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PK18-062 - Original - Optimus Construction & Development, Inc. - Lake Meridian Park Bathhouse Remodel - 01/31/2018
"a'YOW 10110A,414 c o rd s Mi icGFNT % r y WAS Hi NGTOR / / /��/� Dc�Caament 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 questionis, please contact the City Clerk's Office at 253-855-5725.. Vendor Name: Optimus Construction & Development Vendor Number: JD Edwards Number Contract Number: PK 18-062 This, is assigned by City Clerk's Office Project Name: Lake Meridian Park (Bathhouse Remodel Project Description: E3 Interlocal Agreement © Change Order [I Amendment 0 Contract ❑ Other, Contract Effective Date: 1/31/18 Termination Date: 6/11/18 Contract Renewal Notice (Days). Number of days required notice for termination or renewal or amendment Contract Manager: Hope Gibson Department: Parks Contract Amount: 403 550.000 Approval Authority: ❑ Director E] Mayor Z City Council 1116/18 Meeting Date Detail: ('i.e. address, location, parcel number, tax id, etc.): CONTRACT THIS AGREEMENT, made in duplicate, is entered into between the CITY OF KENT, a Washington municipal corporation ("City"), and Optimus Construction & Development, Inc. , organized under the laws of the State of Washington , located and doing business at 13822 First Ave. South, Burien, WA 98168 (P.O. Box 84206, Seattle, WA 98124 ("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 Park Bathhouse Remodel 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 $407,550.00. 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. 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. CITY OF KENT BY: � 7(ca--- DANA RALPH, MAYOR DATE;- ATTVST. KIMBERLEYqA. KOMOTOP CIT C ERK APPR U D AS TO FORM. K PARTMENT CCUI TC ACTOR B . PRINT IAA LL Lo DATEj-V - V Bonet Nb'. P1300157Ct Q061 PAYMENT AND PERFORMANCE BOND � l TO CITE" OF KENT � LT""" h .J KNOW ALL MEN BY THESE PRESENTS: That we, the undersigned, _ Cptimus Construction and Deve ment, Inc. as 'Principal, and �Fhiladel hsa Imdenir i�ywl surace qor paray a Corporation organized and existunc under tine laws of they Stage of Pennsylvania, as a Surety Corporation, and qualified under the laws of the State of Washinclton to become Surety upion bonds of Contractors with ffranicipal Corporatiorws, as Surraty, are jointly and severally held and firmly bound to the CITY OF KENT in the pera:a@ sunk of $ 407,550,00 . � ..,._.._ together with any adjustments, up or down, in the total contract price because of changes in the contract work, for the payment of which surva on demand we bind yourselves and our successors, heDrs, admn nlstrators or personal representat:lves, as the care may be. This obligation is erater.ed into in pursuance o` the staatu-'es of the State of ad'3fashington,. and the Codes rand Ordinances of the CITY OF KENT. Neverthoi'ess, the coradiiinr`;s of the abcve obligation are such that: WHEREAS, under and pursuant to a motion, duly rnade, seconded and parsed by the City Council of the City of Kent, Ding County, Washington, the. Mayor of the City of Gent has let or is about to let to the above bounden Principal, a certain contract, the =aid contract providing for construction of LAKE MERIDIAN PARK BATHHOUSE REMODEL whim,, contract is referred to herein and is rrrade a part: hereof as though attached hereto), and WHEREAS, the Princepal 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 fcrth: NO'+/uF, THEREFORE, for non-FH 'A projects only, if the Principal shall falthfuily perform alV the provisions of said contract in the rntanner and within the time herein set forth, or within such extensions of time as may tiro granted under the said contract, and shall pay all laborers, rnechanics, Subcontractors and material men, and all persons who shall supply tare Principal or ski bcontractors with provisions and supplies for the carrying on of said work and shall indemnify and hold the CITY OF KENT harmless from aary damage or, expense by reason of failure of performance as specified in said contract or from defects appearing or developinp in the material or workmanship provided or performed under, said contract, t:h en and in that event this obligation shall bca void; but othcrvvise it. shall be and rernain In full force and effect. IN WITNESS WHEREOF, the above bounden parties have° executed this instrument sunder their separate seals. The narne and corporate seal (if recuire:d by law) of each corporate party is hereto affixed and duly signed by its Undersigned rep-esentatives pursuant to authority of its governing body, TWO Uptimus Construction, and Development, Inc. PRINCI (enter phndp�an' , namn above) .- BY. 0A �. PRINT NAME ELATE: /"". �— / 4- DATE: A-L.L5,-M-L(1& PRINT NAME GATE: -., _ SURETY: Philadelphia Indemnity Insurace Company CORPORATE SEAL* BY: DATE; January 2.5, 2018 TITLE: ADDRESS, PCB Box 2925 Tacoma, WA 98401 CERTIFICATE AS TO CORPORATE SEAL I hereby certify Fond; that Corporation named a PrinCf�al in the d y tha I am the. (Assistant) Secretary of the Who signed the said bond on behalf of th,e Principal Of the said Corporation,, that I know iiis signatU`e thereto is genuine, and that said Bond was duly signed, sealed, area' attested for, and jr) behalf of said Corporation by authority of its governing body. SECRETARY OR ASSISTANTSECRETARY LJAKt M,��RIraia 4 PARK BA1 HHQLjsE RP,700E� PAGE 30 of 34 PHILADELPHIA INDEMNITY INSURANCE.COMPANY One Bala Plaza,Suite 100 Bala Cynwyd,PA 19004-0950 Power of Attorney Surety Bond Number: 1'1300I57000061 Principal: Optimus Construction and Development,Inc. Obligee: City of Kent KNOW ALL PERSONS BY THESE PRESENTS:That PHILADELPHIA INDEMNITY INSURANCE COMPANY(the Company), a corporation organized and existing under the laws of the Commonwealth of Pennsylvania,does hereby constitute and appoint Luiss Thom its true and lawful Attomey-in-fact with full authority to execute on its behalf bonds,undertakings,recognizances and other contracts of indemnity and writings obligatory in the nature thereof,issued in the course of its business and to bind the Company thereby,in an amount not to exceed S75,000,000. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14'of November,2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attorney(s) in Fact and authorize the Attomey(s) in Fact to execute on behalf of the Company bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney-in-Fact and revoke the authority given. And,be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 27U DAY OF OCTOBER,2017. ............ t (Seal) ••L.0 Robert D.O'Leary Jr.,President Bt CEO Philadelphia Indemnity Insurance Company On this 271 day of October,2017,before me came the individual who executed the preceding instrument,to me personally known,and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY;that Elie seal affixed to said instrument is the Corporate seal of said Company;that the said Corporate Seal and his signature were duly affixed. CO—OhWEALTROF VfNN&nVWA e�ow.wux tl 0 '°"° ' `0LC Notary Public: rc..rwronr�v.u�•nca�r ry [oanti..b.49b1 S.q.ri.SO]1 n residing at: Bala Cynwvd.PA (Notary Seal) My commission expires: September 25,2021 1, Edward Sayago,Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCF,COMPANY,do hereby certify that the foregoing resolution of the Board of Directors and this Power of Attorney issued pursuant thereto on this 27"day of October,2017 are true and correct and are still in full force and effect.I do further certify that Robert D.O'Leary Jr.,who executed the Power of Attorney as President,was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, In Testimony Whereof f have subscribed my name and affixed the facsimile seal of each Company this 25th day of January, 2018. �yp,nn.,nN� Z82� Edward Sayago,Corporate Secretary PHILADELPHIA INDEMNITY INSURANCE COMPANY nO/f1t•1.1.0� 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 it 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 1185 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 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. EXHIBIT 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 $3,000,000 each occurrence, $3,000,000 general aggregate and $3,000,000 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. AC�® DATE(MMIDDIYYYY) � CERTIFICATE OF LIABILITY INSURANCE 11124/2018 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 be endorsed. If SUBROGATION IS WAIVED,subject to the terns and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer ri hts to the certificate holder in lieu of such endorsements. PRODUCER CONTACT NAME: Bran O'Neil _ Arthur J. Gallagher Risk Management Services, Inc. PHONE 206-270-3400 Fax 206-270-3409 2825 Eastlake Avenue East, Suite 110 (�r�"��)' -- LNQI— Seattle WA 98102-3084 ADDRESS,brian_oneil@ajg.com INSURER(S)AFFORDING COVERAGE NAIC ti_ INSURERA:First Mercury Insurance Company 10657 INSURED OPTICON-02 INSURERB:Travelers Excess and Surplus Lines Co �29696 _ Optimus Construction and Development, Inc. INSURERc:Ohio Security Insurance Company 24082 P.O. Box 84206 INSURER D:Travelers Property Casualty Co of America 25674 Seattle WA 98124 - - INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:352402048 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 CONTRACT OR 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. INSR TYPE OF INSURANCE POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MMIDDIYYYYI` IMMIDDIYYM LIMITS A X COMMERCIAL GENERAL LIABILITY Y Y WACGL000006506602 6/12/2017 6/12/2018 EACH OCCURRENCE $1,000.000 1 DAMA E ----- - _ CLAIMS-MADE C OCCUR PREMISES Ea occurrence 550,000 X WA StdD Gap MED EXP(Any one person) s PERSONAL 8 ADV INJURY S 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2.000,000 i IER: ECT LOC PRODUCTS-COMPIOPAGG I S2,000,000 OTH C AUTOMOBILE LIABILITY BAS1858363729 10/26/2017 7/1/2018 CO BIKE t)SINGLE LIMITS1,000,000 (EaX ANY AUTO j BODILY INJURY(Per person) .S OWNED ^SCHEDULED BODILY INJURY(Per accident) S AUTOSONLY L AUTOS I HIRED NON-OWNED R PERT`-DAMAGE -" AUTOS ONLY AUTOS ONLY (Per accident) S S B UMBRELLA LIAB X OCCUR ZUP21N9399A17NF 1 6/12/2017 6/12/2018 EACH OCCURRENCE S2,000,000 X EXCESS LIAB CLAIMS-MADE ! AGGREGATE 52A00,000 - DIED RETENTIONS S A WORKERS COMPENSATION WACGL000006506602 6/1212017 611212018 X PER OTH- :AND EMPLOYERS'LIABILITY Y!N STATUTE ER IA �ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT j$1.000.000 OFFICERIMEMBER EXCLUDED? (Mandatory to NH) E L.DISEASE-EA EMPLOYE S1,000,000 If es,describe under —'-' DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 51,000,000 D Builder's Risk OT6609J96638ATIL18 V23/2018 7/1512018 Occurrence/Aggregate 407.550 DESCRIPTION OF OPERATIONS 1 LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be auachad it more apace Is required) Re:City of Kent-Lake Meridian Park Bathhouse Remodel The City of Kent shall be additional insured on a non-contributory primary basis per the attached endorsement on the General Liability policy. Waiver of Subrogation applies. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City Of Kent THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 220 Fourth Avenue South ACCORDANCE WITH THE POLICY PROVISIONS. Kent WA 98032 AUTHORIZED REPRESENTATIVE A— @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 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 Condition and supersedes any provision to the contrary: Primary And Noncontributory Insurance This insurance is primary to and will not seek contribution from any other insurance available to an additional insured under this policy provided that: (1) The additional insured is a Named Insured under such other insurance:and (2) You have agreed in writing in a contract or agreement prior to the injury or damage that this insurance would be primary and would not seek contribution from any other insurance available to the additional insured. However, the insurance provided under this endorsement will not apply beyond the extent required by such contract or agreement. ALL OTHER TERMS AND CONDITIONS OF THIS POLICY REMAIN UNCHANGED. This endorsement forms a part of the Policy to which attached,effective on the inception date of the Policy unless otherwise stated herein. (The following information is required only when this endorsement is issued subsequent to preparation of the Policy.) Endorsement effective Policy No. Endorsement No. Named Insured Countersigned by FMIC-GL-1002(1012015) POLICY NUMBER: COMMERCIAL GENERAL LIABILITY CG20370413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - 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 Person(s) Or Organization(s) Location And Description Of Completed Operations As required by written contract executed prior to the"bodily injury'or Any location where"your work"Is performed,but only with respect to "property damage". completed operations covered under this policy for"Commercial Construction". Commercial Construction"means all construction activity that is not "Residential Construction". "Residential Construction"means any construction operations,work or activities performed on any"residential property".'Residential propert means any of the following types of buildings,units or structures:sing) or multi-family dwellings,condominiums,townhomes including zero lot line townhomes,cooperative apartments,time-shared properties,and the entirety of any commercial or mixed use building,unit or structure f which any of the foregoing forms a part. "Residential property"also includes any common areas and infrastructure associated with any of the foregoing.Any building,unit or structure that becomes or Is converted to"residential property"shall be deemed to be"residential property as of the date of its original construction."Residential property"does not include apartments that re not any of the foregoing and that are intended to be leased or rented out to others. 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 is added to organization(s) 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 This endorsement shall not increase the applicable by 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 04 13 © Insurance Services Office, Inc., 2012 Page 1 of 1 COMMERCIAL GENERAL LIABILITY CG 20 33 0413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - AUTOMATIC STATUS WHEN REQUIRED IN CONSTRUCTION AGREEMENT WITH YOU This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART A. Section II — Who Is An Insured is amended to B. With respect to the insurance afforded to these include as an additional insured any person or additional insureds, the following additional organization for whom you are performing exclusions apply: operations when you and such person or organization have agreed In writing in a contractor This insurance does not apply to: agreement that such person or organization be 1. "Bodily injury", "property damage"or "personal added as an additional insured on your policy. and advertising injury' arising out of the Such person or organization is an additional rendering of, or the failure to render, any insured only with respect to liability for "bodily professional architectural, engineering or injury', "property damage" or "personal and surveying services,including: advertising injury"caused,in whole or in past, by. a. The preparing, approving, or failing to 1. Your acts or omissions;or prepare or approve, maps, shop drawings, 2. The acts or omissions of those acting on your opinions, reports, surveys, field orders,change orders or drawings and behalf; specifications; or in the performance of your ongoing operations for b. Supervisory, inspection, architectural or the additional insured. engineering activities. However, the insurance afforded to such This exclusion applies even if the claims against additional insured: any insured allege negligence or other wrongdoing 1. Only applies to the extent permitted by law, in the supervision, hiring, employment, training or and monitoring of others by that insured, if the 2. Will not be broader than that which you are "occurrence" which caused the "bodily injury" or required by the contract or agreement to "property damage", or the offense which caused provide for such additional insured. the "personal and advertising injury", involved the rendering of or the failure to render any A person's or organizatiods status as an professional architectural, engineering or additional insured under this endorsement ends surveying services. when your operations for that additional insured are completed. CG 20 33 0413 ©Insurance Services Office, Inc.,2012 Page 1 of 2 2. "Bodily injury" or "property damage" occurring C. With respect to the insurance afforded to these after: additional insureds, the following is added to a All work, including materials, parts or Section III—Limits Of Insurance: equipment furnished in connection with The most we will pay on behalf of the additional such work, on the project (other than insured is the amount of insurance: service, maintenance or repairs) to be 1. Required by the contract or agreement you performed by or on behalf of the additional have entered into with the additional insured; insured(s) at the location of the covered or operations has been completed; or portion of"your work" out of which the 2. Available under the applicable Limits of b. That Po Y Insurance shown in the Declarations; injury or damage arises has been put to its intended use by any person or organization whichever is less. other than another contractor or This endorsement shall not increase the subcontractor engaged in performing applicable Limits of Insurance shown in the operations for a principal as a part of the Declarations. same project. CG 20 33 0413 0 Insurance Services Office, Inc.,2012 Page 2 of 2 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAI NST OTH E RS TO U S This endorsement modifies insurance provided under the follaving: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Person or Organization:Any person or organization you have agreed in a written contract to add as an Additional Insured On Your Policy Provided The Written Contract Is Executed Prior To The "Bodily Injury", "Property Damage"Or"Personal And Advertising Injury". Effective Date:The later of the effective date of this policy,the date of this endorsement, or the date on which "your work"first started on the project to which this endorsement applies, but in no event later than the policy expiration date or applicable earlier termination date of this policy. 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. This endorsement applies only: 1. to ongoing operations performed by the Named Insured for the person or organization named above on or after the effective date of this endorsement;and 2. when you and such person or organization have agreed in writing in a contract or agreement entered into prior to the loss or occurrence that such right of recovery is waived;and 3. when the"suit"for damages against the person or organization in the Schedule is based on the Named Insured's sole negligence. Subrogation shall not be waived with respect to any liablity arising directly or indirectly out of any of the following actions of persons or organizations named above: 1. "Professional services"; 2. Modifying or changing specifications without the a)press written consent of the Named Insured; or 3. Any activities beyond the scope of monitoring he progress of the Named Insured. For the purposes of this endorsement, "professional services"includes but is not limited to the following: 1. Preparing, approving, recommending,or failing to prepare,approve, or recommend maps,drawin gs,opinions, reports, surveys, change orders, designs,specifications, hazard assessment plans, response actions, abatement methods or products,air monitoring plans,or insurance requirements; 2. Supervisory, inspection, training, orengineering services;and/or 3. Monitoring,testing, analysis, legal, accounting,architectural, medical, processing,consulting,or advisory services. ALL OTHER TERMS AND CONDITIONS OF THE POLICY REMAIN UNCHANGED. This endorsement forms a part of the Policy to which attached, effective on he inception date of the Policy unless otherwise stated herein. (The following information is required only when this endorsement is issued subsequent to preparation of the Policy.) Endorsement effective Policy No. Endorsement No. Named Insured FM IC-GL-2490(10/2013) Countersigned by BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, Optimus Construction and Development, Inc. as Principal, and Philadlphia Indemnity Insurance,Com as Surety, are held and firmly bound unto the Five Rerceril(51k) CITY OF KENT, as Obligee, in the penal sum of$.9fthe'l-olalAniountof Bid 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 REMODEL 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 Cibligee, as penalty and liquidated damaged, the amount of this bond, SIGNED, SEALED AND DATED THIS 1 Oth DAY OF January 20 18 OptiMLIS Construction and Development, Inc. By: PRINCIPAL Philadelphia Indemnity Insurance Company By: S If�_E Ty Luisa Thom, Attorney-in-Fact _20 Received return of deposit in the sum of LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 16 of 34 PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza,Suite 100 Bala Cynwyd,PA 19004-0950 Power of Attorney Surety Bond Number: Bid Bond Principal: Optimus Construction and Development,Inc. Obligee: City of Kent KNOW ALL PERSONS BY THESE PRESENTS:That PHILADELPHIA INDEMNITY INSURANCE COMPANY(the Company),a corporation organized and existing under the laws of the Commonwealth of Pennsylvania,does hereby constitute and appoint Luisa Thom its true and lawful Attorney-in-fact with full authority to execute on its behalf bonds,undertakings,recognizances and other contracts of indemnity and writings obligatory in the nature thereof,issued in the course of its business and to bind the Company thereby,in an amount not to exceed$75,000,000. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY on the 14'of November,2016. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company: (1) Appoint Attorney(s) in Fact and authorize the Attomcy(s) in Fact to execute on behalf of the Company bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney-in-Fact and revoke the authority given. And,be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF, PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INS'TRUMF:NT TO BE SIGNED AND ITS CORPORATE SF,AIA'O HE AFFIXF,D BY ITS AUTHORIZED OFFICE THIS 27T"DAY OF OCTOHER,2017. ,�rufun ryh µNITY.Nay (Seal) Robert D.O'Leary Jr.,President&CEO Philadelphia Indemnity Insurance Company On this 2701 day of October,2017,before me came the individual who executed the preceding instrument,to me personally known,and being by me duty sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY;that the seal affixed to said instrument is the Corporate seal of said Company;that the said Corporate Seal and his signature were duly affixed. Notary Public. u,�,:,.mcwa s.or n.mrr w residing at: Bala Cynwyd.PA (Notary Seal) My commission expires: September 25,2021 1,Edward Sayago,Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY,do hereby certify that the foregoing resolution of the Board of Directors and this Power of Attorney issued pursuant thereto on this 27'day of October,2017 are true and correct and are still in full force and effect.I do further certify that Robert D.O'Leary Jr.,who executed the Power of Attorney as President,was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this I Oth day of January. 12018 Vp01wu,% ayo�µN1TV ryS x 1927 Edward Sayago,Corporate Secretary ' ^ PHILADELPHIA INDEMNITY INSURANCE COMPANY CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date Janua 10, 2017 This statement relates to a proposed contract with the City of Kent named I am the undersigned bidder or prospective contractor. I represent that - I have X 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. Optimus Construction & Development, Inc NAME OF BIDDER BY: SIGNATU ITLE P.O Box 84206 Seattle,WA 98124 ADDRESS (Note to Bidders: The information required in this Compliance Statement is informational only) LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 1 of 34 PROPOSAL To the City Clerk City Hall Kent, Washington 98032 The undersigned hereby certifies that Optimus Construction & Development, Inc 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 REMODEL 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 REMODEL BIDDER'S PACKAGE PAGE 2 of 34 BASE BID: LAKE MERIDIAN PARK BATHHOUSE REMODEL DO NOT INCLUDE TAX UNIT PRICES-include all labor, materials and equipment necessary to provide and/or execute andlor place Item noted. BID SCHEDULE Item —Plan —Price Total No. Item D2R2�� Quanti!y Unit Per Unit Amount I — 1 Doors and Door Hardware 1 LS — (Division 8) 2 Paintings and Coatings 1 LS (Section 099000) 19;000- 3 Resinous Flooring 1 I-S — I(Section 096723) 4 Specialties 1 LS _(Division 10) 5 Site Furnishings 1 I-S (Section 129300) 6 Plumbing 1 LS —1 7 HVAC 1 LS --- - (Division 23) 1*500m——1 8 Electrical 1 LS (Division 26) 9 General Conditions I —LS zqo cc)- 10, Remainder of the Work not I --LS listed above 5:1 0 11 Alternate#1 — Floor& 11 LS 12 Finishes at Rooms 102 & 104 Total Lump Sum Bid Items I through 10 laid Amount Words V.