King Electricians - Inside Cable Splicer (tunnel) $82.84 7C 4E King Electricians - Inside Certified Welder $74.90 7C 4E King Electricians- Insidt! Certified Welder (tunnel) $80.37 7C 4E King Electricians - Inside Construction Stock Person $39.69 7C 4E King Electricians - Inside Journey Level $72.30 X 4E King Electricians - Inside Journey Level (tunnel) $77.51 ZC 4E King Electricians - Motor. Shoff Journey Level $45.08 5A 1 B King Electricians - Powerline Cable Splicer $79.43 5A 4D Construction King Electricians - Powerline Certified Line Welder $69.75 5A 4D Construction King Electricians- ,Powerline Groundiperson $46.28 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $69.75 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $69.75 5A AD Construction King Electricians,- Powerline Lire Equipment Operator $59.01 5A E 4D Con struction King Electricians - Powerline Meter Installer $46.28 5A 4D 8w Construction King Electricians - Powerline Pole Sprayer $69.75 5A 4D Construction King Electricians-- Powerline-- '- ' Powderperson $52.20 5A 4D - _Construction .............. L� King Electronic Technicians Journey Level $48.06, 7E 1E King Elevator Constructors Mechanic $91.24 7D 4A King Elevator Constructors Mechanic In Charge $98.51 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $17.72 5B 111 Products Work Only King Fence Erectors Fence Erector $41.45 7A 31 King Fence Erectors Fence Laborer $41.45 7A 31 King !4a ggs Journey Level $41.451 7A 31 gig = _ _ - -�63.06T King Glaziers Journey Level __ EL ly King Heat (t Frost Insulators And Journeyman $73.58 5J 4H Asbestos Workers King Heating [% ent Medianics Journey Level $82.51 7F I 1E lip1 ji King Hod Carriers Ft Mason Tenders Journey Level $50.42 7A 12/11/2018 Page 3 of 17 King IndustridI Power Vacuum Journey Level Cleaner King hrllandnBo mer Boat Operator $61.41 5B 1K King Inland Boatmen Cook $56.48 5B 1K King inland Boatmen Deckhand $57.48 5B 1K King Inland-Boat Deckhand Engineer $58.81 5B 1K King inland„Boatmen Launch Operator $58.89 5B 1K King Inland Boatmen Mate $57.31 5B 1K r King 6nsoectl'oarlCleanin /5eakintl C ( Cleaner Operator, Foamer $31.49 1 Sewer Ft VJater Systerr_v_s B Operator Remote Control King Yrlr er:t9gn/Cleanig aiin f Grout Truck Operator $11 .50 1 iSewer ft. Water Syggjms B - fiemote Control King Irrs ectior7/Cleaninp,/Sea1Br�'3i Head Operator $24.91 1 Sewer ft Water SysCems B� - Remote Control King n eci;onJClearir lSeOTechnician $19.33 1 Sewer f watar S ater'rrs B - Remote Control King insuectionlCleanii lSealin ff Tv Truck Operator $20.45 1 Sewer Et Water gy njti By Remote Control King insulatinrl Ap kicra .at'or's Journey Level $60.04 5D 4C King Ironworkers Journeyman $69.28 7N 10 King Laborers Air, Gas Or Electric Vibrating $48.90 7A 31 Screed King laborers Airtrac Drill Operator $50.42 7A 31 King Laborers Ballast Regular Machine $48.90 7A 31 King Laborers Batch Weighman $41.45 7A 31 King Laborers Brick Pavers $48.90 7A 31 King Laborers Brush Cutter $48.90 7A 31 King Laborers Brush Hog Feeder $48.90 7A 31 King Laborers Burner $48.90 7A 31 King Laborers Caisson Worker $50.42 7A 31 King Laborers Carpenter Tender $48.90 7A 31 King Laborers Caulker $48.90 7A 31 King Laborers Cement Dumper-paving $49.81 7A 31 -_ _King Laborers Cement Finisher Tender $48.90 7A 31 King Laborers Change House Or Dry Shack $48.90 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $48.90 7A 31 King Laborers Chipping Gun(30 Lbs. And Over) $49.81 7A 31 King Laborers Choker Setter $48.90 7A 31 King Laborers Chuck Tender $48.90 7A 31 King Laborers Clary Power Spreader $49.81 7A 31 King Laborers Clean-up Laborer $48.90 7A 31 King Laborers Concrete Dumper/chute $49.81 7A 31 Operator 12/11/2018 Page 4 of 17 King Laborers Concrete Form Stripper $48,90 7A 31 King Laborers Concrete Placement Crew $49.81 7A 31 King Laborers Concrete Saw Operator/core $49.81 7A 31 Driller King Laborers Crusher Feeder $41.45 7A 31 King Laborers Curing Laborer $48.90i 7A 31 King Laborers Demolition: Wrecking Fz Moving $48.90 7A 31 (incl. Charred Material) King Laborers Ditch Digger $48.90 7A 31 King Laborers Diver $50.42 7A '' 31 - ---- -- - .. -, .-------_------ ---- , King Laborers Drill Operator $49.81 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $48.90 7A 31 q - 7A 31 Kin Laborers Dump Person_ $48.90 King _ Laborers ___........m.._...._...................._ ..- Epoxy Technician $48.90 77A 31 _ King Laborers Erosion Control Worker $48.90 7A 31 _-.............. -.__...