-T"CgC kll�) b&IAOS V Total Lump Sum Bid including Alternate#1 Bid Amount in Words 13MLEE AW6) EIGHT%? NOTE: Washington State Sales Tax of 10% will be added to the base bid amount in the contract. LAKE MERIDIAN PARK 13ATHI IOLISE REMODEL BIDDER'S PACKAGE PAGE 3 of 34 BID SUMMARY The undersigned Bidder hereby verifies that these listed bid prices are true and correct in all respects,BIDDER q-7 Oprmu� - s onstructAid 8, Development, Inc DATE: January10, 2018 (signature) By: Derrick McNeill Title: President (print name) Company Name., OPtImus Construction and Development, Inc Address: P.O. Box 84206 City/State/Zip: Seattle, WA 98,124 Phone: 206-243-2000 LAKE MERIDIAN PARK BATHHOUSE REMODEL EUDDFR'S PACKAGE PAGE 4 of 34 PROPOSAL SIGNATURE PAGE PROJECT: LAKE MERIDIAN PARK BATHHOUSE REMODEL 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 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: 01/10/18 Optimus Construction & Develpoment, Inc NAM BY: B1D D Signature Derrick McNeill - President (Print Name and Title) P.O. Box 84206 Address Seattle, WA 98124 LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 5 of 34 GENERAL CONTRACTOR'S REFERENCES PR03ECT: LAKE MERIDIAN PARK BATHHOUSE REMODEL Please provide FIVE references for work performed similar in size and scope to the LAKE MERIDIAN PARK BATHHOUSE REMODEL. At least two of the references should be from a public agency. City of Renton Agency Name 1055 So. Grady Way, Renton,WA 98057 Address, city, state, zip 425-430-6602 Phone Robert Ebert Contact Name Renton Senior Activity Center ADA Upgrade Name of Project 173,950.00 - 2017 Amount of Contract (approx.) and Year H&H Parkland LLC Agency Name 13215 SE Mill Plain Blvd,Vancouver,WA 98684 Address, city, state, zip 971-319-2320 Phone Brad Hoffman Contact Name Starbuck Name of Project 787,121,90 - 2017 Amount of Contract (approx.) and Year Panda Express Agency Name 21940 Pacific HWY 99 - Edmonds,WA Address, city, state, zip 916-435-1938 _ Phone Micheal Cadell Contact Name Panda Epress#S4-16-D4826 Name of Project 471.000.00 - 2016 Amount of Contract (approx.) and Year Medical Managemnet Intemationla Agency Name 8000 NE Tillamock Street, Portland, OR Address, city, state, zip 503-789-8414 Phone Jerald Earl Contact Name Banfiled Pet Hospital Name of Project 519,422.00 - 2016 Amount of Contract (approx.) and Year LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 6 of 34 WT Investment LLC Agency Name 1608 Amethyst Street SE, Olympia, WA Address, city, state, zip 217-493-9499 Phone Adam Contact Name Jimmy John Restaurant Name of Project 586,123.46 - 2016 Amount of Contract (approx.) and Year ❑ I have worked for the City of Kent in 2015, 2016 or 2017. Name of Project(s): No LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 7 of 34 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, 1 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: Derrick Mc ill - Optimus Construction & Development, Inc Title., President Date: 01/10/18 LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 18 of 34 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) for LAKE MERIDIAN PARK BATHHOUSE REMODEL 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 REMODEL BIDDER'S PACKAGE PAGE 9 of 34 COMPLETE AND SIGN THIS FORM AS PART OF YOUR BID, FAILURE TO PROPERLY C01MPLETE THIS FORM MAY ALSO RESULT IN 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: _2p imus Construction & Development, Inc. L -NAME: Derrick McNeill ADDRESS: P,O. Box 84206 Seattle, WA 98124 PRINCIPAL OFFICE: Derrick McNeill - President ADDRESS: P.O. Box 84206 Seattle, WA 98124 PHONE: 206-243-2000 FAX: 206-453-5415 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. "SEEATTACHMENT, 1.2 Provide your current state unified business identifier number. "SEE ATTACHMENT" 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. "SEE ATTACHMEN-r' 1.4 Provide a statement, signed by a person with authority to act a,nid 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). "SEE ATTACHMENT" LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 10 of 34 2. ORGANIZATION 2.1 How many years has your organization been in business as a Contractor? "3YEARS" 2.2 How many years has your organization been in business under its present business name? 1 YEARS" 2.2.1 Under what other or former narnes has your organization operated? N'. 2.3 If your organization is a corporation, answer the following: 2.3.1 Date of incorporation: 04102/15 2.3.2 State of incorporation: 'WASHINGTON 2.3.3 President's name: DERRICK McNEILL 2.3.4 Vice-president's name(s): "NIA" 2.3.5 Secretary's name; "N/A!' 2.3.6 Treasurer's name: "NIA" 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 List jurisdictions and trade categories in which your organization is legally qualified to do business, and indicate license numbers, if applicable. "General Contracting:OPTIMCD856LK" 3.2 List jurisdictions in which your organization's partnership or trade name is filed, "Washington" 4. EXPERIENCE 4.1 List the categories of work that your organization normally performs with its own forces. "PROJECT MANAGER,SUPERVISON, CARPENTRY,LABOR, FRAMING,CONCRETE&MISC OTHER" 4.2 Claims and Suits. (If the answer to any of the questions below is yes, please attach details.) "None" 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 REMODEL BIDDER'S PACKAGE PAGE 11 of 34 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.) '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., -'SF-EATTACHMEN1- 4.4.1 State total worth of work in progress and under contract: 3 MILLION+ 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. "SEE ATTACHMENr, 4.5.1 State average annual amount of construction work performed during the past five years, "5 MILLION PER YEAR 4.6 On a separate sheet, list the construction experience and present commitments of the key individuals of your organization. "SEE ATTACHMENT" 4.7 On a separate sheet, list your major equipment. 5. REFERENCES 5.1 Trade References: 'SEE ATTACHMENT" 5.2 Bank References: "BANK of AMERICA' 5.3 Surety: "FIRST MERCURY INSURANCE COMPANY" 5.3.1 Name of bonding company: 'Ph3adelphla Indemnity Insurace Insurance Co."' 5.3.,2 Name and address of agent: "Arthur J G44igher&CO" '150 1 MARKET STR F ET,SUITE 250- 6. FINANCING 'TACOMA,WA 98402" 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 MERIDAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 12 of 34 Current Liabilities (e.g., accounts payable, notes payable, aiccrued 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 at this --!—Qth day of January r 2018 Ce of Or a�nizat' : Optimus Construction & Development, Inc rh By: D ri y: D rick McNeill Title: President 7,2 Jeannie A Miller 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 Kith day of. January Notary Public: �ww tA%F- A My Commission Expires, 12/15/18 5 olrlioll PUBLIC- "'D z� LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 13 of 34 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 100/o 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: LAKE MERIDIAN PARK BATHHOUSE REMODEL Subcontractor Name RgCzQt!A ?Wn%Aq43 Item Numbers lvumislL�� 02MPI., ve) 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 Derrick McN611 I \J LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 14of 34 SUBCONTRACTOR LIST (Contracts over I million dollars) Name of Bidder: qptimus Construction & Development, inc Project Name: LAKE MERIDIAN PARK BATHHOUSE REMODEL Project Number: #PPD18-01 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: t Bidder's Sig tore Derfick McNeill Date LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 15 of 34 CITY OF KENT COMBINED DECLARATION FORM: NON-COLLUSION, MINIMUM WAGE NON-COLLUSION DECLARATION 1, 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 dlirectly 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 1, 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 REMODEL NAME OF PROTECT Optimus Construction & Development, Inc NAME OF BIDDER'S FIRM NATUP�O F AUT HO�RI ZEREPRESENTATIVE D R EPRESENTA TIVEOF B ID�DEP Subscribed and sworn before me this 10th day of January 20 18 . Notary Public: I E 5 10 My Commission Expires: 12115/18 Al .0 WA LAKE MERQAN PARK BMHHOUSE REMODEL BIDDER'S PACKAGE PAGE 17 of 34 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. 1 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: 21 4 & For: Derrick McN Optimus Construct�ion & Development, 1`rc �� Title: President Date- 01/10/18 LAKE MERVAN PARK 8ATHHOLISE REMODEL BIDDER'S PACKAGE PAGE 98 Of 34 N Search LiI �%°;o�ry yr, Washington State Departrrpent of Labor & Industries OPTIMUS CONST AND DEV INC Owner or tradesperson P.O. BOX 84206 Principals SEATTLE,WA 98124 MCNEILL, DERRICK 425-443.6366 JOSEPH, PRESIDENT KING County MCNEILL,DERRICK,JOSEPH,AGENT Doing business as OPTIMUS CONST AND DEV INC WA UBI No. Business type 603 504 296 Corporation Governing persons DERRICK JOSEPH MCNEILL DERRICK JOSEPH MCNEILL; License Verify the contractor's active registration 1 license 1 certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License Specialties GENERAL License no. O5PTIMCD856LK Effective—expiration 0611212015- 06/1212019 Bond Travelers Cas and Surety Co of $12,000.00 America Bond account no. 106315420 Received by L&I Effective date 06/12/2015 06/0912015 Expiration date Until Canceled Insurance First Mercury Ins Co $1„000,000.00 Policy no. Help us irnprovc: .WA-CGL-0000065066.02 Received by L&I Effective date 06108/2017 06112/2017 Expiration date 06/12/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 5z%gF-Q0 Doing business as OPTIMUS CONSTRUCTION AND DEVEL Estimated workers reported Quarter 3 of Year 2017"7 to 10 Workers" L&I account contact T21 CHRISTOPHER WASSON(360)902-6331 -Email:WASQ235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. c)Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washhtytun. iiEli, ail This is your Washington Legal Entity Registration. This is not a Washington Business License, OPTIMUS CONSTRUCTION AND DEVELOPMENT INC. C/O DERRICK MCNEILL 1920 4TH AVE#303 SEATTLE WA 98101 Detach before posting .......... Office of the Secretary of State Corporations Division LEGAL ENTITY REGISTRATION STATE OF WASHINGTON 4, OPTIMUS CONSTRUCTION AND DEVELOPMENT INC. Unified Business ID#: 603504296 1920,4TH AVE#303 SEATTLE, WA 98101 Expiration:Apr-30-2018 Domestic Profit Corporation ,21 Renewed by Authority of Secretary of State 1. 6� q V, By accepting this document the recipient certifies that information provided on the annuak report was complete,true,and accurate to the best of his or her knowledge,and that the company 1144�regulations, will stay in compliance with all applicable Washington State Secretary of State OPTIMUS CONSTRUCTION AND DEVELOPMENT INC. OPTIMUS CONSTRUCTION AND!DEVELOPMENT PO BOX 64206 SEATTLE WA 98124-5506 ,r Hwy i ,qi BUSINESS LICENSE � � d V�aWIW STATE Of: r C WASHINGTON a w Unified Business ID #: 60350429�6 w� Corporation Business ID#; 001 x" Location: 0001 OPTlMUS CONSTRUCTION AND DEVELOPMENT INC. Expires:Apr 30, 2018 �w� OPTIMUS CONSTRUCTION AND DEVELOPMENT 1920 4TH AVE UNIT 303 SEATTLE, WA98101-5tiO3 " UNEMPLOYMENT INSURANCE -ACTIVE INDUSTRIAL INSURANCE -ACTIVE '; r TAX REGISTRATION -ACTIVE , CITY ENDORSEMENTS: NEWCASTLE GENERAL BUSINESS -ACTIVE N LACEY GENERAL BUSINESS#27440-ACTIVE LICENSING RESTRICTIONS: l' Not licensed to Dire minors without a Minor Work Permit. "w REGISTERED TRADE NAMES: ° OPTIMUS CONSTRUCTION AND DEVELOPMENT � r y 1 r� w, ' Thi and document lists the registrations, endorsements, nd licenses authorized for the lousiness " named above.By accepting this document,the licensee certifies the nfornlatton on the application was cornpIete,true, and accurate to the Lest of his or her knowledge,and that business wili be conducted in compliance with all applicable Washington state,county,and city regulations. i.A tor,, panic ner..._._..___,__�... .��rt ttnr Department of Reuw� ." —7, m,. .. OF-.1-1 MUS CONSTRUCTION RNO DEVELORMENT INC P.O.Box 84206 Seattle,Washington 98124 2062412000 January 9, 2018 Optimu!s Construction and Development Inc. has not in the past three (3) years or for that matter in the history of being in business has never been disqualified from bidding on any public works contract under RCW 39.06,.10 or 39.12.065 (3) 6 wjua Joleen McNeill Accounts Manager Derrick M eill President Z Lu 0 — m co co co F- Lij Lli uj CL < Z: :7- r nj 0 ccacaN C104 (o 0 fiJ LLJ - Q�� -0-0 ol� C) C) o b Z LLJ LL' C) UJ IL 0 ID 0 CD C U')docr 0 rl- Z n 'CY) OD CV F- 0 04 Kt I-- z 15; N --I CY) r-� 0 . Ul� 64 (F* 69 (n ui C? < 0 Q LO M C14 . . . Lw > cn 0 2 to a W Z 15 z x 3: m m p U) 0 ()(D CL CL LU 0 E E CL 0 0 x M ry 00 w CL IL cu E o z Q6 -2 m 16 C) Ljj F- M ca CL F- > W! w a 0 (L z z < 0 Z, w 0 z CL m 0 a L) F- 0 U) la) *0 x �z ow cf.) W 0 0 c et c 0) m a. N M CO F- 9 R 99 m o 0 'JICNIMMN, 10, D z m cr uj N (!) Lt z LU 0 2.1 ui (n LL LLI 0 0 0) U. --R -P o R U- 0 CD CD 0 0 0 0 0 CD CD CD C) C) 0 0 QLIJZppqc> oc) c) 0000000q U) LO LO Lo Lo ko to W) V) U) ul U) Ln to L-) LL m cq m co c) m c) m ol m m m c) m m 0 0 0 WMMMWOMO (D (D ou- ILu- C-4 0 i�) w -j N0 C') Q - r,: z:: * 0 0 0 0 0 0 U Q CD 0 (N co 0 M - M q- 0 N 000 0 00 C14 C14 M 0 M M M N N coCO M Cl) co -6 � 0 v co r-- z 1r) CS) r,,� to v: c 0') (6 6 c; 67 0 m m�ca N r- N r- C14 V) Ltd Ln 0) to Cl) to I Lr) — Vr r — 0 0 to W 6a 61) Ca W to W V) fA (,l) C491 L) U CL 0 C) ui < < < < 2 < 2 0 < -2 '2 "2 -)e U < -2 < F- m < 3* m cu 0 -!e 0 m m m 3: 3: 0 .9 1 uj LLJ LU Lu ui 10 Lu > E 0 0 0 0 0 0 CN LLJ 0 u u z c 4) a; (V w w a,U 0 0 Z w E E E E E ,c -J -J —J W z 0) (D C: w a) Q) 70 —J -J -i a) Lu z or, 0, in ?� M 'a camtm m "oEE E '2 .!E c CL C) w m cn C ID 0 C� uj Ctf .9 M CU 7-a 0 m > > m > LLJ .2 Mo M 'a > (N fu 0 a) 0 0 w a) Z CL 2 U) 2 (D 2 0 a- C) LU Lij CL :F CD z tl- co 00 0 C14 a> 0 0 o 0 LO U') tr) tr) F- 0 m u X C) � 4) LU m > n LU -Al_cl a a 'a NCL a) 0 (D U) 0 V) W� 0 0 0 0 U) CL 0 0 E 0 F- , a LL 0 0 -4)- -a w--2 ID (D< > ca o a 0 Cc m m r- Qcwc m l= E -W 'ON ru 3: w 3: m E E m = a)c 21 Co M M m. m w IL car, M, r C14 Cl) LO r CN C? m 0 0 U') U') LO 0 0 (0;M r- 00000000 0,00 7 N 04 N N N N N N NICN L11 OPTIM�US CONSTRUCTION AND DEVELOPMENT, INC 3.6 KEY INDIVIDUALS FIRM BACKGROUND Derrick McNeill, President Derrick founded Optimus Construction and Development Inc. in Apri12015, Derrick attended Washington State University from 2004-2007 and achieved a B.A. degree with an emphasis in finance and real estate. In addition to this he was part of the Real Estate Research Center that provided market analysis to property owners across the state which assisted in creating tangible data to help these property owners maximize the earning potential of their given locations. Previous to founding Optimus, Derrick has been in the construction industry for nearly 10 years primarily involved with corporate finance, business development, risk management, and safety. As the founder of Optimus Derrick is an intricate member of our team. He is involved in nearly every aspect of our business activities and takes a hands-on approach when it comes to meeting our client's needs. Derrick enjoys golfing, supporting the local sports franchises, boating and going to Various music events. Rick McNeill. Project. Manager Rick has been in the construction industry since 1977. He brings nearly 40 years of experience to our team. He started out as a laborer white continuing his education through the union apprentice school to become a certified journeyman carpenter. After completion of his training Rick quickly became a field supervisor and successfully finished several projects of various size and scope. His track record in the field swiftly lead to his advancement to project manager and he has since made a career out of completinit,g projects on time and on budget. After already completing nurnerous projects Rick felt the need to continue his education to stay current with the advances in the industry so he continued his education to give him a well-rounded background capable of addressing any specific project needs. In the past live years Rick has completed projects ranging from $50,000-5,800,000. Rick has a passion for building and racing legend cars and traveling to Raceways to watch his favorite NASCAR drivers. Dick McCullough, Superintendent Dick brings 37 years of experience to our project team. Dick has been a lead Superintendent for over 20 years and has turned down any opportunity to move into the office to become a project manager. Dick rather enjoys being on site so he can share his experience and help deliver a successful protect with a hands-on approach. Dick also provides a collaborative approach to each project which benefits not only our clients but promotes strong relationships with our subcontractors ensuring each project meets its specific goals. Dick has the experience to anticipate any construction related issues well in advance of them affecting the schedule. Dick enjoys traveling to warm tropical places, golfing, and being outdoors. LL L L-Z8E (90Z) SOIHdVHOOUdM1 a311Nn L89£-LL8 (009) 599E-899 (9Zt,) S1V1N3U 0311Nn S301MM IOUIV400 0133V11 6L9 Lltt, (888) L69Z-ZZ9 (90Z) 3NITMOHS IViN3a UVIS O Lt,L-9££ (90Z) Zt t tp-Z95 (009) NI S30IA83S onand32i ONI 30VOSdO lS3MHIUON £ti66-£bZ (Z09) 9£E£-9LL (9ZV) S31Nb13 NUMON NOIlOflUISNOO V 3UVM(hJVH 8OMdW 9£££-9LL (9Ztr) LZ99-£t?£ (0££) NOiiou 11SNOO V 3UVM(hIVH UONVVV 3111HVVY Lt'V-tr-Z6Z (008) 996Z-89Z (SZtl) 1N3WdinD3 A11013f ONI Saf L8Z9-t,Zt, (998) LOL9-8L9 (09£) S3111b103dS lO`ddWl ONI `1dSOdS10 ONb1Sl K L L-Z9L (008) 0£LL-9L9 (09£) AvM1f VH A1ddns ONimin8 U311NOb3 OO LZ-L9L (90Z) 6Z L Z-Z£9 (90Z) NOIS 1SV=l b3 3vim NNna 9Z99-6L9 (09£) Ot t t-L Z£ (09£) ONI 1V1N3N ONOWHIO 3]VS S 1H1N3U b 31ano(i 90 L L-E8£ (£9Z) 8£L L-ZLZ (£9Z) OOS38 1N3WdinO3 2 S1001 S,Ja30b^d S30N3UA=13U 30` UI O L't, ONI `1N3WdOl3A30 ONV NouonNISN00 snwlidO 1 '� PROJECT MANUAL LAKE MERIDIAN PARK BATHHOUSE REMODEL PROJECT ADDRESS: 14800 SE 272nd Street, Kent, WA 98042 OWNER: City of Kent Parks, Recreation & Community Services 220 4th Avenue South Kent, WA 98032 PROJECT MANAGER: Hope Gibson (253) 856-5112, FAX (253) 856-6050 HGibson@KentWA.gov JULIE PARASCONDOLA, CPRP DIRECTOR OF PARKS, RECREATION & COMMUNITY SERVICES • KENTWA CITY OF KENT KING COUNTY, WASHINGTON LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDS ACCEPTED UNTIL: Wednesday January 10, 2018 1:30 P.M. BID OPENING: 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 • KENT WASHINGTON LAKE MERIDIAN PARK BATHHOUSE REMODEL TABLE OF CONTENTS • Location map and directions to the park site • Invitation to Bid I. DIVISION 0 - SAMPLE REQUIRED BIDDING FORMS 1. Contractor Compliance Statement 2. Proposal 3. Proposal Signature Form 4. Contractor's References 5. Bidder Responsibility Criteria 6. Contractor's Qualification Statement 7. Major Subcontractor Lists (2) 8. Bid Bond 9. Combined Affidavit and Certification of Non-Collusion and Minimum Wage 10. E.E.O. Policy Declaration 11. Kent Administrative Policy 1.2 - Women and Minority Contractors 12. Contract (to be completed after award of bid) 13. Insurance Requirements 14. Change Order Form (for use if needed) 15. Payment and Performance Bond and Certificate as to Corporate Seal (to be completed after award of bid) 16. EEO Compliance Statement (to be completed after project completion) 17. Bidder's Checklist 18. Request for Interpretation Form 19. Substitution Request Form II. DIVISION 1 - GENERAL REQUIREMENTS 01 01 00 Summary of Work 01 0200 Bidder's Qualifications 01 0270 Application for Payment 01 03 10 Bid Alternates 01 04 00 Coordination 01 0450 Cutting & Patching 01 0500 Field Engineering 01 1000 Special Conditions 01 2000 Project Meetings 01 3000 Submittals 01 31 10 Schedules & Reports 01 34 00 Shop Drawings 01 40 00 Quality Control 01 4554 Building Envelope Air Barrier Testing Procedures 01 5000 Construction Facilities 01 63 10 Product Substitutions 01 7000 Project Closeout 01 7100 Final Cleaning 01 7200 Project Record Documents 01 74 00 Warranties & Bonds LAKE MERIDIAN PARK BATHHOUSE REMODEL TABLE OF CONTENTS III. DIVISIONS 2-33 — TECHNICAL SPECIFICATIONS DIVISION 2 EXISTING CONDITIONS 024119 Selective Demolition DIVISION 3 CONCRETE 030013 Concrete 035416 Hydraulic Cement Underlayment DIVISION 4 MASONRY NOT USED DIVISION 5 METALS 055000 Metal Fabrications DIVISION 6 WOOD AND PLASTIC 061000 Rough Carpentry DIVISION 7 THERMAL AND MOISTURE PROTECTION 072100 Thermal Insulation 072700 Weather Resistive Barriers 074623 Wood Siding 076200 Sheet Metal Flashing &Trim 079200 Joint Sealants DIVISION 8 DOORS AND WINDOWS 081400 Wood Doors 083100 Access Doors & Panels 087100 Door Hardware 087300 Door & Hardware Installation DIVISION 9 FINISHES 092900 Gypsum Board 096723 Resinous Flooring 097733 Reinforced Plastic Panel Wall Coverings 099000 Painting & Coating DIVISION 10 SPECIALTIES 101400 Signage 102115 Solid Plastic Toilet Compartments 102813 Toilet Accessories DIVISION 11 EQUIPMENT NOT USED DIVISION 12 FURNISHINGS 129300 Site Furnishings LAKE MERIDIAN PARK BATHHOUSE REMODEL TABLE OF CONTENTS DIVISION 13 SPECIAL CONSTRUCTION NOT USED DIVISION 14 CONVEYING SYSTEMS NOT USED DIVISION 21 FIRE SUPPRESSION NOT USED DIVISION 22 PLUMBING 220505 Plumbing Provisions 220507 Special Provisions 220509 Access, Excavation, & Backfilling 220553 Identification for Plumbing Piping & Equipment 220719 Plumbing Piping Insulation 221005 Plumbing Piping 221006 Plumbing Piping Specialties 223000 Plumbing Equipment 224000 Plumbing Fixtures DIVISION 23 HEATING, VENTILATING, AND AIR-CONDITIONS (HVAC) 230505 HVAC Provisions 230507 Special HVAC Provisions 230509 Equipment Access 230553 Identification for HVAC Piping & Equipment 230928 Instrumentation & Controls 233100 HVAC Ducts & Casings 233300 Air Duct Accessories 233423 HVAC Power Ventilators 233700 Air Outlets & Inlets 238200 Convection Heating & Cooling Units DIVISION 26 ELECTRICAL 260500 Common Work Results for Electrical DIVISION 27 TELECOMMUNICATIONS NOT USED DIVISION 28 ELECTRONIC SAFETY AND SECURITY NOT USED DIVISION 31 EARTHWORK NOT USED DIVISION 32 SITE IMPROVEMENTS NOT USED LAKE MERIDIAN PARK BATHHOUSE REMODEL TABLE OF CONTENTS DIVISION 33 UTILITIES NOT USED IV. ATTACHMENTS A. Washington State Prevailing Wages B. Bidder's Package PLANS/DRAWINGS BOUND SEPARATELY LAKE MERIDIAN PARK BATHHOUSE REMODEL Project Address: 14800 SE 272nd Street Kent, Washington 98042 Directions from Hwy. 167 (North and South): Take the exit for HWY. 516/WILLIS STREET. Go EAST on Willis Street about one-quarter mile to CENTRAL AVE; Go LEFT on Central Ave. 4 blocks to HWY 516/SMITH STREET. Turn RIGHT on Smith Street & go up the hill; just past 104th Ave, VEER RIGHT onto HWY 516/KENT KANGLEY ROAD; Kent Kangley becomes SE 272ND STREET; Go about three-quarters of a mile and turn LEFT into park entrance. O J soos - C-eek Park Clark f,,,.. .. 's lake Park Kent �r 5 J Meridian Valley Courtry CIL& - �EJ 14800 Southeast 272nd Street _ Co - - ts•E) - 0 Directions from Hwy. 18 (East and West): Take the exit for HWY 516/SE 272ND STREET. Go WEST on SE 272nd about three-quarters of a mile. Turn RIGHT into park entrance. :r 2Li:n LI N Oeek �4 m 005 ! s �5 n �: HIGHPOINTE sr S - '� Wiz° g N m 8114600S..theitt "I 70 272nd Street a •idian S% Covington library® o it 2mes Lake Meridian srs -Apartmennt5 510 $[272RC$t SSS SI& Covington V ShoppinS Fred Meyer Coslco Wholesale A 7B SE:7:i1+i'I SF 775th 1Y�� ' �c!n PI A �9V lip ccutn�.r ' ii le n .. INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Clerk's office through Wednesday, January 10, 2018 up to 1:30 p.m. as shown on the clock on the east wall of the City Clerk's Office on the first floor of City Hall, 220 4`h 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 Remodel The project consists a remodel of an 1,152 square foot existing bathhouse. Work includes removal of existing showers and reconfiguration of restroom stalls, installation of outdoor showers, replacement of exterior doors, replacement of various fixtures, update of finishes and mechanical updates. The Engineer's estimate for this project is $320,000. Bid documents may be obtained at www.kentwa.gov/12rocurement. An optional pre-bid meeting will be held at 2:00 p.m. on Tuesday, January 2, 2018 at Lake Meridian Park, 14800 SE 272"d Street, Kent, WA 98032. Bids must be clearly marked "Bid" with the name of the project on the outside of the envelope, addressed to the City Clerk, 220 41h 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 20th day of December, 2017. ") KIMBERLEY KOMOTO, City Cle [Published in the Daily Journal of Commerce on December 20 and 27, 2017] I. DIVISION 0 - SAMPLE REQUIRED FORMS Miller Hayashi Architects LLc 118 N.35th St. Suite 200 Seattle, WA 98103 206 634 0177 millerhayashi.com Lake Meridian Bathhouse 14800 SE 272"d Street Kent, WA 98014 Project Manual BID SET 11/08/17 LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named PROJECT NAME HERE 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 REMODEL 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 NAME HERE 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 REMODEL DRVISIQN D SAMPLE DOCUMENTS BASE BID, PROJECT NAME HERE UNIT PRICES - include all labor, materials and equipment necessary to provide and/or execute and.../or place Item noted. BID SCHEDULE DO NOT ADD TAX Item' Play Price , Taal, : No: Nteirni`D cd tidn , �Q anti! 'Unit" Poi t1n"it Artanunt 1 Doors and Door Hardware 1 LS Division 2 Paintings and Coatings 1 LS Section 099000 3 Resinous Flooring 1 LS Section 096723) 4 Specialties 1 LS Division 10 a Site Furnishings 1 LS Section 129300 6 Plumbing 1 LS (Division 22 7 HVAC 1 LS (Division 23) 8 Electrical 1 LS Division 26 9 General Conditions 1 LS 10 Remainder of the Work not 1 LS listed above 11 Alternate /#1 — Floor & Wall 1 LS Finishes at Rooms 102 &: 104 12 Total Lump Sum Bid Items 1 through 110 $ 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 REMODEL DIVISION 0 SAMPLE DOCUMENTS BID SUMMARY 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 REMODEL DIVISION 0 SAMPLE DOCUMENTS PROPOSAL SIGNATURE PAGE PROJECT NAME: PROJECT NAME HERE 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 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 PROJECT MANUAL DIVISION 0 SAMPLE DOCUMENTS GENERAL CONTRACTOR'S REFERENCES PROJECT NAME: Project Name Here Please provide five references for work performed similar in size and scope to the Project Name Here. At least two of the references should be from a public agency. Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year PROJECT MANUAL DIVISION 0 SAMPLE DOCUMENTS Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year ❑ I have worked for the City of Kent in 2015, 2016 or 2017. Name of Project(s): LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes 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 (Insert Date), the bidder is not a "willful" violator, as defined in RCW 49.48.082, of any provision of chapters 49.46, 49.48, or 49.52 RCW, as determined by a final and binding citation and notice of assessment issued by the Department of Labor and Industries or through a civil judgment entered by a court of limited or general jurisdiction. I certify under penalty of perjury under the laws of the State of Washington that the foregoing is true and correct. Bidder's 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 REMODEL DIVISION 0 SAMPLE DOCUMENTS CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) for PROJECT NAME HERE 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. LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS 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. 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 ZS 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). 2. ORGANIZATION LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS 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 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 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 REMODEL 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 REMODEL 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 at 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 Notary Public: My Commission Expires: LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, which 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 HERE Project Number: Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers CONTRACTOR'S SIGNATURE LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: PROJECT NAME: PROJECT NAME HERE Project Number: 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: Signature of Bidder Date LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS BID 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 HERE. 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 REMODEL DIVISION 0 SAMPLE DOCUMENTS 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. PROJECT NAME HERE 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 REMODEL 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 REMODEL DIVISION 0 SAMPLE DOCUMENTS 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 REMODEL 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 ("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: PROJECT NAME HERE 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 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 REMODEL 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. LAKE MERIDIAN PARK BATHHOUSE REMODEL 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 REMODEL DIVISION 0 SAMPLE DOCUMENTS 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. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 1185. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 1185 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. 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. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS EXHIBIT A (Continued) 2. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. 3. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 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. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. 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. F. Acceptability of Insurers Insurance is to be placed with insurers with a current A.M. Best rating of not less than ANII. LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS EXHIBIT A (Continued) 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. 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. LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS 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 III, "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 REMODEL DIVISION 0 SAMPLE DOCUMENTS Original Time for Completion (insert date) Revised Time for Completion 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 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: Its Its (title) (title) DATE: DATE: LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department [In this field,you may enter the electronic fllepath where the contract has been saved] LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS 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 PROJECT NAME HERE (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. LAKE MERIDIAN PARK BATHHOUSE REMODEL DIVISION 0 SAMPLE DOCUMENTS 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. TWO WITNESSES: PRINCIPAL (enter principal's name above) BY: TITLE: DATE: DATE: CORPORATE SEAL: 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 REMODEL 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 HERE 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 BATHHOUSE DOCUMENT 006313 KENT,WASHINGTON REQUEST FOR INTERPRETATION FORM RFI 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 CONSTRUCTION DOCUMENTS 006313-1 11/08/17 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? $ [0; (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: Signature Title 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 Signature Title ..................................................................................................................................................................................................................... Owner's Consent ❑Yes ❑ O Date: By: OWNER Signature Title END OF SUBSTITUTION REQUEST FORM CONSTRUCTION DOCUMENTS 006326-1 11/08/17 BIDDER'S CHECKLIST Project: LAKE MERIDIAN PARK BATHHOUSE REMODEL 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 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. ❑ INSURANCE REQUIREMENTS: Successful bidder must provide proof of minimum required coverage with contract ❑ CHANGE ORDER FORM: For use during project if needed ❑ PERFORMANCE BOND/CERTIFICATE AS TO CORPORATE SEAL: To be executed by the successful Bidder and his surety company. The following form is to be executed after completion of the project: ❑ EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE: To be executed after completion and prior to acceptance by Owner. Retainage will not be released by Owner until receipt of this Affidavit. II. DIVISION 1 - GENERAL REQUIREMENTS Lake Meridian Park Bathhouse Remodel Section 010100 Summary of Work Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Conditions, Special Conditions and other Division-1 Specification sections, apply to work of this section. 1.2 CONTRACT DOCUMENTS A. The Contract Documents indicate the Work of the Contract and related requirements and conditions that have an impact on the project. 1.3 ABBREVIATED WRITTEN SUMMARY The project consists of a remodel of an 1,152 square foot existing bathhouse. Work includes removal of existing showers and reconfiguration of restroom stalls, installation of outdoor showers, replacement of exterior doors, replacement of various fixtures, update of finishes and mechanical updates. 1.4 CONTRACTOR USE OF PREMISES A. Contractor will be allowed staging area for use on the project area. B. Keys will be issued to the Contractor for access to the project area. Contractor shall be responsible for security of the project area. C. All keys must be returned to the City prior to Final Completion and Final Acceptance of the project. Charges for unreturned keys shall be based on the actual costs necessary to re-key all locks affected by the loss. D. Contractor shall reimburse the City for all costs associated with inadequate security or locking up procedures. E. Keep driveway and entrances clear at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize requirements for storage materials. F. Contractor is responsible to protect all existing properties, equipment, structures, and finishes in the building and on the site from any damage related to construction. Contractor is responsible for replacement should any damage occur. 1.5 OWNER OCCUPANCY A. Partial Owner Occupancy: The Owner reserves the right to place and install equipment as necessary in completed areas of the project and to occupy such Lake Meridian Park Bathhouse Remodel Section 010100 Summary of Work Page 2 completed areas prior to substantial completion, provided that such occupancy does not substantially interfere with completion of the Work. Such placing of equipment and partial occupancy shall not constitute acceptance of the Work or any part of the Work. 1.6 PRECONSTRUCTION &CONSTRUCTION SCHEDULE A. Contracts and all prerequisite documents must be completed by the Contractor within fourteen (14) calendar days after receipt of written Notice of Intent to Award on properly prepared forms of the Agreement. The Contractor shall provide its tax identification number at that time. B. Notice to Proceed will be issued after the contract award, execution of the contract, and submittal of insurance certificates and performance and payment bond. C. 100%Completion shall be reached on or before 14 calendar days from the date of Substantial Completion. Liquidated damages in the amount defined in 1.07 will take effect if Work is not complete. 1.7 COMMENCEMENT,COMPLETION AND LIQUIDATED DAMAGES A. Time of Commencement: The work of this contract shall be commenced after the issuance of a written Notice to Proceed by the Owner. The work shall be completed within the time limits stipulated in Section 1.06. The Contractor shall reimburse Owner for any loss suffered through failure to meet the schedule in an amount specified in the Proposal.Should an extension of time be granted to the Contractor by Change Order signed by the Owner,the Contractor shall indemnify and hold harmless the Owner from any loss to any other Contractor or subcontractor caused by such extension of time, except should extension be due to severe weather conditions not reasonably anticipated. B. Working Days: All work under this contract shall be completed within 130 calendar days from the Notice to Proceed. C. Time of Completion and Liquidated Damages: If the said Contractor shall neglect or fail to complete the work within the time limits specified in Section 1.04, or any proper extension thereof granted by the Owner,then the Contractor does hereby agree, as a part consideration for the awarding of this contract,to pay the Owner liquidated damages. Such liquidated damages shall be in a lump sum of one thousand dollars ($1,000.00) per calendar day that the work remains uncompleted beyond the time limits specified in Section 1.06. Lake Meridian Park Bathhouse Remodel Section 010100 Summary of Work Page 3 D. Substantial completion,as referred to herein, shall mean that all components of the project have been completed and are suitable for use; that no hazards exist for the users of the facilities. Items remaining to be completed shall be of such a nature that the use of the facilities will not be disrupted during its completion for final acceptance in compliance with substantial completion as defined in the General Conditions. E. Completion for final acceptance as referred to herein shall mean completion of the project in all respects called for by the contract documents and verification of the final completion by the Engineer, including the correction of all items listed in the final discrepancy report (punchlist). F. The said amount of liquidated damages is fixed and agreed upon by and between the Contractor and the Owner because of the impracticability and extreme difficulty of fixing and ascertaining the actual damages the Owner would in such event sustain, and said amount is agreed to be the amount of damages which the Owner would sustain and said amount may be retained by the Owner from current periodical progress payments and is not a penalty. END OF SECTION 010100 Lake Meridian Park Bathhouse Remodel Section 0102 00 Bidder Qualifications Page 1 PART 1 GENERAL 1.1 SUMMARY A. This section identifies the qualifications that the Bidder and Subcontractors shall meet prior to award of the Contract. B. The Owner may choose to forego the documentation requirements of this section at their convenience. 1.2 DEFINITION OF TERMS A. "Successfully performed and completed" and "Successful performance and completion" as used in this section refers to a complete installation and acceptance of the installation by the project owner. B. Project Field Superintendent/Supervisor. 1. The Project Field Superintendent/Supervisor shall be the employee of the Contractor or Subcontractor who directs and coordinates the Contractors or subcontractors daily physical construction activities in the field, either for a specific portion of the work or the entire project. 2. Responsibilities of the Project Field Superintendent/Supervisor include, but are not limited to: a. Physically overseeing, coordinating and scheduling day to day construction work. b. Coordinating with subcontractors and the Engineer as needed for the execution of the work. c. Responsible for the day to day prosecution of the work. C. "Similar project" as used in this section means a project similar in character to the work in which each respective firm or their employee will perform on this project. The "similar project" shall also be equal or greater in scale and complexity than the work for which each firm will be engaged to perform on this project. D. Foreman/Alternate Foreman: 1. The "Foreman/Alternate Foreman"shall be the employee of the Contractor or Subcontractor working in their area of expertise in direct control of the work at the craft level. Lake Meridian Park Bathhouse Remodel Section 0102 CO Bidder Qualifications Page 2 1.3 QUALIFICATIONS OF BIDDERS A. Required Qualifications In addition to any and all other requirements described elsewhere in the Bidding Documents,to be Awarded the Contract the successful Bidder will have adequately and positively documented the following qualifications. 1. The firm shall have successfully performed and completed five (5) similar projects during the last three(3)years in the Pacific Northwest Region (Washington, Oregon, Idaho, Northern California). 2. The firm shall be licensed as a General Contractor in the state of Washington having worked under the same name and ownership for at least five (5)years. Changes of company name will be evaluated on a case by case basis to determine compliance with the qualification requirements. Additional information may be required to supplement proof of organization or ownership structure. 3. The firm shall demonstrate adequate capacity to fulfill the obligations of the Contract by disclosing the following; a. Description of the Firms Organizational Structure, including number of employees at each level. b. Itemization of equipment owned and leased. c. List of current Contracts outstanding including description and value. B. Following the opening of bids,the bidder under consideration for award will document qualifications as specified and submit to the engineer within three (3) business days of the Bid Opening.The information will be used to document compliance with this section. Do not submit any qualification documentation with your bid. C. It shall be the Bidder's or Subcontractor's responsibility to verify that the reference information provided (names and phone numbers) is current. If the Engineer is unable to contact the listed individuals in order to verify Bidder or Subcontractor experience,the related experience will not be considered by the Engineer in its determination of compliance with the requirements of this Section. Lake Meridian Park Bathhouse Remodel Section 0102 00 Bidder Qualifications Page 3 1.4 REQUIRED DOCUMENTATION A. Provide the following information for each similar project claimed: 1. Owner's Name 2. Name of Responsible Owner's Representative, including title 3. Telephone Number of Owner's Representative 4. Project Name 5. Project Location 6. Name of prime contractor 7. Dates of Execution, including Date of Notice to Proceed and Date of Final Acceptance. 8. Brief technical summary of the work, including any pertinent details to demonstrate the required experience. 9. Record of Warranty Work performed from date of Final Acceptance, including dates and specific descriptions of work performed. B. Project Field Superintendent/Supervisor: The bidder shall at all times utilize a project Superintendent, able to converse in English, who has successfully performed and completed a minimum of three (3) similar projects in the last five (5) years that are equal to or greater than in scale and complexity than this project. 1. Provide the following documentation as proof of Superintendent's experience: a. Name of Superintendent. b. A list of five (5) projects completed under the above named Superintendent's direct supervision. c. The location of each project. d. Name of Owner and prime contractor for each project. e. Project start and completion dates f. Name and telephone number of the Engineer and prime contractor for each project who can verify work performed by the superintendent. C. Foreman/Alternate Foreman 1. The bidder and their subcontractors shall at all times utilize a Foreman/ Alternate Foreman for each trade,able to converse in English,working in their area of expertise who has a minimum of five (5)years' experience on projects that are equal to or greater than in scale and complexity than this project. 2. Provide the following documentation as proof of Foreman/Alternate Foreman experience: a. Name of Foreman/Alternate Foreman b. A list of three(3) projects completed under the above named Foreman/ Alternate Foreman direct supervision. Lake Meridian Park Bathhouse Remodel Section 0102 00 Bidder qualifications Page 4 c. Location of each project d. Name of Owner and prime contractor for each project. e. Project start and completion dates f. Name and telephone number of the representative of the prime contractor for each project who can verify work performed by the Foreman/Alternate Foreman. PART 2 PRODUCTS Not applicable PART 3 EXECUTION Not applicable END SECTION 0102 00 Lake Meridian Park Bathhouse Remodel Section 0102 70 Application for Payment Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 0 and 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements governing the Contractor's Schedule of Values and Applications for Payment. B. This Section specifies administrative and procedural requirements governing each prime contractor's Applications for Payment. 1. Coordinate the Schedule of Values and Applications for Payment with the Contractor's Construction Schedule,Submittal Schedule, and List of Subcontracts. C. Related Sections: The following Sections contain requirements that relate to this Section. 1. Schedules: The Contractor's Construction Schedule and Submittal Schedule are specified in Division 1 Section "Submittals." 1.3 SCHEDULE OF VALUES A. Coordination: Coordinate preparation of the Schedule of Values with preparation of the Contractor's Construction Schedule. B. A single Schedule of Values shall be required for the project, including Alternate Bid items. 1. Correlate line items in the Schedule of Values with other required administrative schedules and forms, including: a. Contractor's Construction Schedule. b. Application for Payment forms, including Continuation Sheets. c. List of subcontractors. d. List of principal suppliers and fabricators. e. Schedule of submittals and list of products. 2. No later than upon contract award, begin preparing a Schedule of Values. Submit the Schedule of Values to the Engineer and Owner at the earliest possible date but no later than 10 days after the date of award. Form and Lake Meridian Park Bathhouse Remodel Section 0102 70 Application for Payment Page 2 format shall be presented in a form acceptable to the Owner as noted in the General Conditions. C. Format and Content: Use the Project Manual table of contents as a guide to establish the format for the Schedule of Values. Provide at least one line item for each Specification Section, and each logically distinct area of the work. 1. Identification: Include the following Project identification on the Schedule of Values: a. Project name and location. b. Owner's name. c. Name of the Engineer. d. Project number. e. Contractor's name and address. f. Date of original submittal. g. Date of revised submittals. 2. Arrange the Schedule of Values in tabular form with separate columns to indicate the following for each item listed: a. Related Specification Section or Division. b. Description of Work. c. Name of subcontractor. d. Name of manufacturer or fabricator. e. Name of supplier. f. Change Orders (numbers)that affect value. g. Dollar value. 3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued evaluation of Applications for Payment and progress reports. Coordinate with the Project Manual table of contents. Break principal subcontract amounts down into several line items. Provide a 4%line item for each line item for close out. 4. Round amounts to nearest whole dollar;the total shall equal the Contract Sum. 5. Provide a separate line item in the Schedule of Values for each part of the Work where Applications for Payment may include materials or equipment, purchased or fabricated and stored, but not yet installed. a. Differentiate between items stored on-site and items stored off-site. Include costs for insurance and bonded warehousing which are required. No payment for materials stored offsite will be made without prior notice to and acceptance by,the Owner. Provide acceptable proof of insurance and bonding of the storage facility and its contents. Such storage may be no more than 50 miles from the Project site and shall be open to Owner and Engineer observation. All materials stored off-site must be separated from general inventory, protected and clearly marked with the Owner's, Project's and Contractor's name. Clear title to ownership of the material Lake Meridian Park Bathhouse Remodel Section 0102 70 Application for Payment Page 3 shall be submitted in writing by the Contractor to the Owner. Storage of materials off-site shall not be a basis for a claim for additional costs unless the need for off-site storage arose after the bid and at the request of the Owner. 6. Provide separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the Work. 7. Margins of Cost: Show line items for indirect costs and margins on actual costs only when such items are listed individually in Applications for Payment. Each item in the Schedule of Values and Applications for Payment shall be complete. Include the total cost and proportionate share of general overhead and profit margin in each item. Do not include a separate line item for either general overhead or profit. a. Mobilization, temporary facilities and other major cost items that are not direct cost of actual work-in-place may be shown either as separate line items in the Schedule of Values or distributed as general overhead expense,at the Contractor's option. 8. Schedule Updating: Update and resubmit the Schedule of Values prior to the next Applications for Payment when Change Orders or Construction Change Directives result in a change in the Contract Sum. Such items shall be itemized separately at the end of the Schedule. 9. The Owner reserves the right to reject the Schedule of Values if the Owner determines that it is front loaded or otherwise does not reasonably approximate the anticipated cost of the identified line items. 1.4 APPLICATIONS FOR PAYMENT A. Each Application for Payment shall be consistent with previous applications and payments as certified by the Architect/Engineer and paid for by the Owner.The initial Application for Payment,the Application for Payment at time of Substantial Completion, and the final Application for Payment involve additional requirements. B. Payment-Application Times: The date for each progress payment will be scheduled approximately monthly and correspond to the meetings of the Owner's Board of Directors. The period covered by each Application for Payment starts on the day following the end of the preceding period and ends on the day prior to the current application. Applications for Payment shall be submitted to the Engineer in advance per the requirements of the General Conditions. C. Payment-Application Forms: Use attached contract forms for Applications for Payment. D. Application Preparation: Complete every entry on the form. Include notarization and execution by a person authorized to sign legal documents on behalf of the Lake Meridian Park Bathhouse Remodel Section 0102 70 Application for Payment Page 4 Contractor. The Engineer will return incomplete applications without action. Responsibility for delay of payment due to incomplete, inaccurate or incorrect forms shall be the Contractor's. 1. Entries shall match data on the Schedule of Values and the Contractor's Construction Schedule. Use updated schedules if revisions were made. 2. Include amounts of Board approved Change Orders issued prior to the last day of the construction period covered by the application. Show such amounts separately from other work already included in the Schedule of Values. E. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to the Engineer. All copies shall be complete, including waivers of lien and similar attachments. 1. Transmit each copy with a transmittal form listing attachments and recording appropriate information related to the application, in a manner acceptable to the Engineer. F. Waivers of Mechanics Lien: Submit waivers and certifications in accordance with the requirements stated in the General Conditions. G. Notarized Statement of Payment to Sub-Contractors: 1. All copies of all Applications for Payment,with the exception of the first, shall be accompanied by a written statement on the Contractor's letterhead stationary reading as follows: "This letter is to certify that all sub-contractors and suppliers have been paid to the degree of their interests as stated in the last Application for Payment submitted, withholding only the retainage applicable. Receipts listing the actual amount paid, signed by an officer of the business entity paid,are attached for all principal sub-contractors and suppliers. Said receipts also state and represent that all sub-sub-contractors, suppliers,wages,taxes and fringe benefits related to the sub-contract have been paid in full to the degree their interests were stated in the last Application for Payment." 2. Each statement shall be notarized over an original signature of an officer of the Contractor authorized to represent it in legal and financial matters. 3. After the first Application for Payment, no further Applications will be processed without the notarized statement and receipts concerning payment to sub-contractors. H. Initial Application for Payment: Administrative actions and submittals,that must precede or coincide with submittal of the first Application for Payment, include the following. Failure to submit any of the following is sufficient grounds to withhold processing of Application for Payment. Lake Meridian Park Bathhouse Remodel Section 0102 70 Application for Payment Page 5 1. List of subcontractors. 2. List of principal suppliers and fabricators. 3. Approved Schedule of Values. 4. Approved Contractor's Construction Schedule. 5. Schedule of principal products and submittals. 6. Schedule of unit prices. 7. List of Contractor's staff assignments. 8. Copies of any building permits, authorizations and licenses to be obtained by the Contractor from governing authorities for performance of the Work. 9. Certificates of insurance and insurance policies not previously required or filed. I. Final Payment Application: Administrative actions and submittals that must be submitted to the Owner through the Engineer prior to the time of Application for Payment at Final Completion are set forth below. See also the requirements of Section 0170 001.4. 1. Completion of Project closeout requirements as noted in Division 1 section, "Project Closeout". 2. Ensure that unsettled claims have been settled. 3. Signed receipt of transmittal of required Project construction records to the Owner. 4. Property survey if required by Contract Documents. 