� King Laborers Faller ft Bucker Chain Saw $49.81 7A 31 King Laborers Fine Graders $48.90 7A 31 King Laborers Firewatch $41.45 7A 31 King Laborers Form Setter $48.90 7A 31 King Laborers Gabian Basket Builders $48.90 7A 31 King Laborers General Laborer $48.90 7A 31 King Laborers Grade Checker 8 Transit $50.42 7A 31 Person King Laborers Grinders $48.90, 7A 31 King Laborers Grout Machine Tender $48.90 7A 31 King Laborers Groutmen (pressure)including $49.81 7A 31 Post Tension Beams King ^.cr, C-u ,d ;: Erecta $48.90 7A I , King Laborers Hazardous Waste Worker (level $50.42 7A 31 A) _ King Laborers Hazardous Waste Worker (level $49.81 7A 31 B) King Laborers Hazardous Waste Worker (level $48.90 7A 31 C) King Laborers High Scaler $50.42 7A 31 King Laborers Jackhammer $49.81 7A 31 King Laborers Laserbeam Operator $49.81 7A 31 King Laborers Maintenance Person $48,90' 7A 31 King Laborers Manhole Builder-mudman $49.81 7A 31 King Laborers Material Yard Person $48.90 7A 31 King Laborers Motorman-dinky Locomotive $49.81 7A 31 King Laborers Nozzleman (concrete Pump, $49.81 7A 31 Green Cutter When Using Combination Of High Pressure Air i2 Water On Concrete 8 Rock, Sandblast, Gunite, Shotcrete, Water Bla 12/11/2018 Page 5 of 17 King Laborers Pavement Breaker $49,81 7A 31 King Laj rs Not Car $41.45' 7A 31 King Lars Pipe Layer Lead $50.42 7A 31 ' King Lars Pipe Layer/tailor $49.81 7A 31 King Lars Pipe Pot Tender $49.81 7A 31 King Lars Pipe Reliner $49.81 7A 31 Kin .. - _ g Laborers Pipe Wrapper $49.81 7A 31 King Laborers Pot Tender $48,90 7A 31 King, Laborers Powderman $50.42 7A 31 King Laborers Powderman's Helper $48.90 7A 31 King Laborers Power Jacks $49.81 7A 31 - King Laborers Railroad Spike Puller - Power $49.81 7A 31 King Laborers Raker - Asphalt $50.42 7A 31 King Laborers Re-timberman $50.42 7A 31 King Laborers Remote Equipment Operator $49.81 7A 31 King. Laborers Rigger/signal Person $49.81 7A 31 King Laborers Rip Rap Person $48.90 7A 31 King Laborers Rivet Buster $49.81 7A 31 King Laborers Rodder $49.81 7A 31 ct King Laborers Scaffold Ere _' _or $48.90 7A 31 King Laborers Scale Person $48.90 7A 31 King Laborers Sloper (over 20") $49.81 7A 31 King Laborers Sloper Sprayer $48.90 7A 31 King Laborers Spreader (concrete) $49.81 7A 31 King Laborers Stake Hopper $48.90 7A 31 King Laborers Stock Piler $48.90 7A 31 King Laborers Tamper E& Similar Electric, Air $49.81 7A 31 ft Gas Operated Tools King Laborers Tamper (multiple f3 Self- $49.81 7A 31 propelled) King Laborers Timber Person - Sewer (tagger, $49.81 7A 31 Sharer 8 Cribber) King Laborers Toolroom Person (at Jobsite) $48.90 7A 31 King, Laborers To 7A -® _ pper $48.90 7A 31 31 King Laborers Track Laborer $48.90 7A 31 King Laborers Track Liner (power) $49.81 7A 31 King Laborers Traffic Control Laborer $44.33 7A 31 8R King Laborers Traffic Control Supervisor $44,33 7A 31 8R King Laborers Truck Spotter $48.90 7A 31 King, Laborers Tugger Operator $49.81 7A 31 King Laborers Tunnel Work-Compressed Air $107.60 7A 31 SS Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $112.63 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $116.31 7A 31 8�C Worker 44.01-54.00 psi King jLaborers $122.01 7A 31 8Qmm 12/I 1/2018 Page 6 of 17 I Tunnel Work-Compressed Air Worker 54.01-60.000psi King Laborers Tunnel Work-Compressed Air $174.13 7A 31 8C Worker 60.01-64.00 psi _..........m _ _ _,.,_....._.._.. . --- King Laborers Tunnel Work-Compressed Air $129.23 7A 31 8C Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $131.13 7A 31 8C Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $133.13[7A 31Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $135.13 31Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $50.52 311Tender King Laborers Tunnel Work-Miner $50.52 31 8D King Laborers Vibrator $49.81 7A 31 King Laborers Vinyl Seamer $48,90 7A 31 King Laborers Watchman $37.67 7A 31 King Laborers Welder $49.81 7A 31 King Laborers Well Point. Laborer $49.81 7A 31 King Laborers Window Washer/cleaner $37,67 7A 31 _ . King Labnrers Ur7derround Sewer General Laborer Et $48.90 7A 31 Ft Water King Laborraz,,,,,_9Jnclnr rcru.ncl5e weiry Pipe Layer $49.81 7A 31 £t Water King Landscape COn5trUC,tiOn Landscape Laborer $37.67 7A 31 King Landscape Construction Landscape Operator $59.49 7A 3C 8P King Lathers Journey Level $58.48 5D 1H King Marble Setters Journey Level $57.32 5A 1M U'i AN 1" R S 'y F'ttnr f t RL 1 f t 11 d�"ili 41^�,-,,,L_7f.,.0 Y •w - King Mc Cat t=cal)n- ttautt_.(,9,rLShtr�( Laborer $11.50 1 King Metal Fabrication (Ln aLLopI Machine Operator $13.04 1 King tLq!al Frbricatiun (I11 51'l9n) Painter $11.50 1 King, Metat Fa(2ricatron,Jln 511trp( Welder $15.48' 1 King Mitlwriril'rC - Journey Level $61.54 5D 4C King Mi dinar I��rllcll t s Cabinet Assembly $11.56 1 King Modulai BwLgyags Electrician $11.56 1 King Modular E9iritdulgs Equipment Maintenance $11.56 1 - King ModularBurlrInss Plumber $11.56 1 King Modular Buildil)gs _ Production Worker $11.50 1 King r Modula Buildings Tool Maintenance $11.56 1 _.... __ B _�_.._ King Modular Buildings Utility Person $11.56 1 .......... -. _ King Maclarlar Buitclin Welder $11.56 1 King Painter's _ Journey Level $42.50 6Z 2B King Pile Driver Crew Tender $54.99 5D 4C King Pile Driver _ Hyperbaric Worker - $74.87 5D 4C Compressed Air Worker 0-30.00 PSI 12/1 L/2019 Page 7 of 17 King Pile Dt iv& Hyperbaric Worker - $79.87 5D 4C Compressed Air Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - $83.87 5D 4C Compressed Air Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - $88.87 5D 4C Compressed Air Worker 54.01 - 60.00 PSI 5D 4C King Pile Driver Hyperbaric Worker - $91.37 Compressed Air Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker - $96.37 SD 4C Compressed Air Worker 64.01 68.00 PSI King Pile Driver Hyperbaric Worker $98.37 5D 4C Compressed Air Worker 68.01 - - _ 70.00 PSI King Pile Driver Hyperbaric Worker - $100.37 5D E4C Compressed Air Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - $102.37 5D Compressed Air Worker 72.01 - 74.00 PSI King Pile Driver- Journey Level $60,29 SD King Plasterers Journey Level $56.541 TQ 1R King Playground & Park EcruiamMk Journey Level $11.50 1 Installers King Plumbers. It Pi esfiittters Journey Level $83.69 6Z 1G King Power Ecl ai�ient Operators Asphalt Plant Operators $60.49, 7A 3C 8P King. Power IEauipr en�s iAssistant Engineer $56.90 7A 3C 8P King Povrwer• f_guiprnent_p2eratnrrss Barrier Machine (zipper) $59.96 7A 3C 8P King PQwer E uipment Oper°ators Batch Plant Operator, Concrete $59.96 7A 3C 8P King Power Equipment Onerators Bobcat $56.90 7A 3C 8P King Power E uiLmenti Operator Brokk - Remote Demolition $56.90 7A 3C 8P Equipment King Power fltdilyPrlent Olacr'atvrs Brooms $56.90 7A 3C 8P King Power Equi Mint Operators Bump Cutter $59.96 7A 3C BP King Power I:clinmerot OLeu alal s Cableways $60.49 7A 3C 8P King Power Enuiprpent Q2craitors Chipper $59.96, 7A 3C SP ,King Power E ui mentger�tors Compressor $56.90 7A 3C 8P King Povrcr fccjgjpLnenLQpfrmt sr Concrete Pump: Truck Mount $60.49 7A 3C 8P With Boom Attachment Over 42 M King poweLEaui m,ent Operators Concrete Finish Machine -laser $56,90 7A 3C 8P Screed King Power EgGroment Operators lConcrete Pump - Mounted Or $59.49 7A 3C 8P Trailer High Pressure Line Pump, Pump High Pressure. King power Ecrlripn�ent fJlarsr�tasr_s $59.96 7A 3C SP 1, 12/11/2018 Page 8 of 17 Concrete Pump: Truck Mount With Boom Attachment Up To 42m lLjllqrl� OL)gL,'qoi s Conveyors 3C 8P King aomw_e LF-U_U i 59­4_9 _7A King Puwcr Lquapra ent,UcrConsp Cranes Friction: 200 tons and $62.33 7A 3C 8P over Wing f!gwe[, uti rs Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Tons With Attachments King k arwa r kwrlunpnne,l.wt C1 eriiWrs Cranes: 100 Tons Through 199 __$61 10 LA 3C 8P Tons, Or 150' Of Boom (Including Jib With Attachments) King Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P 250' of boom including jib with attachments King qgi men!.Op�Ip)toL� Cranes: 300 tons and over or $62.33F7A 3C 8P 300' of boom including jib with attachments King LQW-L-CE�Lqi P n Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150' Of Boom (including Jib With Attachments) King EcL)6LeL Equipment 0 1 qL r s Cranes: A-frame - 10 Tons And $56.90 7A 3C SIP Under King Pnwer 'fgqipRttq t�� Opel ators Cranes: Friction cranes through $61.72 7A 3C 8P 199 tons King Cranes: Through 19 Tons With $59.49 7A X BP Attachments A-f rame Over 10 Tons Ki g Power Crusher $59.96 7A 3C 8P King Power �q l!1 P i e I I t Le Lkk q_s Deck Engineer/deck Winches $59.96 7A 3C 8P (power) .-.. King Power Equjally�llt,pLqrators Derricks, On Building Work $60.49 7A 3C 8p King pqwerj-SL an rent Opggors Dozers D-9 Et Under $59.49 7A X 8P King 0 LrLrs Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Or Crane Mount ---- ------ King Power Equipment Operators Drilling Machine $61.10 7A 3C BID King Ptrwrr&guiLinitq�o atqLs Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King Power„fqui n r Olperators Finishing Machine, Bidwell And $59.96 7A X 8P Gamaco Et Similar Equipment King FqAgLLqLi iMgLQpvi aLoLrs Forklift: 3000 Lbs And Over $59.49 7A 3C 8P With Attachments King LawL (3pgjLa tq�s Forklifts: Under 3000 Lbs. With $56,90 7A X 8P Attachments King Power fcluilvn!L 1_1 r. Grade Engineer: Using Blue $59.96 7A 3C 8P 012�ea'un Prints, Cut Sheets, Etc