5. Removal of temporary facilities and services, if not previously accomplished. 6. Removal of surplus materials, rubbish, and similar elements. 7. Project Permit Drawings and related documents including copies of the signed off permit sheets. 8. All final submittals shall be submitted at the same time. Partial submittals will not be processed. END OF SECTION 0102 70 LAKE MERIDIAN BATHHOUSE SECTION 01 03 10 KENT,WASHINGTON BID ALTERNATES Page 1 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 —FINISHES AT ROOMS 102 AND 104 1. Base Bid: a. Existing floor and wall finishes to remain at rooms 102 and 104. b. Existing door at room 104 to remain 2. Add Alternate 1:At Room 102 and Room 104 a. Provide floor and wall finishes as indicated at Room 102 and Room 104. b. Demolish door and frame at room 104 and replace with door 104-A as scheduled. END OF SECTION 01 03 10 Lake Meridian Park Bathhouse Remodel Section 0104 00 Coordination Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and supervisory requirements necessary for coordinating construction operations including, but not necessarily limited to,the following: 1. General project coordination procedures. 2. Coordination Drawings. 3. Cleaning and protection. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Field Engineering" specifies procedures for field engineering services, including establishment of benchmarks and control points. 2. Division 1 Section "Project Meetings" for progress meetings, coordination meetings,and preinstallation conferences. 3. Division 1 Section "Schedules and Reports" for preparing and submitting the Contractor's Construction Schedule. 4. Division 1 Section "Project Closeout"for coordinating contract closeout. 1.3 COORDINATION A. Coordinate construction operations included in various Sections of these Specifications and in other Contract Documents to assure efficient and orderly installation of each part of the Work. Coordinate construction operations included under different Sections that depend on each other for proper installation, connection, and operation. 1. Schedule construction operations in the sequence required to obtain the best results where installation of one part of the Work depends on installation of other components, before or after its own installation. 2. Coordinate installation of different components to assure maximum accessibility for required maintenance,service, and repair. 3. Make provisions to accommodate items scheduled for later installation. Lake Meridian Park Bathhouse Remodel Section 0104 00 Coordination Page 2 4. At all times that Work is underway on the Project, the Contractor's superintendent or a fully knowledgeable and qualified foreman, shall be on the site to assure proper coordination of the Work. B. Where necessary, prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports,and attendance at meetings. 1. Prepare similar memoranda for the Owner and separate contractors where coordination of their work is required. C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities to avoid conflicts and assure orderly progress of the Work. Such administrative activities include, but are not limited to,the following: 1. Preparation of schedules. 2. Installation and removal of temporary facilities. 3. Delivery and processing of submittals. 4. Progress meetings. 5. All inspections. 6. Project closeout activities. PART 2 PRODUCTS—NOT USED PART 3 EXECUTION 3.1 GENERAL COORDINATION PROVISIONS A. Inspection of Conditions: Require the Installer of each major component to inspect both the substrate and conditions under which Work is to be performed. Do not proceed until unsatisfactory conditions have been corrected in an acceptable manner. B. Coordinate temporary enclosures with required inspections and tests to minimize the necessity of uncovering completed construction for that purpose. 3.2 CLEANING AND PROTECTION A. Clean and protect construction in progress and adjoining materials in place, during handling and installation. Apply protective covering where required to assure protection from damage or deterioration until Substantial Completion. Lake Meridian Park Bathhouse Remodel Section 0104 00 Coordination Page 3 B. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to assure operability without damaging effects. C. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging,or otherwise deleterious exposure during the construction period. END OF SECTION 0104 00 Lake Meridian Park Bathhouse Remodel Section 0104 50 Cutting&Patching Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 0& 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for all cutting and patching necessary to complete the Work. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Coordination" for procedures for coordinating cutting and patching with other construction activities. 2. Refer to other Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. 1.3 PLANNING/ENGINEERING A. Cutting and Patching Plan: Prepare a plan describing procedures well in advance of the time cutting and patching will be performed. Include the following information, as applicable, in the plan: 1. Describe the extent of cutting and patching required. Show how it will be performed and indicate why it cannot be avoided. 2. Describe anticipated results in terms of changes to existing construction. Include changes to structural elements and operating components as well as changes in the building's appearance and other significant visual elements. 3. List products to be used and firms or entities that will perform Work. 4. Indicate dates when cutting and patching will be performed. 5. Utilities: List utilities that cutting and patching procedures will disturb or affect. List utilities that will be relocated and those that will be temporarily out-of-service. Indicate how long service will be disrupted. 6. Where cutting and patching involves adding reinforcement to,or shoring of, structural elements, have details and calculations prepared by a licensed engineer showing integration of reinforcement with the original structure. 7. Planning and engineering of the Contractor's cutting and patching does not waive the Owner or Engineer's right to later require complete removal and replacement of unsatisfactory work. Lake Meridian Park Bathhouse Remodel Section 0104 50 Cutting&Patching Page 5 1.4 QUALITY ASSURANCE A. Operational Limitations: Do not cut and patch operating elements or related components in a manner that would result in reducing their capacity to perform as intended. Do not cut and patch operating elements or related components in a manner that would result in increased maintenance or decreased operational life or safety. B. Visual Requirements: Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in the Engineer's opinion, reduce the building's aesthetic qualities. Do not cut and patch construction in a manner that would result in visual evidence of cutting and patching. Remove and replace construction cut and patched in a visually unsatisfactory manner. 1.5 WARRANTY A. Existing Warranties: Replace, patch, and repair material and surfaces cut or damaged by methods and with materials in such a manner, and with certified specialists where required, so as not to void any warranties required or existing. PART 2 PRODUCTS 2.1 MATERIALS A. Use materials identical to existing materials. For exposed surfaces, use materials that visually match existing adjacent surfaces if identical materials are unavailable or cannot be used. If matching material is not available, replace entire surface, component or assembly so that patch is not visible. Use materials whose installed performance will equal or surpass that of existing materials. PART 3 EXECUTION 3.1 INSPECTION A. Examine surfaces to be cut and patched and conditions under which cutting and patching is to be performed before cutting. If unsafe or unsatisfactory conditions are encountered,take corrective action before proceeding and notify the Owner and Engineer. Lake Meridian Park Bathhouse Remodel Section 0104 50 Cutting&Patching Page 6 3.2 PREPARATION A. Temporary Support: Provide temporary support and bracing of work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent damage. Provide protection from adverse weather conditions for portions of the Project that might be exposed during cutting and patching operations. C. Avoid interference with use of adjoining areas or interruption of free passage to adjoining areas. 3.3 PERFORMANCE A. General: Employ skilled workmen to perform cutting and patching. Proceed with cutting and patching at the earliest feasible time and complete without delay. Where original work required specialists or used a specific trade,the same specialist and/or trade shall execute the cutting and patching unless another specialist/trade is better suited due to conditions present. Cut existing construction to provide for installation of other components or performance of other construction activities and the subsequent fitting and patching required to restore surfaces to their original condition. B. Cutting: Cut existing construction using methods least likely to damage elements retained or adjoining construction. Where possible, review proposed procedures with the original Installer; comply with the original Installer's recommendations. 1. In general,where cutting, use hand or small power tools designed for sawing or grinding, not hammering and chopping. Cut holes and slots as small as possible, neatly to size required, and with minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use. 2. To avoid marring existing finished surfaces, cut or drill from the exposed or finished side into concealed surfaces. Use conventional drills, not roto- hammers. 3. Comply with requirements of applicable Division 2 Sections where cutting and patching requires excavating and backfilling. 4. Where services are required to be removed, relocated, or abandoned, by-pass utility services,such as pipe or conduit, before cutting. Cut-off pipe or conduit in walls or partitions to be removed. Cap,valve, or plug and seal the remaining portion of pipe or conduit to prevent entrance of moisture or other foreign matter after by-passing and cutting. C. Patching: Patch with durable seams that are as invisible as possible. Comply with specified tolerances. 1. Where feasible, inspect and test patched areas to demonstrate integrity of the installation. Lake Meridian Park Bathhouse Remodel Section 0104 50 Cutting&Patching Page 7 2. Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate evidence of patching and refinishing. 3.4 CLEANING A. Clean areas and spaces where cutting and patching are performed. Completely remove paint, mortar, solder, oils, putty, sealant and similar items. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original condition. END OF SECTION 0104 50 Lake Meridian Park Bathhouse Remodel Section 0105 00 Field Engineering Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract,including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. General: This Section specifies administrative and procedural requirements for field-engineering services including, but not limited to land survey and construction layout work. PART 2 PRODUCTS—NOT USED PART 3 EXECUTION 3.1 EXAMINATION A. Identification: The documents will identify existing control points and property line corner stakes where known. Where not so identified in the documents,Surveyor to locate and identify. B. Verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks, before proceeding to lay out the Work. Locate and protect existing benchmarks and control points. Preserve permanent reference points during construction. 1. Do not change or relocate benchmarks or control points without prior written approval. Promptly report lost or destroyed reference points or requirements to relocate reference points because of necessary changes in grades or locations. 2. Promptly replace lost or destroyed Project control points. Base replacements on the original survey control points. C. Establish and maintain the number of permanent benchmarks on the site as required by the Work, but not less than 2, referenced to data established by survey control points. 1. Record benchmark locations,with horizontal and vertical data, on Project Record Documents. Lake Meridian Park Bathhouse Remodel Section 0105 00 Field Engineering Page 2 D. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction. 1. Prior to construction, verify the location and invert elevation at points of connection of sanitary sewer, storm sewer, and water-service piping. 3.2 PERFORMANCE A. Work from lines and levels established by the property survey. Establish benchmarks and markers to set lines and levels at each story of construction and elsewhere as needed to locate each element of the Project. Calculate and measure required dimensions within indicated or recognized tolerances. Do not scale Drawings to determine dimensions. 1. Advise entities engaged in construction activities of marked lines and levels provided for their use. 2. As construction proceeds, check every major element for line, level, and plumb. B. Surveyor's Log: Maintain a surveyor's log of control and other survey work. Make this log legible and available for reference. 1. Record deviations from required lines and levels,and advise the Engineer when deviations that exceed indicated or recognized tolerances are detected. On Project Record Drawings, record deviations that are accepted and not corrected. C. Site Improvements: Locate and lay out site improvements, including pavements, stakes for grading,fill and topsoil placement, utility slopes, and invert elevations. D. Existing Utilities: Furnish information necessary to adjust, move, protect or relocate existing structures, utility poles, lines, services,or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction. END OF SECTION 0105 00 Lake Meridian Park Bathhouse Remodel Section 0110 00 Special Conditions Page 1 1.1 STANDARD SPECIFICATIONS ®ULATIONS A. All sections of the standard specifications applicable to any and all parts of this project shall govern, except as specifically modified in these contract documents. 1. City of Kent standards 2. Washington State Department of Ecology standards 3. The Standard Specifications for Municipal Public Works Construction, latest edition 4. American Society for Testing& Materials(ASTM) B. Perform all work in full accordance and conformity with the current requirements of all applicable codes and regulatory agencies. Some governing codes, regulations and jurisdictions are listed here for convenience since they commonly hold sway over construction projects.Therefore,the contractor shall be familiar with, and responsive to the requirements of: 1. ICBO Uniform Building code 2. Washington State Building code Advisory Council Regulation for Barrier-free Facilities(Rev.Aug. 1993) 3. State of Washington Board of Health Rules and Regulations 4. City of Kent 5. King County 6. Local Air Pollution Control Agency and/or State of Washington Dept. of Ecology 7. Department of Labor and Industries regulations 8. WISHA 9. Other codes and agencies particular to each unique aspect of the work 1.2 CONTRACT DOCUMENTS A. Legal and Procedural Documents B. Performance Bond C. Insurance Certificates D. General Conditions E. Summary of Work and Special Conditions F. Technical Provisions G. Drawings Lake Meridian Park Bathhouse Remodel Section 0110 00 Special Conditions Page 2 1.3 DRAWINGS A. The official drawings for this project are shown on the drawings which bear the title "Lake Meridian Bathhouse Remodel" 1.4 EXAMINATION OF DOCUMENTS AND THE SITE A. Contractor represents that he has carefully examined all contract documents and site conditions including ingress and egress routes and understands the character, quality, and quantity of work called for and all conditions of the contract. Contractor shall carefully compare and check all documents for omissions and discrepancies. This coordination shall precede each phase of the work and omissions and discrepancies shall be reported promptly to the Engineer. B. The Contractor shall field measure each of the field areas to confirm the dimensions of the existing field areas prior to shop drawing preparation and turf manufacturing. C. Where conflicts have not been brought to Engineer's attention, it is understood Contractor has assumed the more costly method or methods of performing the work affected by such conflict. In addition, if the Contractor performs any construction activity and if Contractor knows or should have known that any of the contract documents contains a recognized error, inconsistency or omission,the Contractor shall be responsible for such performance and shall bear the cost for correction thereof. 1.5 COORDINATION AND PRECAUTIONS A. Coordination:The Contractor and all subcontractors shall diligently comply with the following requirements: 1. Cooperate in planning and layout of the work well in advance of operations. 2. Inform other Contractors of requirements at proper time to prevent delay or revisions. 3. Be informed on the requirements of other Contractors and check own work for conflict with the work of other Contractors. 4. Ensure delivery of materials and performance of work on coordinated schedule with other Contractors. Lake Meridian Park Bathhouse Remodel Section 0110 00 Special Conditions Page 3 B. Mutual Responsibility:While there is more than one contractor engaged on the project,each such contractor shall be responsible to the other for damages to work, injury to any person or persons, or for any loss, cost, claims or damages arising out of or in connection with the work required by each contract with the Owner or any loss,cost,expense or damage caused by separate contractor's neglect or failure to finish or satisfactorily complete his part of the work within the time prescribed. C. Precautions: 1. TAKE EXTRA PRECAUTIONS to protect the users of the portions of the site that are to remain occupied. 2. TAKE SPECIAL CARE in the removal of items that are to be relocated or salvaged. Any damage to items to be relocated shall be repaired or replaced as directed by the Engineer at no expense to the Owner. 3. TAKE EXTRA PRECAUTIONS to protect workmen, public, and employees from hazards of constructions,storage,electricity,etc. 4. MAINTAIN ACCESS TO the existing occupied portions of the site throughout construction. Where access cannot be maintained due to the work involved, such work shall be scheduled during times approved by the Owner. 5. Materials and equipment furnished and installed shall be manufactured, fabricated, or constructed to meet the safety requirements of all State of Washington Department of Labor and Industries Safety Division Codes 6. Follow all printed or oral instructions and diagrams of the manufacturer of products or equipment for application, installation, connection, erection, use, cleaning,and conditioning of all materials, articles and equipment. Specifications in conflict with manufacturers' instructions shall be called to the attention of the Engineer for final direction. 1.6 PROJECT SUPERINTENDENT A. The Contractor shall designate an individual (superintendent)within their organization who will have the full-time on-site responsibility for the proper coordination and execution of the work throughout the duration of the contract. The superintendent shall be onsite during all construction activity except as approved by the Engineer. B. The superintendent shall be thoroughly experienced in the class of work specified. The superintendent shall have authority to make decisions for the Contractor and the superintendent's actions shall be binding on the Contractor. The designated superintendent shall be approved by the Owner and the Engineer. The Owner and the Engineer shall have the right to require the Contractor to dismiss from the project any superintendent whose Lake Meridian Park Bathhouse Remodel Section 0110 00 Special Conditions Page 4 performance is not satisfactory to the Owner and the Engineer, and to replace such superintendent with a superintendent satisfactory to the Owner and the Engineer. 1.7 QUALITY CONTROL AND TESTING A. The Owner will be performing testing and certifying compliance with the contract documents. The Owner's testing is for the purpose of verifying compliance and not as a guide for the Contractor. The Contractor shall provide his own testing and surveillance as required to provide materials and work that fully comply with contract requirements. B. The Contractor at a price equal to the Owner's contract testing agreement shall pay for tests performed that do not meet specifications. The Contractor shall pay directly to the testing organization upon invoice that has been approved by the Engineer. C. Refer to individual sections of the technical provisions for further testing and quality control requirements. 1.8 WORK CERTIFICATION A. When proceeding with the work, the Engineer prior to proceeding with the next portion must certify the various stages of completion. B. Certification does not imply final acceptance. The Contractor is responsible for maintaining the satisfactory condition of and makes necessary adjustments and corrections to all of the work so as to achieve an acceptable completed installation. End of Section 0110 00 Lake Meridian Park Bathhouse Remodel Section 0120 00 Project Meetings Page 1 PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 0 and 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for project meetings, including, but not limited to,the following: 1. Pre-construction conferences. 2. Pre-installation conferences. 3. Progress meetings. 4. Coordination meetings. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Coordination" for procedures for coordinating project meetings with other construction activities. 2. Division 1 Section "Submittals"for submitting the Contractor's Construction Schedule. 3. Technical Specification Sections requiring preconstruction,coordination or pre-installation meetings. C. Recording:The Owner has the right to record all events and actions related to the Work by the most convenient means necessary. Such recording may include, but is not limited to,the electronic collection of voice and images by tape recorders, videography and electronic or standard camera. Such recording may occur at any time and at any location where Work, including component storage, manufacture or fabrication,or meetings related to the project are occurring, on or off the site. This right shall be included in all sub-contractor and supplier agreements with the Contractor. 1.3 PRECONSTRUCTION CONFERENCE A. The Owner will schedule a preconstruction conference before the start of construction, at a time convenient to the Owner,Contractor and the Engineer, but no later than 15 days after execution of the Agreement. The conference will be held at the Project Site or another convenient location. The meeting shall be conducted to review responsibilities and personnel assignments. Lake Meridian Park Bathhouse Remodel Section 0120 00 Project Meetings Page 2 B. Attendees: Authorized representatives of the Owner, Engineer, and their consultants; the Contractor and its superintendent; major subcontractors; manufacturers; suppliers; and other concerned parties shall attend the conference. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work. C. Agenda: Discuss items of significance that could affect progress, including the following: 1. Outstanding Contract issues, if any, to include the Contract, Bonds, Insurance or other requirements. 2. Designation of responsible personnel to include representative(s) of the Owner;the Engineer; Contractor's project manager and superintendent; major sub-contractors and Owner's on-site staff/occupant representative. 3. Tentative construction schedule. 4. Critical work sequencing. 5. Review of concurrent work by Owner or others. 6. Status of outstanding Permits. 7. Coordination issues relative to on-going Owner occupancy and site use, if any. 8. Coordination issues relative to maintaining good neighborhood relations and achieving noise, storm water run-off and dust control. 9. Procedures and routing of communications for processing field decisions and Change Orders. 10. Procedures and routing of communications for processing Applications for Payment. 11. Distribution of Contract Documents. 12. Procedures and routing of communications for Shop Drawings, Product Data, and Samples. 13. Special Inspections,Testing and Quality Control. 14. Preparation of record documents including daily logs. 15. Use of the premises. 16. Establishment of regular progress meeting schedule. 17. Site access and parking availability. 18. On-site office, work, and storage areas. 19. Equipment deliveries and priorities. 20. Safety procedures. 21. Security. 22. Housekeeping and sanitary facilities. 23. Working hours. 24. Review of Contract Documents and outstanding questions related thereto. 25. Review of Owner furnished items. Lake Meridian Park Bathhouse Remodel Section 0120 00 Project Meetings Page 3 1.4 PREINSTALLATION CONFERENCES A. Conduct a pre-installation conference at the Project Site before each construction activity that requires coordination with other construction, or where specifically noted in the Contract Documents. B. Attendees: The Installer and representatives of manufacturers,sub-contractors, Contractor, Owner's representative and Owner's special inspector involved in or affected by the installation, and its coordination or integration with other materials and installations that have preceded or will follow, shall attend the meeting. Advise the Engineer of scheduled meeting dates. 1. Review the progress of other construction activities and preparations for the particular activity under consideration at each preinstallation conference, including requirements for the following: a. Contract Documents. b. Deliveries. c. Shop Drawings, Product Data, and quality-control samples. d. Possible conflicts. e. Time schedules. f. Weather limitations. g. Manufacturer's recommendations. h. Acceptability of substrates. i. Temporary facilities. j. Space and access limitations. k. Safety. I. Inspecting and testing requirements. m. Protection. 2. Meetings shall be held on-site. Record significant discussions and agreements and disagreements of each conference,and the approved schedule. Distribute the record of the meeting to everyone concerned, including the Owner and the Engineer within two days. 3. Do not proceed with the installation if the conference cannot be successfully concluded. Initiate whatever actions are necessary to resolve impediments to performance of Work and reconvene the conference at the earliest feasible date. 1.5 PROGRESS MEETINGS A. Conduct progress meetings at the Project Site on a weekly basis. The schedule of the meetings shall be established by mutual consent of the Owner, Engineer and Contractor. No changes to said schedule shall be made without mutual consent of Lake Meridian Park Bathhouse Remodel Section 0120 00 Project Meetings Page 4 the same parties. Coordinate dates of meetings with preparation of the payment request. B. Attendees: In addition to representatives of the Owner and the Engineer,each subcontractor,supplier,special inspector or other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented at these meetings. All participants at the conference shall be familiar with the Project and authorized to conclude matters relating to the Work. C. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the status of the Project. 1. Contractor's Construction Schedule: Review progress since the last meeting. Distribute Contractor's two week look ahead schedule. Determine where each activity is in relation to the Contractor's Schedule,whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether schedule revisions are required to insure that current and subsequent activities will be completed within the Contract Time. 2. Review unresolved issues previously discussed or reported. (Old Business). 3. Review the present and future needs (New Business)of each entity present, including, but not limited to,the following: a. Interface requirements. b. Time. c. Sequences. d. Status of submittals. e. Status of Requests for Information e. Deliveries. f. Off-site fabrication or delivery problems. g. Access. h. Site utilization. i. Temporary facilities and services. j. Hours of work. k. Hazards and risks. I. Housekeeping. m. Quality and work standards. n. Status of Field Directives and Change Orders. o. Documentation of information for payment requests. p. Problems from or affecting Occupants. q. Problems from or affecting neighbors. D. Reporting: The Engineer shall, no later than 7 days after each meeting, distribute minutes of the meeting to each party present and to parties who should have been Lake Meridian Park Bathhouse Remodel Section 0120 00 Project Meetings Page 5 present. Include a brief summary, in narrative form, of progress since the previous meeting and report. 1. Schedule Updating: Revise the Contractor's Construction Schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule by the next meeting. END OF SECTION 0120 00 F Lake Meridian Park Bathhouse Remodel Section 0130 CO Submittals Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Contract Time and Sequence B. Summary of Work C. Application for Payment D. Change Order Procedures E. Project Meetings F. Quality Control G. Products and Substitutions H. Contract Closeout 1.2 REQUIREMENTS A. General Conditions of the Contract govern.Augmented details include but are not limited to the following: 1. Construction Schedules 2. Schedule of Values 3. Shop Drawings, Product Data, and Samples 4. Material Safety Data Sheets (MSDS) 5. List of Subcontractors 6. Manufacturer's Certificates B. List of 24-hour emergency telephone numbers for all trades associated with the project,and a means of contacting job responsible personnel in an emergency. 1.3 CONSTRUCTION SCHEDULES A. Submit an initial Schedule to the Owner and Engineer at the Pre-Construction Meeting. B. Form of Schedule: As approved by the Owner 1. Activities shall include the purchasing of long lead items,shop drawing review and approval,and other pertinent activities as well as actual construction F Lake Meridian Park Bathhouse Remodel Section 0130 CO Submittals Page 2 activity. Since payment will be tied to the completion of planned activities, the description to those activities must provide enough detail to allow the Engineer to match the actual work performed with a unique and definite activity on the schedule. 2. For each activity indicate the duration in work days,the trade or subcontractor involved, equipment, location of work, and the dollar value of the activity. 3. The dollar value assigned to each activity shall be reasonable and based on the amount of labor, materials, and equipment involved.When added together the dollar value of all activities shall equal the contract price. 4. The Project critical path shall be clearly identified on the approved form of schedule. C. Scheduling of the work sequence shall be the responsibility of the Contractor and by this provision,the Owner is not deemed to approve the project schedule sequence of work. D. The Contractor shall analyze and reconcile with the Engineer the actual construction progress at the time of each request for payment and the Contractor's monthly application for payments will be judged on the basis of his progress in relation to the dates shown on the schedule. Should the Contractor fail to provide the required schedule prior to the first request,the Owner will withhold payment until such time as the Contractor complies with the requirement. 1.4 SCHEDULE OF VALUES A. Submit typed schedule on form, submit at the pre-construction conference. Contractor's standard form or media-driven printout will be considered on request by the Owner. B. Revise schedule to list Change Orders,for each application for payment. 1.5 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES A. The Contractual requirements for shop drawings, product data, and samples are specified. Submit one electronic copy in PDF format for Engineer approval. B. Shop Drawings: submit Shop Drawings for fabricated and other work, as required by Specifications and Drawings. Fabricate no work until Shop Drawings have been accepted. 1. Show by whom materials, items,work, and installation are supplied, performed, or installed. Designate every item, material article, and the like, of installations. DO NOT use the expression "by others". F Lake Meridian Park Bathhouse Remodel Section 0130 00 Submittals Page 3 2. Shop Drawings will not be reviewed without the General Contractor's signed review stamp affixed. It is the General Contractor's responsibility to verify dimensions and verify the number of each item required to complete the Work. 3. If Shop Drawings show variations from Contract requirements because of standard shop practices or other reason, make specific mention of such variations in your transmittal. a. If indicated departures affect a correlated function, item, article, work, installation or construction of other trades, make note of it in your transmittal. If extra cost is involved in related changes,you assume all such costs. C. Product Data:submit one (1) electronic copy in PDF format unless otherwise requested. Mark each copy to identify applicable products, models, options, and other data; supplement manufacturers' standard data to provide information unique to the Work. Include manufacturers' installation instructions when required by the Specification section. D. MSDS: For each and any chemical which is known to be present in the workplace, submit Materials Safety Data sheets(MSDS). 1. Attach to each copy of product data above and submit one extra copy for Engineer's use. 2. Copies submitted to Engineer are for Engineer's information and use and will not be reviewed for completeness or appropriateness on project site. E. Samples: 1. Submit full range of manufacturer's colors,textures, and patterns for Engineer's selection prior to ordering. 2. Samples are required to illustrate product's functional characteristics with integral parts and attachment devices. Coordinate submittal of different categories for interfacing work. 3. Include identification on each sample,giving full information. 4. Provide field finishes at Project as required by individual specification section. Install sample complete and finished.Acceptable finishes in place may be retained in completed Work. 1.6 LIST OF PROPOSED SUBCONTRACTORS A. Submit for Engineer's approval, at the pre-construction meeting, a list of proposed subcontractors and suppliers who shall install,or furnish and install work in the Project. F Lake Meridian Park Bathhouse Remodel Section 0130 00 Submittals Page 4 1.7 PREVAILING WAGES A. All submittals to comply with the General Conditions and State of Washington wage laws and regulations. 1.8 WARRANTIES A. Submit upon completion of the project Warranties specified. 1.9 ENGINEER'S REVIEW RESPONSIBILITIES A. Engineer shall review only for general conformance and compliance with Project design concept and Contract Documents. Any action shown is subject to Contract Document requirements. Contractor responsible for dimensions(confirm and correlate at job site); fabrication processes; construction techniques; quantities, space requirements, coordination of work with that of all other trades; union jurisdiction, infringements of patent rights, possible cause of injury to persons or property;satisfactory performance of the Work, and the like. B. Engineer's review of separate items does not constitute review of assembly in which it functions. END OF SECTION 0130 00 Lake Meridian Park Bathhouse Remodel Section 013110 Schedules&Reports Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for schedules and reports required for proper performance of the Work, including: 1. Contractor's construction schedule. 2. Two week look ahead bar chart schedules. 3. Daily construction reports. 4. Field correction reports. 5. Special reports. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Applications for Payment"specifies requirements for submittal of the Schedule of Values. 2. Division 1 Section "Project Meetings" specifies requirements for submittal and distribution of meeting and conference minutes. 3. Division 1 Section "Quality Control" specifies requirements for submittal of inspection and test reports. 4. Division 1 Section "Materials and Equipment" specifies requirements for submittal of the list of products. 1.3 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of schedules and reports with performance of other construction activities; all sub-contractors; suppliers and fabricators;the Owner and Engineer. 1.4 CONTRACTOR'S CONSTRUCTION SCHEDULE A. Schedule: Submit four copies of a schedule within 15 days of the Notice to Proceed to the Engineer. For ease of analysis, computer color coded and color printed schedules are preferred. 1. Provide a separate time bar for each significant construction activity. As a minimum,follow the Table of Contents of the Project Manual (this Lake Meridian Park Bathhouse Remodel Section 013110 Schedules&Reports Page 2 specification book) and further subdivide as necessary to properly track all significant work activity. Use the specification Section numbers and Titles as a standard. 2. Provide a continuous vertical line to identify the first working day of each week. 3. Prepare the schedule on a sheet, or series of sheets, of sufficient width to show data for the entire construction period. Minimum size shall be as necessary to produce an easily legible document. 4. Secure time commitments for performing critical elements of the Work from parties involved. Coordinate each element on schedule with other construction activities. Include minor elements involved in the overall sequence of the Work. Show each activity in proper sequence. Indicate graphically the sequences necessary for completion of related portions of the Work. 5. Indicate completion in advance of the date established for Substantial Completion. Indicate Substantial Completion on the schedule to allow time for the Engineer's administrative procedures necessary for certification of Substantial Completion. 6. No Application for Payment will be reviewed nor payment made, beyond the initial mobilization payment, if the complete Schedule has not been submitted and approved or is not up to date. The complete schedule must be reviewed and approved in writing by the Owner and Engineer before becoming part of the Contract. The approved Schedule will be a tool for the Engineer and Owner to evaluate project progress, allocate funds and assess the reasonableness of Application for Payment amounts and Owner's disbursements related thereto. B. Work Stages: Use crosshatched bars or other acceptable highlighting to indicate important stages of construction for each major portion of the Work. C. Distribution: Following response to the initial submittal, print and distribute four copies to the Engineer. Provide copies to subcontractors and other parties required to comply with scheduled dates. Post copies in the Project meeting room and temporary field office.When revisions are made, distribute in the same numbers to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in construction activities. D. Schedule Updating: Revise the schedule after each meeting, event,or activity where revisions have been recognized or made and where mutually agreed upon by the Owner and Engineers. Issue the updated schedule within seven days of the agreement for the revisions. Lake Meridian Park Bathhouse Remodel Section 013110 Schedules&Reports Page 3 1. If the overall schedule falls more than one week behind schedule the Contractor shall immediately prepare a written explanation of the delay and proposed course of action, including specifics of manpower, scheduling, use of premium time, etc.to bring the project back onto the original schedule or a new schedule that reaches the same date of Substantial Completion. 2. Revised schedules shall show actual start/stop/completion dates overlaid with original planned dates. 1.5 TWO WEEK LOOK AHEAD SCHEDULE A. Each week the Contractor shall prepare and present a bar chart type schedule showing the planned activities for the next two weeks. The time bars shall be coordinated with the activities list. Unless otherwise directed by the Owner,this schedule shall be presented at the weekly meeting by the Contractor. 1. Provide four copies to the Engineer at the time of the weekly Progress Meeting. 2. Format shall be 11" by 17" or larger as necessaryto be easily legible. If hand drawn, all graphics and text shall be clear to all recipients. 1.6 REPORTS A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at the site. Submit duplicate copies to the Engineer and the Owner, or the Owner's Clerk of the Works if the Owner so designates, at weekly intervals: 1. List of subcontractors at the site. 2. Count of personnel at the site by trade and man-hours per day. 3. Actual work accomplished broken down by trade. 4. General weather conditions. 5. Accidents. 6. Meetings and significant decisions. 7. Unusual events (refer to special reports). 8. Stoppages, delays,shortages, and losses. 9. Inspections and tests performed and their results, if known. 10. Orders and requests of governing authorities. 11. Services connected, disconnected. PART 2 PRODUCTS—NOT USED PART 3 EXECUTION—NOT USED END OF SECTION 013110 Lake Meridian Park Bathhouse Remodel Section 0134 00 Shop Drawings Page 4 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for submittal of Shop Drawings, Product Data and Samples, as required in the technical specifications. B. Administrative Submittals: Refer to other Division 1 Sections and other Contract Documents for requirements for administrative submittals. Such submittals include, but are not limited to, the following: 1. Permits. 2. Applications for payment. 3. Performance and payment bonds. 4. Insurance certificates. 5. Listing of subcontractors. C. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Coordination"specifies requirements governing preparation and submittal of required Coordination Drawings. 2. Division 1 Section "Schedules and Reports" specifies requirements for submittal of required schedules and reports, including the Submittal Schedule. 3. Division 1 Section "Quality Control" specifies requirements for submittal of inspection and test reports and the erection of mockups. 4. Division 1 Section "Project Closeout"specifies requirements for submittal of Project Record Documents, including copies of final Shop Drawings, at project closeout. 1.3 DEFINITIONS A. Coordination Drawings show the relationship and integration of different construction elements that require careful coordination during fabrication or installation to fit in the space provided or to function as intended. Lake Meridian Park Bathhouse Remodel Section 0134 00 Shop Drawings Page 5 1.4 SUBMITTAL PROCEDURES A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Transmit each submittal to the Engineer sufficiently in advance of scheduled performance of related construction activities to allow for review, re-submittals and avoid delay. B. Processing Time: To avoid the need to delay installation as a result of the time required to process submittals, allow sufficient time for submittal review,including time for re-submittals. Allow 14 days for the initial review of each submittal when only the Engineer must review. Allow additional time if the Engineer must delay processing to permit coordination with subsequent submittals. The Engineer will advise the Contractor when a submittal being processed must be delayed for coordination. No extension of Contract Time will be authorized due to delays caused by the Contractor's failure to transmit submittals to the Engineer sufficiently in advance of the Work to permit timely processing. Deficiencies in the submittals and any delays related thereto are solely the responsibility of the Contractor.The Owner and Engineer make no guarantee for turnaround time when submittals involve the input, review or other action by the authority having jurisdiction or other entities and agencies over which the Owner has no control or authority. C. Submittal Preparation: Place a permanent label or title block on each submittal for identification. 1. Indicate name, address,telephone number, fax number and responsible contact person of the firm or entity that prepared each submittal on the label or title block. 2. Provide a dedicated space approximately 4 by 5 inches(100 by 125 mm)on the label or beside the title block to record the review markings and the action taken by the Engineer. 3. Include the following information on the label for processing and recording action taken. a. Project name. b. Original date. c. Name and telephone number of the supplier. d. Name and telephone number of the manufacturer. e. Number and title of appropriate Specification Section. f. Drawing number and detail references, as appropriate. Lake Meridian Park Bathhouse Remodel Section 0134 00 Shop Drawings Page 6 D. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each submittal from the Contractor to the Engineer and to other destinations by use of a copy of the transmittal form included at the end of this section. The Engineer will return without comment or action submittals received from sources other than the Contractor or submittals that do not have the Contractor's stamp of review for conformance to the Contract Documents. 1.5 SHOP DRAWINGS A. Submit newly prepared information, drawn accurately to scale. Do not reproduce Contract Documents or copy standard printed information as the basis of Shop Drawings. 1. Include the following information on Shop Drawings: a. Dimensions. b. Identification of products and materials included and their finishes. c. Notation of dimensions established by field measurement. 2. Highlight, encircle, or otherwise indicate deviations from the Contract Documents on the Shop Drawings. 3. Do not allow Shop Drawing copies that do not contain an appropriate final stamp or other marking indicating the action taken by the Engineer to be used in construction. 1.6 PRODUCT DATA A. Collect Product Data into a single submittal for each element of construction or system. Mark each copy to show which choices and options are applicable to the Project. 1. Where Product Data includes information on several similar products, some of which are not required for use on the Project, mark copies clearly to indicate which products are applicable. Product Data submitted with multiple product Lake Meridian Park Bathhouse Remodel Section 0134 00 Shop Drawings Page 7 information and not clearly marked as too which is the submitted product will be returned without action. 2. Do not submit Product Data until compliance with requirements of the Contract Documents has been confirmed and the submittal is so stamped by the Contractor's with notation of review for conformance to the Contract Documents. B. Submittals: Submit 6 copies of each required Product Data submittal. Submit additional copies as required for maintenance manuals or extra distribution. The Engineer, Owner and each relevant consultant will retain a copy each. The remainder will be returned marked with the action taken and corrections or modifications required. 1. Unless the Engineer observes noncompliance with provisions of the Contract Documents,the submittal may serve as the final submittal. 2. Where product data sheet(s) do not have a 4 by 5 inch clear space for Engineer stamp and review comments, provide a staple attached clean white sheet of paper for this purpose. Such sheet shall have the typed or neatly hand printed name of the product and the specification section to which it is relevant. 1.7 ENGINEER'S ACTION A. Except for submittals for the record or for information, where action and return of submittals is required,the Engineer will review each submittal, mark to indicate the action taken,and return. Compliance with specified characteristics is the Contractor's responsibility and not considered part of the Engineer's review and indication of action taken. B. Action Stamp: The Engineer will stamp each submittal with a uniform, action stamp. The Engineer will mark the stamp appropriately to indicate the action taken, as follows: 1. Final Unrestricted Release: Where submittals are marked "No Exception Taken,"the Work covered by the submittal may proceed provided it complies with requirements of the Contract Documents. Final acceptance will depend on that compliance. 2. Final-but-Restricted Release: When submittals are marked "See Consultant Comments" or"Note Markings on Drawing/Resubmission Not Required",the Work covered by the submittal may proceed provided it complies with both the Engineers notations or corrections on the submittal and requirements of the Contract Documents. Final acceptance will depend on that compliance. 3. Returned for Resubmittal: When submittal is marked "Revise and Resubmit," do not proceed with the Work covered by the submittal, including purchasing, fabrication, delivery,or other activity. Revise or prepare a new submittal Lake Meridian Park Bathhouse Remodel Section 0134 00 Shop Drawings Page 8 according to the Engineer's notations. Resubmit without delay. Repeat if necessary to obtain a different action mark. Do not permit submittals marked "Revise and Resubmit"to be used at the Project Site or elsewhere where construction is in progress. 4. Rejected: When submittal is marked "Rejected," do not proceed with the Work covered by the submittal, including purchasing,fabrication,delivery,or other activity. Do not revise this submittal as it is substantively unacceptable for the intended purpose or is otherwise out of conformance with Contract Documents. Prepare a new submittal according to the Engineer's notations and in conformance with the Contract Documents. Provide an appropriate and correct submittal without delay. Do not permit submittals marked "Rejected"to be used at the Project Site or elsewhere where construction is in progress. 5. Other Action: Where a submittal is primarily for information or record purposes or for special processing or other contractor activity, the submittal will be returned, marked "Action Not Required." END OF SECTION 0134 00 Lake Meridian Park Bathhouse Remodel Section 0140 00 Quality Control Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes administrative and procedural requirements for quality- control services. B. Quality-control services include inspections,tests,and related actions, including reports performed by Contractor, by independent agencies,and by governing authorities. They do not include contract enforcement activities performed by Engineer. C. Inspection and testing services are required to verify compliance with requirements specified or indicated. These services do not relieve Contractor of responsibility for compliance with Contract Document requirements. D. Requirements of this Section relate to customized fabrication and installation procedures, not production of standard products. 1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those Sections may also cover production of standard products. 2. Specified inspections,tests, and related actions do not limit Contractor's quality-control procedures that facilitate compliance with Contract Document requirements. 3. Requirements for Contractor to provide quality-control services required by Engineer, Owner, or authorities having jurisdiction are not limited by provisions of this Section. E. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 1 Section "Cutting and Patching" specifies requirements for repair and restoration of construction disturbed by inspection and testing activities. 1.3 RESPONSIBILITIES A. Contractor Responsibilities: Unless otherwise indicated as the responsibility of another identified entity, Contractor shall provide inspections,tests, and other Lake Meridian Park Bathhouse Remodel Section 0140 00 Quality Control Page 2 quality-control services specified elsewhere in the Contract Documents and required by authorities having jurisdiction. 1. Where individual Sections specifically indicate that certain inspections, tests, and other quality-control services are the Owner's responsibility, the Owner will employ and pay a qualified independent testing agency to perform those services. 2. The Owner reserves the right to employ independent inspectors and observers for any and all aspects of the Work. These inspectors and observers may be assigned or reassigned at any time during the Project. Items of the Work frequently subject to Owner's special inspection include, but are not limited to: a. Earthwork&Soil Compaction b. Imported Granular Materials c. Asphaltic Concrete Paving d. Concrete and Reinforcing Steel (Site &pre-cast shop, if any) B. Retesting: The Contractor is responsible for retesting where results of inspections, tests, or other quality-control services prove unsatisfactory and indicate noncompliance with Contract Document requirements, regardless of whether the original test was Contractor's responsibility. 