King Power_L%rpm L-11L_91)Lc4Ltq Gradechecker/stakeman $56.90 7A X 8P King Power Guardrail Punch 1 $59-961 7A 3C SP King pQVt[_E5IuJ) tnt i,�_ SP nnl� --OL 12/11/2018 Page 9 of 17 Hard Tail End Dump Articulating Off- Road Equipment,45 Yards. B: Over King P(�wer Fgui)ql7�rrt QpSeLators Hard Tail End Dump $59.96 7A 3C 8P Articulating Off-road Equipment Under 45 Yards King PowerE uisng_tgiitQperators Horizontal/directional Drill $59,49 7A 3C 8P Locator King Power F'(ugir)ntent Oyr rotors Horizontal/directional Drill $59.96 7A 3C BP Operator King Power_Ecyrril>rrrent 07et .rotors Hydralifts/boom Trucks Over $59.49 7A 3C 8P 10 Tons King P¢awer-E ur meat Operators Hydralifts/boom Trucks, 10 $56.90 7A 3C BP Tons And Under — King Power Egurpmept_Qperatars Loader, Overhead 8 Yards- Et $61.10 7A 3C 8P Over King Power EcturLarnc+opt plaerattyrs Loader, Overhead, 6 Yards. But $60.49 7A 3C SP Not Including 8 Yards King P(>wer 9gU_lnl Oa>crartgrs Loaders, Overhead Under 6 $59.96 7A 3C 8P Yards — King Paw s,Ec ipm crt51ixratts_s Loaders, Plant Feed $59.96 7 3C BP King Power Fqui(anlent Operator's Loaders: Elevating Type Belt $59.49 T7A3C 8P Kin. PowerE ui>nrent�07cr°attrrs Locomotives, All — g ..wJ 1 w $59.96BP King PPowerG utl ment O erators Material Transfer Device $59.968P 8PKing power F(�ument.Qt}erptars Mechanics, All (leadmen - $61.108P $0.50 Per Hour Over Mechanic) King Power Eguiprge rt 0perators�Motor Patrol Graders $60,49 7A 3C 8P King Power Equipment Operators Mucking Machine, Mole, Tunnel $60.49 7A 3C 8P Drill, Boring, Road Header — And/or Shield King lsawer ) rU7nitnt Q17ekztor4 Oil Distributors, Blower $56.90 7A 3C 8P Distribution 8: Mulch Seeding — Operator King Power Etrui meat gLgiLeaLoors Outside Hoists (elevators And $59.49 7A 3C 813 Manlifts), Air Tuggers,strato King Power Equipment 01)er hors Overhead, Bridge Type Crane: $59.96 7A 3C 813 20 Tons Through 44 Tons King Potwar E(lui rnent 0 er°akors Overhead, Bridge Type: 100 $61,10 7A 3C 8P Tons And Over King Power E(tuipme mutate Overhead, Bridge Type: 45 $60.49 7A 3C 8P Tons Through 99 Tons King Power E uipment Operators Pavement Breaker $56.90 7A 3C SP King LOW E uipota-fit Operators Pile Driver (other Than Crane $59.96 7A 3C 8P Mount) King Power Equipment 037rakors Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P King Power° tluit>ment Q{2erakars Posthole Digger, Mechanical $56.90 7A 3C 8P King Power E ui monk U aerg gM Power Plant $56.90 7A 3C 8_P King Power Egui>ment Operators Pumps - Water 556.96 7A 3C 8P— King Power Eauiprllent Operators Quad 9, Hd 41, D10 And Over $60.49, 7A 3C 8P King PgW_ftr' E(Nuf- >rTint 0 er'akgrs $56.90 7A 3C 8P 12/1 1/2018 Page 10 of 17 Quick Tower - No Cab, Under 100 Feet In Height Based To Boom King F'owr.r ,q it n)k rtt Or)e rator's Remote Control Operator On $60.49 7A 3C 8P Rubber Tired Earth Moving Equipment King Power Equipment Operators Rigger And Bellman $56.901 7A 3C SP King Power_Ergurpma�ue.Oporatprs Rigger/Signal Person, Bellman $59.49 7A 3C 8P �' (Certified) King Rower Equipment Crperators Rollagon $60.491 7A 3C 88P King Power FCruipmen Operators Roller, Other Than Plant Mix $56.90 7A 3C 8P King Pawclr_Eytlrprr)e 5l Orkprs Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Materials King Power Equipment Operators Rota-mill, Roto-grinder $59.96 7A 3C SP King Power Eq_uipm�or`s Saws - Concrete $59.49 7A 3C 8P King Power Ecpurpment Operators Scraper, Self Propelled Under -$59.96F A 3C 8P _ 45 Yards King i?awtLE,(juUpimpqOperato(r Scrapers - Concrete ft Carry All $59.49 7A 3C 81) King Power Lcj 1)ip111 rpt ppe rat ors, Scrapers, Self-propelled: 45 $60.49 7A 3C 813 Yards And Over King power Equipment Operators Service Engineers - Equipment $59.49 7A 3C 88PP — — King Pawed" Egtripmer'wt Operators Shotcrete/gunite Equipment $56.90 7A 3C 8P King Egwcrr EgtC)ment C3perators Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Tractors Under 15 Metric Tons. King power E. to ment 0 eratog s Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Over 30 Metric Tons To 50 Metric Tons King Power Egre went Oper„ators Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons King @owcv-r Ectufpment peigors Shovel, Excavator, Backhoes; $61.10 7A 3C 8P Over 50 Metric Tons TO 90 Metric Tons King F'crw r,LcLgrpmel2a_ ep atgrs Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons King PowcrpEtlu( 1p7e.nt 22e.r__a E—S Slipform Pavers $60.49 7A 3C BP King Pcawcr Earipmer)g Lerators Spreader, Topsider 8 $60.49 7A 3C 8P Screedman .