1. The cost and time of retesting construction, revised or replaced by the Contractor, is the Contractor's responsibility where required tests performed on original construction indicated noncompliance with Contract Document requirements. C. Associated Services: Cooperate with agencies performing required inspections, tests, and similar services, and provide reasonable auxiliary services as requested. Notify the agency sufficiently in advance of operations to permit assignment of personnel. Auxiliary services required include, but are not limited to,the following: 1. Provide access to the Work. 2. Furnish incidental labor and facilities necessary to facilitate inspections and tests. 3. Take adequate quantities of representative samples of materials that require testing or assist the agency in taking samples. 4. Provide facilities for protective storage and curing of test samples. 5. Deliver samples to testing laboratories. 6. Provide the agency with a preliminary design mix proposed for use for materials mixes that require control by the testing agency. 7. Provide security and protection of samples and test equipment at the Project Site. Lake Meridian Park Bathhouse Remodel Section 0140 00 Quality Control Page 3 D. Duties of the Testing Agency: The independent agency engaged to perform inspections, sampling, and testing of materials and construction specified in individual Sections shall cooperate with the Engineer and the Contractor in performance of the agency's duties. The testing agency shall provide qualified personnel to perform required inspections and tests. 1. The agency shall perform whatever inspections,tests and sampling is necessary to reasonably ensure that the Work is in conformance with the Contract Documents, industry standards and requirements of the authority having jurisdiction, whichever is the most stringent. Inspection and testing methods shall be of the highest quality in conformance with appropriate recognized standards such as those published by ACI,ASTM,ANSI, ICBO,etc.; as specified in the technical Sections of this manual and as required by the authority having jurisdiction. 2. The agency shall notify the Engineer and the Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. Notification shall consist of direct verbal conversation in person or by telephone within one hour of detection of the deficiency. Copies of draft field notes shall be left at the site with the Contractor and the Clerk of the Works, if any. Copies of the same shall be faxed to the Engineer within two hours. A more formal typewritten and neatly printed report shall be delivered or faxed to all parties noted above within 48 hours. A final fully reviewed and edited report shall be delivered to all parties within five working days. 3. The agency is not authorized to release, revoke,alter,or enlarge requirements of the Contract Documents or approve or accept any portion of the Work. 4. The agency shall not perform any duties of the Contractor. E. Coordination: Coordinate the sequence of activities to accommodate required services with a minimum of delay. Coordinate activities to avoid the necessity of removing and replacing construction to accommodate inspections and tests. 1. The Contractor is responsible for scheduling times for inspections,tests, taking samples, and similar activities. F. Notification: The Contract is responsible for scheduling times for all inspections, tests,taking samples and similar activities. 1. Notify Owner's Representative at least 48 hours in advance before inspection will be required. 2. Notify testing laboratory sufficiently in advance of operations (not less than 48 hours)to allow for laboratory assignment of personnel and scheduling of tests. 3. Contractor shall be responsible for costs incurred when testing agency is notified for services but work is not ready or complete for inspection, testing, taking samples, and/or similar activities. Lake Meridian Park Bathhouse Remodel Section 0140 00 Quality Control Page 4 1.4 SUBMITTALS A. Unless the Contractor is responsible for this service,the independent testing agency shall submit a certified written report, in duplicate, of each inspection,test, or similar service to the Engineer with copies to the Owner and Contractor. If the Contractor is responsible for the service, submit a certified written report, in duplicate, of each inspection,test, or similar service through the Contractor. 1. Submit additional copies of each written report directly to the governing authority,when the authority so directs. 2. Report Data: Written reports of each inspection,test,or similar service include, but are not limited to, the following: a. Date of issue. b. Project title, address and number. c. Name, address, and telephone number of testing agency. d. Dates and locations of samples and tests or inspections. e. Names of individuals making the inspection or test. f. Designation of the Work and test method. g. Identification of product and Specification Section. h. Complete inspection or test data. i. Test results and an interpretation of test results. j. Ambient conditions at the time of sample taking and testing. k. Comments or professional opinion on whether inspected or tested Work complies with Contract Document requirements. I. Name and signature of laboratory inspector. m. Recommendations on retesting. 1.5 QUALITY ASSURANCE A. Qualifications for Service Agencies: Engage inspection and testing service agencies, including independent testing laboratories,that are pre-qualified as complying with the American Council of Independent Laboratories' "Recommended Requirements for Independent Laboratory Qualification" and that specialize in the types of inspections and tests to be performed. 1. Each independent inspection and testing agency engaged on the Project shall be authorized by authorities having jurisdiction to operate in the jurisdiction where the Project is located. PART 2 PRODUCTS—NOT USED Lake Meridian Park Bathhouse Remodel Section 0140 00 Quality Control Page 5 PART 3 EXECUTION 3.1 REPAIR AND PROTECTION A. General: Upon completion of inspection,testing, sample taking and similar services, repair damaged construction and restore substrates and finishes. Comply with Contract Document requirements for Division 1 Section "Cutting and Patching." B. Protect construction exposed by or for quality-control service activities,and protect repaired construction. C. Repair and protection is Contractor's responsibility, regardless of the assignment of responsibility for inspection, testing, or similar services. END OF SECTION 0140 00 LAKE MERIDIAN BATHHOUSE SECTION 014554 KENT,WASHINGTON BUILDING ENVELOPE AIR BARRER TESTING PROCEDURES PART1 GENERAL 1.1 SUMMARY A_ Section Includes:Administrative and procedural requirements for air leakage testing of building envelope including: 1. Building envelope pressurization and depressurization testing. 2. Infrared thermography testing. B. Related Requirements 1. Section 072700-Weather Resistive Barriers 1.2 REFERENCES A. Reference Standards: Current edition and conforming to provision of Section 014219. B. Air Barrier Association of America(ABAA): http://www.airbarder.org C. American Society for Non-Destructive Testing (ANST): https://www.asnt.org/ D. ASTM International (ASTM): http://www.astm.org/ 1. ASTM C1060 - Standard Practice for Thermographic Inspection of Insulation Installations in Envelope Cavities of Frame Buildings 2. ASTM E779- Standard Test Method for Determining Air Leakage Rate by Fan Pressurization 3. ASTM El 186 - Standard Practices for Air Leakage Site Detection in Building Envelopes and Air Barrier Systems 4. ASTM E1827 - Standard Test Methods for Determining Airtightness of Buildings Using an Orifice Blower Door E. National Environmental Balancing Bureau (NEBB): http://www.nebb.org 1_ NEBB - Procedural Standards for Building Enclosure Testing(First Edition— 2013) F. Seattle Department of Planning and Development(DPD): 1. Seattle Energy Code(SEC)2012 edition.Website http://www.seattle.govldpd/energy 1.3 DEFINITIONS A_ Air Barrier Accessory: Products designated to maintain air tightness between air barrier materials, air barrier assemblies, and air barrier components. Includes sealants, tapes, backer rods, transition membranes, nails/washers,ties, clips, staples, strapping, and primers. B. Air Barrier Material: Primary element that provides designated plane of reduced air flow between different environments. C. Air Barrier Assembly: Combination of air barrier materials and air barrier components designed to provide a designated plane of reduced air flow between environmental separators at portions of building envelope system. D. Air Barrier Component: Pre-manufactured elements including windows, doors, and service elements installed in an environmental separator- E. Air Barrier System: Combinations of air barrier assemblies providing designated planes of reduced air flow between different environments of a building envelope system. F. Environmental Separator: Portions of building envelope that separates controlled interior environments from uncontrolled exterior environmental separators and areas of separation between spaces within building that have dissimilar environments. LAKE MERIDIAN BATHHOUSE SECTION 014554 KENT,WASHINGTON BUILDING ENVELOPE AIR BARRER TESTING PROCEDURES G. Air Leakage Rate: Rate of air flow in liters per second (L/s), per unit area in square meters(m2), per unit of static pressure differential in pascals (Pa). H. Air Permeance Rating: Quantitative measure of air diffusion through set surface area of material within a given time period under pressure differential between two sides of a material(in liters per second per square meter). I. Building Envelope and Building Enclosure: These have essentially the same meaning and apply specifically to a continuous boundary or barrier, including perimeter floor, wall, and roof assemblies, separating interior building environmental conditions from surrounding outside/exterior environment. 1, Building Enclosure: May also apply to interior environmental separators. 2. Building Envelope: Used by Washington State and Seattle Energy Codes. J. Building Envelope/Enclosure System:As defined on Drawings by continuous dashed line showing location of continuous, unbroken air barrier system surface area, including floors, walls/fenestrations, roof/ceiling areas, and multiple zones at interior functional air barrier enclosures. K. Water Vapor Permeability: Coefficient of permeance to unit film thickness. Do not use except where film thickness is known and material is homogeneous. L. Water Vapor Permeance: Ratio of unit water vapor transmission ratio(WVTR)to vapor pressure between two parallel surfaces of a flat material of known thickness. M. Water Vapor Transmission Rate (WVTR): Steady water vapor flow in unit time through unit area of between specific parallel surfaces of a material, under specific conditions of temperature and humidity at each surface. 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination: Conform to Section 013113 for coordination with work of other Sections for following: 1. Cooperate with testing and inspection agencies employed by Owner. 2. Prepare building for testing and maintain testing conditions until testing completion including 3. Notify testing agency minimum 5 working days prior to testing to allow time for assignment of personnel and scheduling of tests following installation of air tight transitions between air barrier wall assemblies, air barrier wall components, and roofing assemblies. 4. Reimburse Owner or Inspection Agency where,without notification to testing agency, conditions are unsuitable or unavailable for scheduled testing and testing agency personnel made arrangements and arrived on site. B. Preinstallation Meeting: Arrange in conformance to requirements of Section 013119. 1. Attendance: Contractor, installer, Owner,Architect, air barrier manufacturer's representative, designated testing agency, installers representing related work, and those requested to attend. 2. Meeting Time: Minimum 2 weeks prior to beginning work of this Section and work of related Sections affecting work of this Section. 3. Location: Project Site. 4. Agenda: a. Attendance at air barrier pre-installation conference. b. Responsibilities at transitions between air barrier assemblies and components. c. Procedures for preparation and conducting air leakage testing. d. Orifice blower door pressurization and thermal testing. e. Closing and sealing of windows, doors, ducts, plenums, and building areas of separation. LAKE MERIDIAN BATHHOUSE SECTION 014554 KENT,WASHINGTON BUILDING ENVELOPE AIR BARRER TESTING PROCEDURES C. Sequencing and Scheduling: Conform to Section 013300 to meet Critical Path of Construction Progress Schedule: 1. Sequence, and schedule construction activities to allow testing and inspections to proceed without interruption or conditions resulting in inconclusive results. 2. Arrange time period for conducting air barrier testing after penetrations of air barrier system are complete and prior to covering and becoming inaccessible due to subsequent construction. 3. Close building access to non-testing personnel and suspend construction activities to allow unimpeded air leakage testing. 1.6 QUALITY ASSURANCE A. Air Barrier Testing Agency: Employed by Owner to perform testing and investigations of whole building envelope prior to closing off access to completed building air barrier system. 1. Specializing in work of this Section.Able to show minimum 2 years experience testing to determine air leakage of air barrier assembly. 2. NEBB or ABAA Certified. 3. Employing qualified personnel to perform testing and inspections required under work of this Section a. Continuous Air Barrier Pressure Testing Personnel:Able to documented minimum 2 years of experience testing to ASTM E779 or ASTM E1827. b. Infrared Thermographer: ANST Level II Certified to perform infrared diagnostic evaluation or documented minimum 2 years'experience performing building infrared thermography equivalent in scope and quality as specified by this Section. 1.6 SUBMITTALS A. Submit under provisions of Section 013300. B. Qualification Data:Testing Agency and testing personnel qualifications conforming to or exceeding specified qualifications. C. Testing Plan and Procedures: Testing plan and procedures. Include a complete set of report forms and sample documentation conforming to ASTM E779 orASTM E1827 procedures. D. Test Report: Indicate a pass or fail test result. Include testing calculation of air leakage using air flow measurements, tracer gas detection, thermal images, and other tests documenting locations and types of air leakage. 1.7 CLOSEOUT SUBMITTALS A. Submit under provisions of Section 017700 B. Record Documentation: Maintain copies of inspections,testing, and laboratory reports at Project Site as Project Record Documents and submit to Owner and authorities having jurisdiction. 1.8 FIELD CONDITIONS A. Ambient Conditions: Perform testing during conditions of calm winds, moderate temperatures, and low exposure to direct solar radiation as necessary to increase precision of test results. 1. Wnd Velocity: Maximum 15 mph (6.7 m/s). 2. Temperature Difference: Minimum 10 degrees F (7.8 degrees C)between average exterior and interior building temperatures. 3. Solar Radiation: Do not conduct thermal imaging testing of surfaces exposed to direct sunlight. Consider testing after sunset or prior to sunrise. 4. Do not test in conditions where pressure gradients at building envelop caused by interior/exterior temperature differences,wind speed, and solar exposure are impractical for obtaining precise test results. LAKE MERIDIAN BATHHOUSE SECTION 014554 KENT,WASHINGTON BUILDING ENVELOPE AIR BARRER TESTING PROCEDURES B. Temperature Factor due to Stack Effect: 1. Determine influence on building enclosure pressure due to building height and temperature factor. 2. Consider conducting orifice blower door test to ASTM E1827 where indoor/outdoor air temperature difference multiplied by building height exceeds a temperature factor of 2,360 foot degrees F(400 m degrees C). PART 2 PRODUCTS 2.1 TESTING AGENCIES A. Neudorfer Engineers, Inc. 1. Cell (206)255-2489, Email pemoaaneudorferengineers.com (Phil Emory,ASNT Level II Thermographer, Senior Project Mgr). 2. Cell (206) 713-4424, Email hroy@neudorferengineers.com (Hilary Roy-Burnett, Marketing & Sales) 3. Tel (206)621-1810 (Office) 4. Website http://www.neudorferengineers.com B. Architectural Testing, Inc, 1. Tel (253)395-5656, Fax(253)5657 Email jdideon archtest.com (Jeff Dideon). 2. Website http://www.archtest.com C. Substitution Requests: Submit under provisions of Section 012500. 2.2 REGULATORY REQUIREMENTS A. Conform to provisions of Section 014100. B. Seattle Energy Code. PART 3 EXECUTION 3.1 EXAMINATION A. Verify conditions as satisfactory to receive work of this Section before beginning. B. Verify that continuous air barrier system at building envelope is complete and building is ready for air leakage testing procedures. 3.2 PREPARATION A. Intentional Exterior Air Barrier Penetrations: Seal intentional openings and penetrations of building envelope using air-tight films, by closing dampers in locked position, and by using means necessary to limit testing results to that of exterior air barrier system. Include: 1. Air intake and exhaust louvers. 2. Make-up air intakes. 3. Pressure relief dampers and louvers. 4. Dryer and exhaust vent dampers. B. Exterior Windows and Doors (Fenestrations): Close and lock. Do not seal using additional means of isolation. C. Plumbing Traps: Fill with water. D. HVAC System and Combustion Equipment: Shut down or disable for duration of test. Place combustion equipment in pilot position. E. Interior Doors and Other Fenestrations: Secure in open position during testing for each zone. 1. Exceptions: LAKE MERIDIAN BATHHOUSE SECTION 014554 KENT,WASHINGTON BUILDING ENVELOPE AIR BARRER TESTING PROCEDURES a. Interior doors that access interior spaces within a single zone may remain closed as long as an air barrier boundary separates tested zone from other zones not being tested. b. Where doorways cannot be opened, measure pressure, using an under door probe, to verify that room on other side of door is within 10 percent of average building pressure when orifice blower door fan is in operation. F. Buildings with Dropped Ceiling Plenums: Remove ceiling panels at rate of one at each 500 square foot area. 1. Inspect for potential air leakage from dropped ceilings, plenums, and seal sources of air leakage into tested zone from other zones. 2. Remove additional ceiling panels at discretion of testing agency as necessary to achieve uniform pressure distribution within plenum space. 3. When conducting thermal imaging, where practical,test prior to ceiling panel installation. G. Building Access: Prevent non-testing personnel access to and from building during testing. H. Building Test Conditions: Do not alter during testing. 3.3 AIR LEAKAGE TESTING A. Conform to NEBB Procedural Standards and requirements of Seattle Energy Code. B. Fan Pressurization or Orifice Blower Door Testing: 1. Conduct in conformance to ASTM E779 or ASTM E1827. 2. Where exceeding 0.40 cfm/sf at 1.57 psf pressure differential at 75 Pascals(0.3 in H20). C. Infrared Thermography Testing: Determine air leakage pathways in conformance to ASTM E1186 , and ASTM C1060, as applicable. 1. Inspect completed building using infrared cameras with a resolution of 32 degrees F (0.1 degree C)or better. 2. Determine air leakage pathways. 3. Perform infrared scans by a Level If Thermographer or higher. D. Lowest Test Pressure: 25 Pa. E. Highest Test Pressure: 75 Pa. F. Difference between Lowest and Highest Test Pressures: At least 25 Pa. G. Measure test pressures in representative locations such that pressures in extremities of envelope do not exceed 10 percent of measured test pressures. H. Bias Pressure Readings: I. Flow Rate Measurement: Take readings across building envelope air barrier and average over a period of at least 120 seconds prior to and following each flow rate measurement. J. Minimum Test Pressure: K. Do not exceed by more than 30 percent for testing in both directions across building envelope. L. Do not exceed 10 percent of minimum test pressure when testing in either direction. M. Mean Value of Air Leakage Flow Rate: 1. Calculate from measured data at 75 Pa. Do not exceed [0.40] [0.25] cfm per square foot of envelope area. 2. Reference measurements at standard conditions of 101.325 KPa and 68 degrees F(20 degrees C) N. Smoke Tracer Practice: Conform to provisions of ASTM E1186 for detection of air leakage. 0. Compile and submit report to authorities having jurisdiction prior to obtaining occupancy permit. LAKE MERIDIAN BATHHOUSE SECTION 014554 KENT,WASHINGTON BUILDING ENVELOPE AIR BARRER TESTING PROCEDURES 3.4 ADJUSTING A. Repair or replace defective air barrier assemblies and components not conforming failing to pass testing specified by this Section. 1. Review remedies for defects with Architect. 2. Do not proceed until acceptance by Architect 3. Retest air barrier system as necessary to pass air barrier testing procedures. B. Where allowed by code and repair or replacement of defective work is impractical, Owner has prerogative to direct an appropriate remedy or to adjust payment of Contract Sum. END OF SECTION Lake Meridian Park Bathhouse Remodel Section 0150 00 Construction Facilities Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY—OWNER FURNISHED UTILITIES A. Owner shall make available and pay for the following utilities: 1. Water service and distribution 2. Storm sewer. B. Contractor shall be responsible for connection and or extension of utilities to the project work area. 1.3 SUMMARY—CONTRACTOR FURNISHED UTILITIES This Section includes requirements for construction facilities and temporary controls, including temporary utilities, support facilities, and security and protection. Contractor shall pay all costs associated with items listed. A. Temporary utilities include, but are not limited to,the following: 1. Telephone, internet and facsimile service. 2. Temporary Power 3. Sanitary facilities and services, including drinking water. B. Support facilities include, but are not limited to,the following: 1. Field offices and storage sheds. 2. Dewatering facilities and drains. 3. Temporary enclosures. 4. Temporary project identification signs. 5. Waste disposal services. 6. Construction aids and miscellaneous services and facilities. C. Security and protection facilities include, but are not limited to,the following: 1. Barricades. 2. Secure enclosure fence for the site or work areas. 3. Landscape protection. 4. Environmental protection. Lake Meridian Park Bathhouse Remodel Section 0150 00 Construction Facilities Page 2 1.4 QUALITY ASSURANCE A. Regulations: Comply with industry standards and applicable laws and regulations of authorities having jurisdiction including, but not limited to,the following: 1. Building code requirements. 2. Health and safety regulations. 3. Utility company regulations. 4. Police,fire department,and rescue squad rules. 5. Environmental protection regulations including, but not limited to, control of storm water runoff, dust and noise. 6. State and OSHA Safety requirements. B. Standards: Comply with NFPA 241"Standard for Safeguarding Construction, Alterations, and Demolition Operations,"ANSI A10 Series standards for"Safety Requirements for Construction and Demolition," and NECA Electrical Design Library "Temporary Electrical Facilities." 1. Electrical Service: Comply with NEMA, NECA,and UL standards and regulations for temporary electric service. Install service in compliance with NFPA 70 "National Electric Code." C. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits. 1.5 PROJECT CONDITIONS A. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Relocate temporary services and facilities as the Work progresses. Do not overload facilities or permit them to interfere with progress. Take necessary fire-prevention measures. Do not allow hazardous,dangerous, or unsanitary conditions, or public nuisances to develop or persist on-site. B. The Contractor shall provide free, safe and unencumbered access on or across the site for personnel,vehicles and equipment authorized to use the site by the Owner but not under Contract of the Contractor. C. The Contractor shall maintain streets and sidewalks around the project site in a clean condition. By means of a regular monitoring and maintenance program of sweeping and hosing, minimize the accumulation of dirt and dust on said areas. Lake Meridian Park Bathhouse Remodel Section 0150 00 Construction Facilities Page 3 D. The Contractor shall protect all adjoining private or municipal property and shall provide barricades, temporary fences and covered walkways to protect the safety of passers-by, as required by prudent construction practice, local building codes, ordinances,other laws or the Contract Documents. E. The Contractor shall,at its sole cost and expense, promptly repair any damage or disturbance to walls,fences, utilities, sidewalks, curbs, landscaping and any other property of third parties(including municipalities) or work already existing resulting from the performance of the Work,whether by it, or by its subcontractors at any tier.The Contractor shall maintain streets in good repair and traversable condition. F. The Contractor shall maintain both new and existing Work, materials and equipment free from injury or damage from rain, wind,storms,dust,or heat at all times. PART 2 PRODUCTS 2.1 MATERIALS A. Water: Provide potable water approved by local health authorities. B. Open-Mesh Fencing: Provide 11 gauge,galvanized 2-inch mesh chain-link fabric fencing minimum 6 feet high. For in ground installation use galvanized steel pipe posts, 1-1/2 inches I.D.for line posts and 2-1/2 inches I.D. for corner posts. Where portable fencing is used, same gage, mesh and height but posts may be as standard for fencing system and shall seat tightly in concrete or other solid foundation blocks designed solely for use with fencing. Fencing shall be securely bolted or chained against unauthorized entry at all section joints and corners. Use of barbed, razor or electrified wire is not allowed. 