__. S 3CBIDKinp _Power Equipment Operators Subgrader Trimmer $59.96 7A, _ _ — King Power Equipailen U)xeraLors Tower Bucket Elevators $59.49 7A 3C 8P King Pawcr Equ_iy)nde_ ergors Tower Crane Up To 175' In $61.10 7A 3C 8P Height Base To Boom King Power ujli2mient Gpti,tCcacs Tower Crane: over 175' $61.72 7A 3C 8P through 250' in height, base to boom King Power Equipment Oper'ators Tower Cranes: over 250' in $62.33 7A 3C 8P height from base to boom King PcrwcrmEtlui n)eipt U(3erator°s Transporters, All Track Or $60.49 7A 3C 8P Truck Type King PowC F41ur7)rr)ent. Operator, Trenching Machines $59.49 7A 3C 8P _ King power ErTurpnierr,t,aerators $59.96 7A 3C 8P 12/11/2018 Page 1 I of 17 Truck Crane Oiler/driver - 100 Tons And Over King Power quinntent Operators Truck Crane Oiler/driver Under $59.49 7A 3CV8P100 Tons King Power Eguttament 0 aerators Truck Mount Portable Conveyor $59.96 7A3C King Pow ,a E(It lFyine it Op-,--7ors Welder $60.49 7A 3C SP King Power Equipment 02erators Wheel Tractors, Farman Type $56.90 7A 3C 8P King power E ur ment Operators Yo Yo Pay Dozer $59.96 7A 3C 8P King Power Eguipment�Operatois- Asphalt Plant Operators $60.49 7A 3C 8P Underground Sewer Er Water — — — King Bower Euuipmerrt Operators• Assistant Engineer $56.90 7A 3C 8P Undergrptlntl Sewer Et. Water — — — d[Sg qL f King Powe— rtpmerut Oper�atars- Barrier Machine (zipper) $59.96 7A 3C 8P Urrodcrgrotrnad Sewer AWater — King power E%jjjprnent Opgitors- Batch Plant Operator, Concrete $59.96 7A 3C 8P Under rournd Sewer 8 Water_ King Power Equipment Oai erators- Bobcat $56.90 7A 3C 8P Uraclergrotand Sewer Et Water — — — King 8"ower GrdtriPrstent Operakoxs- Brokk - Remote Demolition $56.90 7A 3C _ 8P Underground Sewer €e Water Equipment King pmwer E9t,utPmexlt y yrators- Brooms $56.90 7A 3C 8P Under round Sewer Ft Water — — — King power Equipment Operators- Bump Cutter $59.96 7A 3C 8P Underground Sewer Ls Water — — King Rower Equipment Operators- Cableways $60.49 7A 3C 8P Underground Sewer Ci Water — — — King Power Ertnroeot Operators- Chipper $59.96 7A 3C 8P r Urtder°gr°rarnd Sewer fx Wate — — — King Power Egui rtrh 0 ep rotors Compressor $56.90 7A 3C 8P Under rorot.rnd Sewer & Water — — — King Power Epuiprnent Operators- Concrete Pump: Truck Mount $60.49 7A 3C 8P Under round Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators Concrete Finish Machine -laser $56.90 7A 3C 8P jLQdergraumd Sewer & Water Screed — — — King power Equipment t�peeators, Concrete Pump - Mounted Or $59.49 7A 3C 8P U 7 pgrgrqund Sewer & Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Opgratot f Concrete Pump: Truck Mount $59.96 7A 3C 8P Uuadersror.and Sewer Et MJ<ter With Boom Attachment Up To 42m ` King Power Egutpnaerat Operators- Conveyors $59.49 7A 3C 8P Under round Sewer Et Waters- — — — King Power Etouirarnenk Operators Cranes Friction: 200 tons and $62.33 7A 3C 8P Urvd rgrotrpd Sewer Et. Water over — — — King Power Eauipment Operators- Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Underground Sewer 8 Water Tons With Attachments King Power Equiprnerat Operators, Cranes: 100 Tans Through 199 $61.10, 7A 3C 8P UncCersarourbd Sewer kWater Tons, Or 150' Of Boom (Including Jib With Attachments) 12/11/2018 Page 12 of 17 King L)q e,LEquLLiLieqL0LeraLaIL- Cranes: 200 tons- 299 tons, or $61.72 7A 3C BP UBcLcrgLgUnd Sewer ft Water 250' of boom including jib with attachments King L)c��verEcLuiknqqt 0)erat�j�1�.r Cranes: 300 tons and over or $62.33 7A 3C 8P Urider'grnurt 'Sewer Fa Water L _ 300' of boom including jib with attachments King f'uygr Ejqq�.)nLent Q2g.�ratqiL- Cranes: 45 Tons Through 99 $60.49 7A 3C 8P jjqdLeLgrotLn4 Sewer,fz,Vdate Tons, Under 150' Of Boom (including Jib With Attachments) King ?Mee�E,;qui t erators, Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P qqjL,rgLQund Sewer Ei Water Under King Pqy�qrjgLijp ny�nL QL)e i a t o r through Cranes: Friction cranes ugh $61.72 7A 3C 8P UrWcLeArrQIJnd Sewei ft Watei 199 tons King Power E -fteLI(qa atprL- Cranes: Through 19 Tons With $59.49 7A 3C 8P quipr q_ _ UndptgrouncV Sewer Ut Water Attachments A-f rame Over 10 Tons King Power EeLut)i Crusher $59.96 7A 3C 8P UngrgiLn�L5ewep & Wate�lqrgr I King 2qM,.srFqqjL)mmt_QpergoL- Deck Enginee0deck Winches $59.96 ZA ic_ 8P Underground Sewer-Et Water, (power) King PowerDerricks, On Building Work $60.49 7A 3C 8P Underqround Sewer Fx Water King Power EggiaLT&nt 0 Dozers D�9 Et Under $59.49 7A F3C Sp King a2V 3C Power Equill,21tnt Operato(s- Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Undo, �, Or Crane Mount King EovL __$61 10 7A 3C 8P q!L'g%ujp!I!ernt Qp�rators- Drilling Machine Under round Sewer Et Watci King f'9Ye,'LE!LLXP±,_nt Op erators, Elevator And