2.2 EQUIPMENT A. General: Provide new equipment. If acceptable to the Engineer,the Contractor may use undamaged, previously used equipment in serviceable condition. Provide equipment suitable for use intended. B. Water: Provide water service as required by the work including all piping, trenching/backfilling,valves, pressure reducing stations,taps and hose bibs. Provide water for both drinking and construction use. C. Electricity: Obtain necessary temporary service and transformers from local utility as required to adequately power project for all activities. Lake Meridian Park Bathhouse Remodel Section 0150 00 Construction Facilities Page 4 D. Temporary Offices: Provide prefabricated or mobile units or similar job-built construction with lockable entrances, operable windows, and serviceable finishes. E. Temporary Toilet Units: Provide self-contained, single-occupant toilet units of the chemical or aerated recirculation type. Provide units properly vented and fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material. Units to have privacy locks and to not have other types of locks that might allow personnel to be locked in. F. Fire Extinguishers: Provide hand-carried, portable, UL-rated, Class A fire extinguishers for temporary offices and similar spaces. In other locations, provide hand-carried, portable, UL-rated, Class ABC, dry-chemical extinguishers or a combination of extinguishers of NFPA-recommended classes for the exposures. PART 3 EXECUTION 3.1 INSTALLATION A. Use qualified personnel for installation of temporary facilities. Locate facilities where they will serve the Project adequately and result in minimum interference with performance of the Work. Relocate and modify facilities as required. B. Provide each facility ready for use when needed to avoid delay. Maintain and modify as required. Do not remove until facilities are no longer needed or are replaced by authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION A. General: Engage the appropriate local utility company to install temporary service or connect to existing service. Where company provides only part of the service, provide the remainder with matching, compatible materials and equipment. Comply with company recommendations. 1. Arrange with company and existing users for a time when service can be interrupted, if necessary, to make connections for temporary services. 2. Provide adequate capacity at each stage of construction. Prior to temporary utility availability, provide trucked-in services. 3. Obtain easements to bring temporary utilities to the site where the Owner's easements cannot be used for that purpose. 4. Use Charges: Cost or use charges for temporary facilities are chargeable to the Owner as indicated. Cost or use charges for temporary facilities are not chargeable to the Engineer. Neither the Owner nor Engineer will accept cost or use charges as a basis of claims for Change Orders. Lake Meridian Park Bathhouse Remodel Section 0150 00 Construction Facilities Page 5 B. Temporary Communications Devices: Provide temporary telephone,answering machine,and facsimile service throughout the construction period for all personnel engaged in construction activities. 1. Post a list of important telephone numbers including emergency numbers. 2. Cellular telephone: The Project Superintendents)shall be provided with a mobile telephone to be operational and on his/her person at all times during the Work. The number of this device shall be given to the Owner, Engineer and, if the site is Owner occupied,the Principal. C. Sanitary facilities: Include temporary toilets and drinking-water fixtures. Comply with regulations and health codes for the type, number, location,operation, and maintenance of fixtures and facilities. Use of permanent facilities existing or provided under this contract is not permitted unless explicitly noted. 1. Provide toilet tissue, paper cups, and similar disposable materials for each facility. Provide covered waste containers for used material. 2. Provide safety showers,eyewash fountains, and similar facilities for convenience, safety, and sanitation of personnel where materials being handled or governing regulations and health codes require. D. Drinking-Water Facilities: Provide containerized,tap-dispenser, bottled-water drinking-water units, including paper supply. E. Filter site runoff and employ further purification as required by local jurisdiction prior to discharging into storm drainage system. Provide drainage ditches, erosion control, pumping and similar facilities as required by local jurisdiction and as required to prevent all uncontrolled or unacceptable run-off from reaching neighboring properties,drainage ways,streams,rivers, ponds, lakes or other wetlands, Owner occupied portions of the site or public right of ways. 1. Filter out soil, construction debris,chemicals,oils,and all contaminants that might clog sewers, drainage ways or pollute waterways or soils, before discharge. 2. Maintain temporary storm sewers and drainage facilities in a clean,sanitary and fully functioning condition. Following use, restore to clean fully functioning conditions promptly. Assign responsible personnel and monitor facilities during storms and similar events to ensure full function of facilities and protections noted above. This monitoring shall take place around the clock and over weekends and holidays as events warrant. Damage to neighboring properties,waterways, public right of ways,the Owner's property or the Work of this Contract due to failure to monitor or maintain shall be Lake Meridian Park Bathhouse Remodel Section 0150 00 Construction Facilities Page 6 solely the responsibility of the Contractor. Damage shall be repaired to original or better condition and all fines/ penalties paid promptly. 3. Provide and maintain any temporary erosion and sedimentation control measures required by the local jurisdiction and the Contract Documents and any additional measures prudent to prevent uncontrolled or unacceptable storm water runoff from leaving the property. F. Provide earthen embankments,solid covers and similar barriers in and around excavations and subgrade construction,sufficient to prevent flooding by rain or runoff of storm water and any additional measures prudent to allow maximally productive pursuit of the Work. Provide flashing marker lights, barricades, solid covers and other devices as necessary to keep workers or passersby from falling in excavations or tripping/falling over hazards. 3.3 SUPPORT FACILITIES INSTALLATION A. Locate field offices, storage sheds, and other temporary construction and support facilities for easy access. Maintain support facilities until near Substantial Completion. Remove prior to Substantial Completion, if possible. Personnel remaining after Substantial Completion will be permitted to use permanent facilities,where conditions acceptable to the Owner can be met. B. Provide incombustible construction for offices, shops, and sheds located within the construction area or within 30 feet (9 m) of building or property lines. Comply with requirements of NFPA 241. C. Dewatering Facilities and Drains: For temporary drainage and dewatering facilities and operations not directly associated with construction activities included under individual Sections, comply with dewatering requirements of applicable Division 2 Sections. Where feasible, utilize the same facilities. Maintain the site, excavations, and construction free of water. D. Collection and Disposal of Waste: Collect waste from construction areas and elsewhere daily. Comply with requirements of NFPA 241 for removal of combustible waste material and debris. Enforce requirements strictly. Do not hold materials more than 7 days during normal weather or 3 days when the temperature is expected to rise above 80 deg F (27 deg Q. Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. Dispose of material lawfully. Lake Meridian Park Bathhouse Remodel Section 0150 00 Construction Facilities Page 7 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Do not change over from use of temporary security and protection facilities to permanent facilities until Substantial Completion, or longer, as requested by the Engineer. B. Barricades,Warning Signs, and Lights: Comply with standards and code requirements for erection of structurally adequate barricades. Paint with appropriate colors,graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed, provide lighting, including flashing red or amber lights. C. Enclosure Fence: Before starting Work, install an enclosure fence with lockable entrance gates. Locate where indicated, or enclose the entire site or the portion determined sufficient to accommodate construction operations. Install in a manner that will prevent people,dogs,and other animals from easily entering the site,except by the entrance gates. Maintain strict accounting and control of keys and locks. If keys are lost or unaccounted for,the locks shall be immediately changed. 1. Where projects are phased or otherwise have multiple stages,steps or where Owner occupancy will change over the course of a project, presume that fencing will have to be reconfigured accordingly as many times as necessary to safely and securely accommodate such phases,stages and changes. 2. At no time shall fencing be allowed to become a safety hazard to anyone or be unsecured/unmaintained so that it does not afford reasonable security protection. D. Security Enclosure and Lockup: Install substantial temporary enclosure of partially completed areas of construction. Provide locking entrances to prevent unauthorized entrance,vandalism,theft,and similar violations of security. 1. Storage: Where materials and equipment must be stored, and are of value or attractive for theft or usable for vandalism, provide a secure lockup. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism. Maintain strict accounting and control of keys and locks. If keys are lost or unaccounted for,the locks shall be immediately changed. E. Landscape Protection: Protect existing trees, shrubs and lawns within and adjacent to the area of the Work where not scheduled for demolition or replacement. Where minor limb or root pruning is necessary to avoid interference with construction, employ a certified tree surgeon recognized by the International Society of Arboriculture or the National Arborist Association.Any pruning shall be Lake Meridian Park Bathhouse Remodel Section 0150 00 Construction Facilities Page 8 approved by the Engineer and the Owner's grounds maintenance staff prior to executing the Work. 1. If necessary and feasible,trees and shrubs may be removed, protected and maintained during the Work and reinstalled just prior to Substantial Completion. Trees and shrubs shall be moved by,or the moving supervised by, a licensed landscape contractor. Where type or size of trees and shrubs will not allow such handling, protect by means of substantial barriers that will allow organism to live but will keep people, construction operations, equipment and storage at a safe distance, especially off of the root structure- outside the drip line. Barriers shall be erected well outside the drip line. Consult with the Engineer and the Owner's grounds maintenance staff prior to executing the Work. Similar barriers shall be erected around all moved plant material. Provision shall be made for the proper care and maintenance of all plant material during construction. F. Environmental Protection: Provide protection,operate temporary facilities,and conduct construction in ways and by methods that comply with environmental regulations,and minimize the possibility that air,waterways, and subsoil might be contaminated or polluted or that other undesirable effects might result. Avoid use of tools and equipment that produce harmful noise. Restrict use of noise-making tools and equipment to hours that will minimize complaints from persons or firms near the site. 1. Obey City of Kent Noise Control Ordinances. These ordinances shall be obeyed or where violation may be necessary for specific and justifiable reasons,the appropriate official within the jurisdiction shall be duly notified in writing well in advance of the planned occurrence. Generally, anytime during the Project where noise producing work is anticipated outside of the hours of 8:00 AM to 6:00 PM weekdays,the Contractor shall coordinate his operations with the agency responsible for enforcement of the local Noise Control Ordinance. Reschedule work where possible. If rescheduling is not possible, provide mitigation by employing noise barriers or other acoustical control where feasible. 2. The City of Kent may have Nuisance Ordinances or similar. These ordinances shall be obeyed. These ordinances cover such concerns as dust,foul smells and other nuisances to the general population. The Contractor shall coordinate his operations with the agency responsible for enforcement of such local ordinances. Provide water,water trucks,sprinklers, hoses, piping and related materials and equipment and all other requirements as needed to control dust. 3. The City of Kent places great value on the relationship between itself and the citizens it serves. Good neighbor relations are critically important to public facilities, particularly parks as they foster a strong sense of community and Lake Meridian Park Bathhouse Remodel Section 0150 00 Construction Facilities Page 9 encourage citizen participation in facility development. The Contractor shall do everything within its power to avoid in anyway jeopardizing the Owner's relationship with the community in general and the Project neighbors specifically. It is suggested the Contractor select a point of contact within its organization to deal with neighborhood public relations for the duration of the Project. 3.5 OPERATION,TERMINATION,AND REMOVAL A. Supervision: Enforce strict discipline in use of temporary facilities. Limit availability of temporary facilities to essential and intended uses to minimize waste and abuse. B. Maintenance: Maintain facilities in good operating condition until removal. Protect from damage by freezing temperatures, winds,snow loads, rain,storm water run-off, theft,vandalism,earthquake and similar elements. C. Termination and Removal: Unless the Engineer requests that it be maintained longer, remove each temporary facility when the need has ended,when replaced by authorized use of a permanent facility, or no later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. 1. Materials and facilities that constitute temporary facilities are the Contractor's property. The Owner reserves the right to take possession of project identification signs. 2. Remove temporary paving not intended for or acceptable for integration into permanent paving. Where the area is intended for landscape development, remove soil and aggregate fill that do not comply with requirements for fill or subsoil in the area. Remove materials contaminated with road oil, asphalt and other chemical compounds, and other substances that might impair growth of plant materials or lawns. Repair or replace street paving, curbs, landscaping and sidewalks at the temporary entrances, as required by the governing authority. 3. At Substantial Completion,clean and renovate permanent facilities used during the construction period. END OF SECTION 0150 00 Lake Meridian Park Bathhouse Remodel Section 016310 Product Substitutions Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Conditions and other Division 0 and 1 Specification Sections,apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for handling requests for substitutions made after award of the Contract. B. The Contractor's Construction Schedule and the Schedule of Submittals are included under Section "Schedules and Reports" C. Standards: Refer to Section "Definitions and Standards"for applicability of industry standards to products specified. 1.3 DEFINITIONS A. Definitions used in this Article are not intended to change or modify the meaning of other terms used in the Contract Documents. B. Substitutions: Requests for changes in products, materials, equipment, and methods of construction required by Contract Documents proposed by the Contractor after award of the Contract are considered requests for"substitutions." The following are not considered substitutions: 1. Revisions to Contract Documents requested by the Owner or Engineer. 2. Specified options of products and construction methods included in Contract Documents. 3. The Contractor's determination of and compliance with governing regulations and orders issued by governing authorities. 1.4 SUBMITTALS A. Substitution Request Submittal during Bidding: Due to the short-duration Bid Period, Substitution Requests will not be considered during the Bid except as noted in technical specifications sections. B. Substitution Request Submittal after Award of Contract: Requests for substitution may be considered or rejected at the discretion of the Owner. Lake Meridian Park Bathhouse Remodel Section 016310 Product Substitutions Page 2 1. Submit 3 copies of each request for substitution for consideration. Submit requests with procedures required for Change Order proposals. 2. Identify the product, or the fabrication or installation method to be replaced in each request. Include related Specification Section and Drawing numbers. Provide complete documentation showing compliance with the requirements for substitutions, and the following information, as appropriate: a. Product Data, including Drawings and descriptions of products,fabrication and installation procedures. b. Samples, where applicable or requested. c. A detailed comparison of significant qualities of the proposed substitution with those of the Work specified. Significant qualities may include elements such as size, weight, durability, performance and visual effect. 3. Engineer's Action: Within one week of receipt of the request for substitution, the Engineer will request any additional information or documentation necessary for evaluation of the request. Within 2 weeks of receipt of the request, or one week of receipt of the additional information or documentation,whichever is later,the Engineer will notify the Contractor of acceptance or rejection of the proposed substitution. If a decision on use of a proposed substitute cannot be made or obtained within the time allocated, use the product specified by name. Acceptance will be in the form of a Change Order. PART 2 PRODUCTS 2.1 SUBSTITUTIONS A. Conditions: The Contractor's substitution request will be received and considered by the Engineer when the substitution is in the best interests of the Owner, as determined by the Owner, and when one or more of the following conditions are satisfied, as determined by the Engineer;otherwise requests will be returned without action except to record noncompliance with these requirements. 1. Proposed changes must be in keeping with the general intent of Contract Documents. 2. The request must be timely, fully documented and properly submitted. 3. Extensive revisions to Contract Documents must not be required. 4. The request is directly related to an "or equal" or similar clause or similar language in the Contract Documents. 5. The specified product or method of construction cannot be provided within the Contract Time. The request will not be considered if the product or method cannot be provided as a result of failure to pursue the Work promptly or coordinate activities properly. Written documentation of such unavailability and the cause shall be provided on the original manufacturers, Lake Meridian Park Bathhouse Remodel Section 016310 Product Substitutions Page 3 fabricators or supplier's letterhead with a signature and contact telephone number for the company. Documentation only by the Contractor, sub- contractor, local sales representative or distributor is not acceptable. 6. The specified product or method of construction cannot receive necessary approval by a governing authority; meet governing codes, ordinances, laws, utility standards or insurance requirements and the requested substitution can be approved. 7. A substantial advantage is offered the Owner, in terms of cost, time, or other considerations of merit, after deducting offsetting responsibilities the Owner may be required to bear. Additional responsibilities for the Owner may include additional compensation to the Engineer for redesign and evaluation services, increased cost of maintenance or other construction by the Owner or separate Contractors, and similar considerations. 8. Field verification or other information disclosed after the bid indicates the specified product or method of construction cannot be provided in a manner that is compatible with other materials, and where the Contractor certifies that the substitution will overcome the incompatibility. 9. Field verification or other information disclosed after the bid indicates the specified product or method of construction cannot be coordinated with other materials, and where the Contractor certifies that the proposed substitution can be coordinated. 10. The specified product or method of construction cannot provide a warranty required by the Contract Documents and where the Contractor certifies that the proposed substitution provide the required warranty. 11. The manufacturer,fabricator or supplier of the specified product is unable or unwilling to certify or guarantee the performance of specified product/system as specified or the specified product fails UL, ICBO,ASTM or similar standard certification testing required by the specifications. B. The Contractor's submittal and Engineer's acceptance of Shop Drawings, Product Data or Samples that relate to construction activities not complying with the Contract Documents does not constitute an acceptable or valid request for substitution, nor does it constitute approval. PART 3 EXECUTION—NOT USED END OF SECTION 0163 10 Lake Meridian Park Bathhouse Remodel Section 0170 00 Project Closeout Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for project closeout, including but not limited to: 1. Inspection procedures. 2. Project record document submittal. 3. Operating and maintenance manual submittal. 4. Submittal of warranties. 5. Final cleaning. B. Closeout requirements for specific construction activities are included in the appropriate Sections in Divisions 2 through 16. 1.3 SUBSTANTIAL COMPLETION A. Preliminary Procedures: Before requesting inspection for certification of Substantial Completion,complete the following. List exceptions in the request. Request shall be in writing to the Engineer. See also Section 0102 70. 1. In the Application for Payment that coincides with,or first follows, the date Substantial Completion is claimed,show 100 percent completion for the portion of the Work claimed as substantially complete. Include supporting documentation for completion as indicated in these Contract Documents and a statement showing an accounting of changes to the Contract Sum. If 100 percent completion cannot be shown, include a list of incomplete items,the value of incomplete construction, reasons the Work is not complete and schedule for completion of remaining Work. 2. Advise Owner of pending insurance changeover requirements. 3. Submit specific warranties,workmanship bonds, maintenance agreements, final certifications and similar documents. 4. Obtain and submit releases enabling the Owner unrestricted use of the Work and access to services and utilities; include occupancy permits,operating certificates and similar releases. 5. Submit Project Record Documents;Operations and Maintenance (0&M) Manuals, data system tests/certifications and similar final record information. Lake Meridian Park Bathhouse Remodel Section 017000 Project Closeout Page 2 6. Deliver tools, spare parts, extra stock, and similar items and obtain signed receipt for each from authorized Owner's representative. Items turned over without signed receipt, if misplaced, must be replaced by the Contractor. 7. Make final changeover to permanent locks and transmit keys and final keying schedule to the Owner. Advise the Owner's personnel of changeover in security provisions. 8. Discontinue or change over and remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements. 9. Complete final clean up requirements, including touch-up painting. Touch-up and otherwise repair and restore marred exposed finishes. B. Inspection Procedures: On receipt of a written request for inspection,the Engineer will either proceed with inspection or advise the Contractor of unfilled requirements. The Engineer will prepare the Certificate of Substantial Completion following inspection, or advise the Contractor in writing of construction that must be completed or corrected before the Certificate will be issued. 1. The Engineer will repeat inspection within a reasonable period when requested in writing and assured that the Work has been 100%substantially completed. 2. Results of the completed inspection will form the basis of requirements for final acceptance. 3. If the work is not 100%substantially complete after the second request and inspection, all subsequent inspections and related travel and administrative costs will constitute Extra Services of the Engineer. The cost of these will be deducted from the Contractor's Final Payment or retainage by the Owner. 4. If the Work does not achieve Substantial Completion within two weeks of the date originally scheduled to do so, plus any time adjustments by Change Order,the Engineer's time and efforts beyond that period shall constitute Extra Services. The cost of this will be deducted from the Contractor's Final Payment or retainage by the Owner. 5. The 5% punchlist line items in the Schedule of Values will be released on any given line item only when all punchlist items relating to that line item are satisfactorily completed. 1.4 FINALACCEPTANCE A. Preliminary Procedures: Before requesting final inspection for certification of final acceptance and final payment, complete the following and submit to the Engineer. List the exceptions and request for inspection, in writing. See also Section 0102 70. 1. Submit written,signed and notarized statement that"The Contract Documents have been reviewed. The Work described therein has been Lake Meridian Park Bathhouse Remodel Section 0170 00 Project Closeout Page 3 inspected by [Insert NAME OF CONTRACTOR] for compliance to the Contract Documents. The Work has been completed in accordance with the Contract Documents." 2. Submit the final payment request with releases of liens from all sub- contractors and supporting documentation not previously submitted and accepted. Furnish an affidavit that payrolls, bills for materials and equipment and any other indebtedness associated with the Work has been paid or otherwise satisfied. Include certificates of insurance for products and completed operations where required. Coordinate with Division 1 section, "Application for Payment". 3. Submit an updated final statement, accounting for final additional changes to the Contract Sum. 4. Submit a certified copy of the Engineer's final inspection list of items to be completed or corrected,stating that each item has been completed or otherwise resolved for acceptance, and the list has been endorsed and dated by the Engineer. 