Man-lift: $56.90 7A 3C 8P Underground Sewer Et Water Permanent And Shaft Type King POW PLEII_Ii rHnT n t0p tqrs- Finishing Marhinp, Ridwph And 559,9ra 7A 3C ap UnderQround Sewer ft Water Gamaco Et Similar Equipment—— King f!pv pr Equip ept 0 er�ators- Forklift: 3000 Lbs And Over $59.49 LA i—C 8P Unde z"r round S(�'Vver (i Water With Attachments King LOW L Eqq:f p rrigi ggtpm Forklifts: Under 3000 Lbs. With $56.90 7A X 8P m,pp� - Under round Sewer Ft Water Attachments King gLa orL� Grade Engineer: Using Blue $59.96 7A 3C 8P _L_ !LndfnrquqdISLVer a Water Prints, Cut Sheets, Etc King LoVe**Lfq $�jLrIiLqLQp LI! Gradechecker/stakeman 56.90 7A 3C 8P � oL� Underground Sewer, ft Wale i .......... Eqp�jrqqrLt.pp rotors- 7A 3C SPq Guardrail Punch $59,96 'Kil—W & _ — Under round Sewer ft Water .............— King Ppyc2t f Hard Tail End Dump $60.49 7A 3C 8P Qndq,fgLqgnd Sewer R Water` Articulating Off- Road Equipment 45 Yards. Et Over King L)(Lwec Hard Tait End Dump $59,96 7A 3C SP UL').de'm0_undSqWmLr.4 VP_te Articulating Off-road Equipment Under 45 Yards King pgyve!JAuipme.,11t Operators:. Horizontal/directional Drill $59.49 7A X 8P lLn4qmno—d LeAel 8: Water Locator I King 1 $59.96J 7A KC P 12/11/2018 Page 13 of 17 }Tower 1qqipn L egL ritors- Horizontal/directional, Drill _ "n e, und Sewer ft Water Operator King Eqwe fqgNnrrLilt Optratorw- Hydralifts/boom Trucks Over $59.49 7A 3C 8P !jfLdt[k(QulDd Seweg. t Water 10 Tons King LoweL Equipment OpcLaLo(sp Hydratifts/boom Trucks, 10 $56.90 7A 3C 8P tVgl—de rrnoncl Sewer Fa_Water Tons And Under King Pnwer Eaalinmertt Oaeratnrx Loader, Overhead 8 Yards. 8L $61.10 7A X 8P Unde qLqialjrL.Sewer It Water Over King Lower Eq9jipment-Opgrators- Loader, Overhead, 6 Yards. But $60.49 7A 3C 8P Underground Sewer Et Water Not Including 8 Yards T—-$59.96 7A 3C 813 King Loaders, Overhead Under 2ndemound Seter. Yards King Loaders, Plant Feed $59.96 7A 3C 8P Uwders;rouncl Sewer ft Water King LqWgr�E( q!pmenLO)t-Lators. Loaders: Elevating Type Be $59.49, 7A 3C BP 2!1"Ier EQq0Ld_Sewer Ft Water King Bower Ec&jij Liignoperators- Locomotives, All $59.96 7A 3C 8P Underground Sewer Ft Water King pOWeLfq flQLnenLO eratqL5- Material Transfer Device $59.96 7A 3C 8P Undqrp,round Sewer tiWater King -Mechanics, All (leadmen - $61.10 7A 3C 8P WaLL-!r $0.50 Per Hour Over Mechanic) King Motor Patrol Graders $60.49 7A 3C 8P K 1�ng PowerKgum!m2nt-Q.PvratqiL- Mucking Machine, Mote, Tunnel' $60.49 7A X 8P VfLqtr-qL0LLrjd Se%ytL Et Water Drill, Boring, Road Header And/or Shield -King Power Eraruipment Ole tkrsL Oil Distributors, Blower $56.90 7A 3C 8P Uj nde j�F Found Sewer Fit Water Distribution 8 Mulch Seeding Operator -King Bower R:iRUr_qLIL 011gratpors. Outside Hoists (elevators And 59.49 7A X 8p Underground Sewer EL Water Man(ifts), Air Tuggers,strato King Pqvvp Overhead, Bridge Type Crane: $59.96 7A 3C Underground Sewer &Water 20 Tons Through 44 Tons King Now®r � Oj)qiLqLors- Overhead, Bridge Type: 100 $61.10 7A 3C 8P UndeM,ound Sewer Et Water Tons And Over King Lower Lqqj2MgnL�Qpere"ttc+rs- 'Overhead, Bridge Type: 45 -$60.49 7A 3C 8P —UndeEgLround Sewer ft Water Tons Through 99 Tons King Aoment Operators- Pavement Breaker $56.90 7A 3C 8P -- Under round Sew—euft—Water I King power C nent O j2esgors�-, Pile Driver (other Than Crane $59.96 7A _ _ _ 3C 8P Underground Se)yg & 'Water Mount) King Plant Oiler - Asp $59.49 7A 3C 8P 11ndergLouild Sewer & Water King Eqw 2pqra It Posth qL_ ote Digger, Mechanical $56.90 7A 3C 8P Underground Sewer Fi Water i King Power Eq ip Power Plant $56.90 7A 3C 8P King tL ftly Pumps - Water $56.90 7A 3C 8P Under round LewerA Water King Quad 9, Hd 41, DI 0 And Over $60.49 7A 3C 8P 4 12/11/2018 Page 14 of 17 l n Ljor I(lunq 1we"A wale', King Quick Tower - No Cab, Under 6.90 LAt 2C 8P LLncler.giot,yid SpwgL tt Watei 100 Feet In Height Based To Boom _King Power rm L�ji _jjqnk0j)erators- Remote Control Operator On $60.49 7A 3C SP tlrrcBerwarcuncl r ft Water Rubber Tired Earth Moving Equipment King Ecwej:_Egtrjp( O as^rrrtors. Rigger And Bellman $56.90 7A 3C SP _qr & WaL( King Power F I�ien t O rrrators„ Rigger/Signal Person, BeUman $59.49 7A 3C 8P Unc(,-igi cLjqt1_5c (A,, ilq( (Certified) wg,_ King f�p�L jLiefIt )e,[ALt RoLlagon $60.49 7A 3C 8P _QL_ King Lc�weL EgLuipmog orators, 'Roller, Other Than Plant Mix $56.90 7A 3C 8P . 0q_ King Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Lnftj� Sewer ft Water Materials King [ffjyLC'j Equipment OperijqEs, Roto-mill, Roto-grinder $59.96 7A 3C 8P ULqderqEo qL ict,Spwer ft Water King Ljqwcr f qjp�ILIgLit Qp trans Saws - Concrete $59.49 7A 3C 8P _ — — Underground Sewer A. Water King P_QVtLg%jjjjMcnt ratq_Dgqi Scraper, Self Propelled Under $59.96 7A 3C 8P __L undwguggrd Sev�ti Lt Wajlti 45 Yards King L(�AeL Eqffjp1Liei) PjjqtaL rs- Scrapers - Concrete Et Carry All $59.49 7A 3C BID Undergi oty id Sewer ft Water ' King Power Etgurlameu7t._Ostratws- Scrapers, Self-propelled: 45 $60.49 7A 3C 8P !Ulf�ideil round Sewer & Water Yards And Over King Power Lqqjp e[jj Operators- Service Engineers - Equipment _$59.,�9 7A 3C 8P Undergrouund Sewer Et U�L Water King PrL Shotcrete/gunite Equipment $%.90 7A 3C 8P giLderafouild LevyfI_a Vy'lkn ................. ........................ King 1aqwgr E( rLyLiLt 0 eiAwr­ Shovel , Excavator, Backhoe, $�59.49 7A 3C 8P Under_ rrrcl Sewer jgW_ _2_ ft Water Tractors Under 15 Metric Tons. .............. King tower L Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Linderu F1 Water.rognLS wL Over 30 Metric Tons To 50 Metric Tons King Zqwwqr Aujpjj(LtjtD rgots- Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Tractors: 15 To 30 Metric Tons King Power I__qjLjp Shove[, Excavator, Backhoes: $61.10 7A 3C 8P Under gL2.and SLwt,[-ft Waterl Over 50 Metric Tons To 90 Metric Tons King gd 1 0 Lrators-, Shove[, Excavator, Backhoes: $61.72 7A 3C 8P Water Over 90 Metric Tons King Power E ui )ment O)erators- Stipfomn Pavers $60.49 7A 3C 8P iLr14_9_rr0_U9q5ewer—k-W—ater King Dower�Er gi sL Spreader, Topsider EL $60.49 7A 3C 8P L 1�(eL 9round Sewn' ,L Screedman .King Power Egg:fpm Fit e .E.r Subgrader Trimmer $59.96 7A IC 1P eLp_j_ktoL Underground Sewer Et Water King Eowej ip nt eraors, Tower Bucket Elevators $59.49 ZA LC 8P _f�qLj _ME ..0p Lndienor.qo')LSe�w ,L Et Water 12/1 1/2018 Page 15 of 17 King Power Et�1pi-lent Ojoq tor'sm Tower Crane Up To 175' In $61.10 7A 3C 8P Ldndea't?rnund Sewer Et Water Height Base To Boom King Power Ecfn1 p2ent 0%irators- Tower Crane: over 175' $61.72 7A 3C 8P nderg�tmd Sewer & Water through 250' in height, base to boom King Power k�c tPment Operator's, Tower Cranes: over 250' in $62.33 7A 3C 8P Underarour°rcR Sewer Er Water height from base to boom King Powercttrpment Operators• Transporters, All Track Or $60.49 7A 3C 8P Urtrler rourud Sewer ft Water Truck Type — — — , King Power E�irament Op rators- Trenching Machines $59.49 7A 3C 8P Underground Sewer fa Water King Pavaer,EC i rncnd Qperators; Truck Crane Oiler/driver - 100 $59.96 7A 3C 8P Ur ciergrcaurrd Sewer W'ator Tons And Over King Power �menkwClt erators- Truck Crane Oiler/driver Under $59.49 7A 3C 8P Under round Sewer ft Water 100 Tons King Power Ecatri rent OperatorsT Truck Mount Portable Conveyor $59,96 7A 3C 8P Underground Sewer tt Wter° — King Power Ec ui merr'rk OpcmataM Welder $60.49 7A 3C 8P Underground Sewer Et Water — — — King Power �qutprxaenf' Operater's• Wheel Tractors, Farman Type $56.90 7A 3C 8P _ Underground Sewer & Water _ — King Power EgWpmentw0_perators• Yo Yo Pay Dozer $59.96 7A 3C 8P _ Underground Sewer tt Water — — — King Power Line Clearance Tree Journey Level In Charge $49.96 5A 4A Trimmers _ — King Power Line Clearance Thee Spray Person $47.37 5A 4A Trimmers — King Power Li!2em Clearance,Tree„ Tree Equipment Operator $49.96 5A 4A Trimmers Kin LL'Power—Line Clearance Treq Tree Trimmer _ _ $44.57 5A 4A Trimmers King Bower Line Clearance Tree Tree Trimmer Groundperson $33.60 5A 4A Trimmers King f�efrigcrat on a Air Journey Level $79.51 6Z 1G Cor7clitionlruq Mecl�ranics — — King Roofers Journey Level $51.52 5A 3H King Roofers Using Irritable Bituminous $54.52 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $82.51 7F 1E King $hinbteildlrrog,4 Ship Repair New Construction Boilermaker $36.361 7V 1 King New Construction Carpenter $36.36' 7V 1 King Shiiahuildirag Et ShIL Re air New Construction Crane $36.36 7V 1 Operator King ShipbuitLfi Ship Refa�r New Construction Electrician $36.36 7V 1 King Shipbuifrlin fa Shia Repair New Construction Heat Et Frost $73.58 SJ � 4H Insulator King Shi buildmq Et Shao Repair New Construction Laborer $36.36 7V 1 King Shipbuilding ft Shi stair' New Construction Machinist v' $36.36 7V 1 King Shiplsasildi Et Ship Re iaair New Construction Operating $36.36' 7V 1 % Engineer 12/11/2018 Page 16 of 17 King SIjlL truilcVian fn SML)Ra iir New Construction Painter $36.36 7V 1 King Shipbuitch'rip hi(pLRepair New Construction Pipefitter $36.36 7V 1 King $hipt�rnlziirrg Cs.Ship Repair New Construction Rigger $36.36 7V 1 King Sh1PbuilriingLt-si g2.Re pair New Construction Sheet Metal $36.36 7V 1 King Shrpbuildinta Et Ship.Repair New Construction Shipfitter $36.36 7V 1 King ShiJalauitLfin ft,Ship Rcpa E New Construction $36.36 7V 1 Warehouse/Teamster King 51hIP! iAding E_t Ship 1Re) i1. New Construction Welder / $36.36 7V 1 Burner King Shipbuilding Et Ship RepairShip Repair Boilermaker $44.95 7X 4J King Shi iauild ng Et Ship Re yair Ship Repair Carpenter $44.95 7X 4J King Sinipbciild'an t Et Ship Repair Ship Repair Crane Operator $44.06 7Y 4K King Stnipbuilclinr tt Ship Repair Ship Repair Electrician $44.95 7X 4J King LBIbu,L'Ob a ft Ship_Re ik Ship Repair Heat Et Frost $73.58 5J 4H .-.Insulator King Shi pbuildinyg B Ship Repair Ship Repair Laborer $44.95 7X 4J King Stuf Yst�alc�iLrti ti Ship_i�t�t�4k Ship Repair Machinist $44.95 7X 4J King Shipbuilding Ft Ship Repair Ship Repair Operating Engineer $44.06 7Y 4K King Shipbuilding a Ship Repair Ship Repair Painter $44.95 7X 4.1 King 5hlxufifl:int Et S,i;1a,1t Repair Ship Repair Pipefitter $44.95 7X 4J King Sdzipbuildlfnv Sh Ea ,lLRC2 ii Ship Repair Rigger $44.95 7X 4J . _ -- Kiang ShipbarildiLi a Ship Repaar Ship Repair Sheet Metal $44.95 7X 4J King SFbuift9inRmFt,S@ Repair Ship Repair Shipwright $44.95 7X 4J King SkiiPi�uiicIiIm04 5N7i,R_Rei La.11 Ship Repair Warehouse / $44.06 7Y 4K Teamster King Slgr1 Mlagca"ts 1t Ilnstal ei% Journey Level $49.70 0 1 tEleotrrcall King ft installers (NrJq?_'. Journey Level $31.52 0 1 Electrical), King Soft Ftoor Lavers Journey Level $49.43 5A 3J King Solar Controls For Windows Journey Level $12.44 1 King SprrrJkterFrtCer; Fire Journey Level $77.39 5C ix Proq:ectiortl King 5ta+g y. a Mechanics L on Journey Level $13.23 1 Structural King Stone Masons Journey Level $57.32 5A 1M King Street And Paa'ki)a_lLot SweepFr Journey Level $19.09 1 Workers King Surveyors Assistant Construction Site $59.49 7A 3C 8P Surveyor . .. Kin _ 8P Surveyors Chainman $58.93 7A 3C, _ King Surveyors Construction Site Surveyor $60.49 7A r2B BP King Telecommunication Journey Level $48.06 7E _ Technicians King Tulephone Line Construction Cable Splicer $41.22 5AOutside _.................King 1tetephorl? Line Construction Hole Digger/Ground Person $23.12 5A Outside 12/11/2018 Page 17 of 17 King Teletylrane [.ine ConstiucT.igLi . installer (Repairer} $39.53 5A 2B Outside King Tete_yc)no t iiita(L)LtstrucLtiL)ri- Special Aparatus Installer 1 $41.22 5A 26 Outside King Tetephune_Lr_ne Construct!Oil 7 Special Apparatus Installer II $40.41 5A 2B Outside King Tetephone L.inq_(onstiuctlpn, Telephone Equipment Operator $41.22 5A 2B Outside (Heavy) King TPfnh ne Line Construction - Telephone Equipment Operator $38.36 5A 2B Outside (Light) King lete)hone t ige Constructiion..-•_ Telephone Lineperson $38.36 5A 2B Outside — King Telzphone Line Conso uG,t.ion - Television Groundperson $21.92 5A 2B Outside King Telephone Line Construction - Television Lineperson/Instalter $29.13 5A 2B Outside King Telq hp one Ltr&, Ccanstructio�__ Television System Technician $34.68 5A 2B Outside — — King r_etMpho13t Line Construction, Television Technician $31.18 SA 2B Outside — — King Tole)hone Line Construe Lion,-. Tree Trimmer $38.36 5A 2B Outside — King Terrazzo Workers Journey Level $52.61 5A 1M King Tile Setters Journey Level $52.61 5A 1M King Ti[.LA Marbte Et Terrazzos Finisher $43.44 5A 1B Finishers King L01ffic„Cuntr'ol5trjp_ers Journey Level $45.531 7A 1K King Truck Drivers Asphalt Mix Over16 Yards $54.30 5D 3A 8L King Truck Drivers Asphalt Mix To 16 Yards $53.46 5D 3A 81. King .Truck Drivers Dump Truck $53.46 5D 3A 8L King Truck Drivers Dump Truck Et Trailer $54.30 5D 3A 8L King Truck Drivers Other Trucks $54.30 5 3A 88LL King Truuck Drivers Reac,iy hLIX Booster 9 Yards and Over $52.78 5A 4T King Truck Griversm Ready Mix. Non-Booster Loads Under 9 $52.53 5A 4T Cubic Yards — King Wett Drillers & Irri atian PLstrrop Irrigation Pump Installer $17.71 1 Installers ` King Weld Drittgrs R Irril at PLLf pp Oiler $12.97 1 Installers King WeU Drillers & Irrigation Pum Well Driller $18.001 1 Installers 12/t1/2018 Ift I V IT 10 401 Po 1 o1A OB 1w •"v 1, dAl Eli F, N N 11 r � ' I 1 � 1 f 1 � P r , ; c t,— r� m hl pa 'W9 I..... .... .. I I'l R KA , n,fl y N f V . Ll I I, s g9i i; � pp V I CPI 0 ti tvw le me mp h fj i 4 INrie t!� `y, pp. l fa 9 r M, �r e !� Id ........... F10 9-w 0�. .......... rl 11 VIP RK Rill 11,14, A ) ( � \ ( } } } � ('J 'm I-) \j (14P r-1) IMF J,I'I -47,31 � \ \ ��: lip IN �o n Rai ° y r m � a -4/0 ..jn u � r. n rz z t�� �yy`^� ��Wi+�F �Ffi• G; d" W',i 4 + � aa 1 � 1 � {y. �! - mmv wov Nm mm m..mw. wx vv.wm iiii1 Ffl f C ' � s f '"4't�V• g e K•Btt 3'Mx E N ��, �� n $aGwj rgg� rIp- N w sy F n ri �u r u — ? tl i i ,r V�p? t II 1 yy f /! 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