5. Submit final meter readings for utilities, a measured record of stored fuel, and similar data as of the date of Substantial Completion, or when the Owner took possession of and responsibility for corresponding elements of the Work. 6. Submit consent of surety to final payment. Include letter from Bonding Company directed to the Owner sating that Surety approves release of Final payment;Surety waives submittal of final receipts from all subcontractors and suppliers and that terms of the Bond will extend for the general warranty period. If Surety is unable to provide the letter with the statements listed,the Contractor shall submit final receipts from each subcontractor and supplier. 7. Submit a final liquidated damages settlement statement. 8. Submit evidence of final, continuing insurance coverage complying with insurance requirements. 9. Submit Certificate of Occupancy if temporary certificate or other exemption acceptable to the Owner delayed such submission at Substantial Completion. 10. Submit Certificate of Inspections for Mechanical and Electrical work. 11. Submit Affidavit of Wages Paid for Contractor and all sub-contractors. 12. Submit Employment Security Release. B. Re-inspection Procedure: The Engineer will re-inspect the Work within a reasonable period after receipt of notice that the Work, including inspection list items from earlier inspections, has been completed,except items whose completion has been delayed because of circumstances acceptable to the Engineer. 1. Upon completion of re-inspection,the Engineer will prepare a certificate of final acceptance, or advise the Contractor in writing of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance. 2. If necessary, re-inspection will be repeated. Lake Meridian Park Bathhouse Remodel Section 0170 00 Project Closeout Page 4 3. If the work is not 100%complete after the second request and inspection, all subsequent inspections and related travel and administrative costs will constitute Extra Services of the Engineer. The cost of these will be deducted from the Contractor's Final Payment or retainage by the Owner. 4. If the Work does not achieve Final Completion within 30 days of the Substantial Completion date,the Engineer's time and efforts beyond that period shall constitute Extra Services. The cost of this will be deducted from the Contractor's Final Payment or retainage by the Owner. PART 2 PRODUCTS—NOT USED PART 3 EXECUTION 3.1 CLOSEOUT PROCEDURES A. Operating and Maintenance Instructions: Arrange for each installer of equipment that requires regular maintenance to meet with the Owner's personnel to provide instruction in proper operation and maintenance. If installers are not experienced in procedures, provide instruction by manufacturer's representatives. Include a detailed review of the following items: 1. Maintenance manuals. 2. Record documents. 3. Spare parts and materials. 4. Tools. 5. Identification systems. 6. Control sequences. 7. Hazards. 8. Cleaning. 9. Warranties and bonds. 10. Maintenance agreements and similar continuing commitments. B. As part of instruction for operating equipment, demonstrate the following procedures: 1. Start-up. 2. Shutdown. 3. Emergency operations. 4. Noise and vibration adjustments. 5. Safety procedures. 6. Economy and efficiency adjustments. 7. Effective energy utilization. Lake Meridian Park Bathhouse Remodel Section 0170 00 Project Closeout Page 5 8. Routine cleaning, maintenance and repair techniques for faults correctable by Owner's personnel without voiding the warranty. END OF SECTION 0170 00 Lake Meridian Park Bathhouse Remodel Section 017100 Final Cleaning Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for final cleaning at Substantial Completion. 1. Special cleaning requirements for specific elements of the Work are included in appropriate Sections of Divisions 2 through 33. B. General Project closeout requirements are included in Section "Project Closeout." C. General cleanup and waste removal requirements are included in Section "Temporary Facilities." D. Environmental Requirements: Conduct cleaning and waste disposal operations in compliance with local laws and ordinances. Comply fully with federal and local environmental and anti-pollution regulations. 1. Do not dispose of volatile wastes such as mineral spirits,oil or paint thinner in storm or sanitary drains. 2. Burning or burying of debris, rubbish or other waste material on the premises is not permitted. 3. Only use products that are environmentally safe and that will not cause or contribute to Indoor Air Quality(IAQ) problems when the facility is occupied. E. Should the Contractor fail in any of its duties described in this Section,the Owner may, at its sole discretion, have the Project cleaned thoroughly to its standards. The Cost of this cleaning shall be deducted from the Contractor's Final Payment or retainage. PART 2 PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recommended by the manufacturer or fabricator of the surface to be cleaned. Do not use cleaning Lake Meridian Park Bathhouse Remodel Section 017100 Final Cleaning Page 2 agents that are potentially hazardous to health or property, or that might damage finished surfaces. Pay special attention to easily marred surfaces and reactive metals such as aluminum. PART 3 EXECUTION 3.1 FINAL CLEANING A. General: Provide final cleaning operations for all trades. Employ professional cleaners for final cleaning. Clean each surface or unit of Work to the condition expected from a first class institutional building cleaning and maintenance program. Comply with manufacturer's instructions. B. Complete the following cleaning operations before requesting inspection for Certification of Substantial Completion for the entire Project or a portion of the Project. 1. Clean the Project site,yard and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish,waste materials, litter and foreign substances. Sweep paved areas broom clean. Remove petro-chemical spills,stains and other foreign deposits. Rake grounds that are neither planted nor paved,to a smooth even-textured surface. 2. Remove tools, construction equipment, machinery and surplus material from the site. 3. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free condition,free of stains,films and similar foreign substances. Pay special attention to corners and other hard to clean areas. Avoid disturbing natural weathering of exterior surfaces. Restore reflective surfaces to their original condition. 4. Remove debris and surface dust from limited access spaces, including roofs, plenums,shafts,trenches, equipment vaults, manholes,attics and similar spaces. 5. Broom clean and shop vacuum concrete floors in unoccupied spaces. 6. Remove all visible labels that are not permanent labels and are not related to a products fire, mechanical or electrical rating. 7. Touch-up and otherwise repair and restore marred exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily repaired or restored,or that show evidence of repair or restoration. 8. Wipe surfaces of equipment. Remove excess lubrication, paint,sealant and mortar droppings and all other foreign substances. 9. Use metal detector to locate all metal objects, nails, etc.that may pose a hazard. Sweep all non-hard surface areas that were within or adjacent to any construction area or over which any construction related traffic traveled. Lake Meridian Park Bathhouse Remodel Section 017100 Final Cleaning Page 3 10. Leave the Project clean and ready for occupancy. C. Removal of Protection: Unless requested otherwise by the Owner, remove temporary protection and facilities installed during construction to protect previously completed installations during the remainder of the construction period. D. Compliances: Comply with governing regulations and safety standards for cleaning operations. Remove waste materials from the site and dispose of in a lawful manner. E. Where extra materials of value remain after completion of associated construction such materials shall become the Owner's property. At the Owner's direction, relocate these materials on site. END OF SECTION 017100 Lake Meridian Park Bathhouse Remodel Section 0172 00 Project Record Documents Page 1 PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies administrative and procedural requirements for Project Record Documents. B. Project Record Documents required include: 1. Marked-up copies of Contract Drawings. 2. Marked-up copies of Shop Drawings. 4. Marked-up copies of Specifications, Addenda and Change Orders. 5. Marked-up Product Data submittals. 6. Record Samples. 7. Field records for variable and concealed conditions, S. Record information on Work that is recorded only schematically. C. Specific record copy requirements that expand requirements of this Section are included in the individual Sections of Divisions 2 through 50. D. General project closeout requirements are included in Section "Project Closeout." E. General requirements for submittal of Record Documents are included in Section "Project Record Documents." F. Maintenance of Documents and Samples: Store record documents and Samples in the field office apart from Contract Documents used for construction and well protected from any damage or degradation. Do not permit Project Record Documents to be used for construction purposes. Maintain record documents in good order, and in a clean, dry, legible condition. Make documents and Samples available at all times for inspection by the Engineer. 1.3 RECORD DRAWINGS A. Mark-up Procedure: During the construction period, maintain a set of blue or black-line white-prints of Contract Drawings and Shop Drawings for Project Record Document purposes. Lake Meridian Park Bathhouse Remodel Section 0172 00 Project Record Documents Page 2 1. Mark these Drawings daily when Work is being installed to indicate the actual installation where the installation varies from the installation shown originally. Give particular attention to information on concealed elements which would be difficult to identify or measure and record later. Items required to be marked include but are not limited to: a. Dimensional changes to the Drawings. b. Revisions to details shown on the Drawings. c. Plan locations and depths of underground utilities. d. Revisions to routing of piping and conduits, either vertically or horizontally. e. Revisions to electrical circuitry. f. Actual equipment locations. g. Locations of concealed internal utilities. h. Changes made by Change Order. i. Details not on original Contract Drawings. 2. Mark completely and accurately record prints of Contract Drawings or Shop Drawings,whichever is most capable of showing actual physical conditions. Where Shop Drawings are marked, show cross-reference on Contract Drawings location. 3. Mark record sets with red erasable colored pencil; use other colors to distinguish between changes for different categories of the Work at the same location. 4. Mark important additional information that was either shown schematically or omitted from original Drawings. 5. Note construction change directive numbers, alternate numbers, Change Order numbers and similar identification. 6. Responsibility for Markup: Where feasible, the individual or entity who obtained record data, whether the individual or entity is the installer, subcontractor, or similar entity, is required to prepare the mark-up on record Drawings. Accurately record information in an understandable Drawing technique. Record data as soon as possible after it has been obtained. In the case of concealed installations, record and check the mark-up prior to concealment. 1.4 RECORD SPECIFICATIONS A. During the construction period, maintain one copy of the Project Specifications, including addenda and modifications issued, for Project Record Document purposes. B. Mark the Specifications to indicate the actual installation where the installation varies substantially from that indicated in Specifications and modifications issued. Note related Project Record Drawing information, where applicable. Give particular attention to substitutions, selection of product options,and information Lake Meridian Park Bathhouse Remodel Section 0172 00 Project Record Documents Page 3 on concealed installations that would be difficult to identify or measure and record later. C. In each Specification Section where products, materials or units of equipment are specified or scheduled, mark the copy with the proprietary name and model number of the product furnished. D. Record the name of the manufacturer, supplier and installer,and other information necessary to provide a record of selections made and to document coordination with record Product Data submittals and maintenance manuals. E. Note related record Product Data,where applicable. For each principal product specified, indicate whether record Product Data has been submitted in maintenance manual instead of submitted as record Product Data. F. Upon completion of mark-up, submit record Specifications to the Engineer for Owner's records. 1.5 RECORD PRODUCT DATA A. During the construction period, maintain one copy of each Product Data submittal for Project Record Document purposes. 1. Mark Product Data to indicate the actual product installation where the installation varies substantially from that indicated in Product Data submitted. Include significant changes in the product delivered to the site,and changes in manufacturer's instructions and recommendations for installation. 2. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. 3. Note related Change Orders and mark-up of record Drawings,where applicable. 4. Upon completion of mark-up, submit a complete set of record Product Data to the Engineer for the Owner's records. 5. Where record Product Data is required as part of maintenance manuals, submit marked-up Product Data as an insert in the manual, instead of submittal as record Product Data. 1.6 RECORD SAMPLE SUBMITTAL A. Immediately prior to date of Substantial Completion, the Contractor shall meet with the Engineer and, if desired,the Owner's personnel at the site to determine which of the Samples maintained during the construction period shall be transmitted to Owner for record purposes. Comply with the Engineer's instructions for packaging, identification marking, and delivery to Owner's Sample storage Lake Meridian Park Bathhouse Remodel Section 0172 00 Project Record Documents Page 4 space. Dispose of other Samples in manner specified for disposal of surplus and waste materials. 1.7 MISCELLANEOUS RECORD SUBMITTALS A. Refer to other Specification Sections for miscellaneous record-keeping requirements and submittals in connection with various construction activities. Immediately prior to Substantial Completion, complete miscellaneous records and place in good order, properly identified and bound or filed, ready for use and reference. Submit to the Engineer for the Owner's records. PART 2 PRODUCTS—NOT USED PART 3 EXECUTION 3.1 RECORDING A. Post changes and modifications to the Documents as they occur. Do not wait until the end of the Project. The Engineer will periodically review record documents to assure compliance with this requirement. B. Provide one (1)full size copies of all record drawings to the Engineer. C. Provide 4 copies of all Maintenance and Operations Data, and one electronic version in PDF format. D. Provide all Maintenance and Operations data in Adobe Acrobat version 9.0(.pdf) format in a read/write CD. END OF SECTION 0172 00 Lake Meridian Park Bathhouse Remodel Section 0174 00 Warranties&Bonds Page 1 PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General Conditions and other Division 0 and 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section specifies general administrative and procedural requirements for warranties and bonds required by the Contract Documents, including manufacturer's standard warranties on products and special warranties. 1. Refer to the General Conditions for terms of the Contractor's special warranty of workmanship and materials. 2. General closeout requirements are included in Section "Project Closeout." 3. Specific requirements for warranties for the Work and products and installations that are specified to be warranted are included in the individual Sections of Division 2-50. 4. Certifications and other commitments and agreements for continuing services to Owner are specified elsewhere in the Contract Documents. B. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties do not relieve the Contractor of the warranty on the Work that incorporates the products, nor does it relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor. 1.3 DEFINITIONS A. Standard Product Warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the Owner. B. Special Warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the Owner. 1.4 WARRANTY REQUIREMENTS A. Related Damages and Losses: When correcting warranted Work that has failed, remove and replace other Work that has been damaged as a result of such failure or that must be removed and replaced to provide access for correction of warranted Work. Lake Meridian Park Bathhouse Remodel Section 0174 00 Warranties&Bonds Page 2 B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation. C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of Contract Documents. The Contractor is responsible for the cost of replacing or rebuilding defective Work regardless of whether the Owner has benefited from use of the Work through a portion of its anticipated useful service life. D. Owner's Recourse: Written warranties made to the Owner are in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under the law, nor shall warranty periods be interpreted as limitations on time in which the Owner can enforce such other duties,obligations, rights, or remedies. 1. Rejection of Warranties: The Owner reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents. E. The Owner reserves the right to refuse to accept or pay for Work for the Project where a special warranty, certification, or similar commitment is required on such Work or part of the Work, until evidence is presented that entities required to countersign such commitments are willing to do so. 1.5 SUBMITTALS A. Submit written warranties to the Engineer prior to the date certified for Substantial Completion. All warranties shall indicate that they commence upon the date of Final Acceptance of the Work by the Owner's Board of Directors. As this date will not be established upon the warranty submittal,the start date shall read: "The date of Final Acceptance of the Work by the Owner's Board of Directors". The Contractor will be notified of this date when established and it shall be made a matter of unalterable public record,open to all. B. Prepare a written document utilizing the appropriate form, ready for execution by the Contractor,or the Contractor and subcontractor, supplier or manufacturer. Submit a draft to the Owner through the Engineer for approval prior to final execution. Refer to individual Sections of Division 2 for specific content requirements,and particular requirements for submittal of special warranties. Lake Meridian Park Bathhouse Remodel Section 017400 Warranties&Bonds Page 3 C. Form of Submittal: At least ten days prior to Substantial Completion compile and submit three copies of each required warranty and bond properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer. Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual. PART 2—PRODUCTS—NOT USED PART 3 - EXECUTION 3.1 SCHEDULE OF WARRANTIES A. Schedule: In addition to a general Project warranty, provide warranties and bonds on products and installations as specified in the respective Specification Sections. 3.2 MINIMUM FORMAT AND CONTENT OF WARRANTIES A. The minimum content of all warranties shall include the following or have attached a cover letter including the following: [I,We] [Name of Contractor], hereby certify that [Name of Trade or Portion Of Work warranted]that was installed by [Name of Sub-Contractor] on [Project Name] at [Street Address or other exact location description] is work performed in strict compliance with the Contract Documents. [I, We] further warrant this work to be [watertight,fully operational,other(describe)] and free from defects in materials and workmanship for [warranty period in years]from date of Final Acceptance of the Owner's Board of Directors or, in accordance with the General Conditions of the Contract, for concealed work not visible or apparent upon conducting a reasonable investigation, until the defect is discovered by the Owner in that work, and will repair or replace without delay any defects in material and workmanship discovered within the warranty period. [I,We] acknowledge that failure to proceed with terms of the warranty within ten days of notification, shall allow the Owner to have the defects corrected and that [I, we] and [my, our] surety shall be liable for all expenses incurred by the Owner. [I,We] further acknowledge that in case of emergency where, in the opinion of the Owner or Engineer, delay would cause serious loss or damage or allow a public health or safety risk to exist, repairs may be made without notice being given to [me, us] and [I,we] and [my, our] surety shall remain liable for all expenses incurred. Very truly, [Signature of authorized agent or officer] Lake Meridian Park Bathhouse Remodel Section 0174 00 Warranties&Bonds Page 4 [Printed Name][Title] [Name of Contractor, address and telephone number] END OF SECTION 0174 00 III. DIVISIONS 2-33 - TECHNICAL SPECIFICATIONS 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. 5. 312000 -Earth Moving: Backfilling and grading of site. 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. PART 2- 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. CONSTRUCTION DOCUMENTS 024119 -1 11/08/17 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. Coring into post-tensioned beams or slabs is not allowed unless x-ray surveying, scanning,or another submitted and approved method has been performed to accurately locate post-tensioned tendons. X-ray surveying at coring locations may be performed by the testing and inspection agency or by another testing agency under the General Contractor's direction. Trades requesting the coring shall pay surveying costs. No coring operations shall commence without the prior written approval of the Structural Engineer of Record. L. Repair all demolition performed in excess of that required, at no additional cost to the Owner. M. 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. CONSTRUCTION DOCUMENTS 024119-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 024119 KENT,WASHINGTON SELECTIVE DEMOLITION N. Pay for and coordinate the work performed by public utilities. Notify the affected utility company well in advance of the scheduled work. O. 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. P. Electrical Demolition Requirements: 1. Remove electrical system components as indicated on the electrical drawings. Q. Plumbing Demolition Requirements: 1. Abandoned underslab piping shall be cut 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. Leave abandoned piping which is concealed in existing construction to remain. R. Acoustical Ceiling Demolition Requirements: Where mineral fiber acoustical ceiling panels are indicated for removal, such panels shall be kept separate from other debris and delivered for reclamation in accordance with Armstrong World Industries Inc. Ceilings Reclamation Program (800/448-1405), or other plan for recycling mineral fiber products. S. 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. T. Carpet Demolition Requirements: 1. Carpet to be removed which is recyclable,downcyclable, or reusable, shall be kept separate from other debris and delivered to the appropriate reclamation facility. 2. Scrape and grind substrate surfaces as necessary to produce a uniform surface ready to receive new finishes U. 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. V. 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 Owner to be free from damage and significant wear W. 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- X. 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 CONSTRUCTION DOCUMENTS 024119 -3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 030013 KENT,WASHINGTON CONCRETE PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Cast-in-place concrete. 2. Concrete accessories. 3. Site walls and other landscape elements. 4. Slab on grade vapor retarder. 5. Formwork, shoring, bracing, and anchorage. 6. Concrete reinforcement. 7. Concrete Sealer. 8. Patching and repair at existing concrete B. Related Sections: 1. 003152 -Testing and Inspection Services: Owner paid testing and inspections. 2. 030514 -Hydrophobic Concrete: Requirements for integral waterproofed concrete 3. 033800-Post-Tensioned Concrete. 4. 079200-Joint Sealants: Expansion joint fillers. 5. 312000-Earth Moving: Fill under slabs on grade. 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 DEFINITIONS A. Architectural Concrete: Formed Concrete elements which are exposed to view as an exterior or interior surface in the completed structure.Areas indicated on the Drawings. 1.3 REFERENCES A. American Concrete Institute(ACI): 1. 117-Standard Specification for Tolerances for Concrete Construction and Materials. 2. 301-05-Specifications for Structural Concrete. 3. 315-Details and Detailing of Concrete Reinforcement. B. American Society for Testing and Materials (ASTM): 1. A185-Welded Steel Wire Fabric for Concrete Reinforcement. 2. A615-Deformed and Plain Billet-Steel for Concrete Reinforcement. 3. C33-Specifications for Concrete Aggregates. 4. C94-Specifications for Ready Mixed Concrete. 5. C132 -Test for Slump of Portland Cement Concrete. 6. C150 -Specification for Portland Cement. 7. C171 -Specification for Sheet Materials for Curing Concrete. 8. C260-Specifications for Air-Entraining Admixtures for Concrete. 9. C494-Specifications for Chemical Admixtures for Concrete. 10. C618 -Specification for Fly Ash and Raw or Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete. 11. C939-Test Method for Flow of Grout for Preplaced-Aggregate Concrete 12. C1107-Specification for Packaged Dry, Hydraulic-Cement Grout(Non-shrink) 13. D1751 - Preformed Expansion Joint Fillers for Concrete Paving and Structural Construction. 14. E1155-Standard Test Method for Determining Floor Flatness and Levelness Using the "F Number" System. 1.4 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: Submit data for each accessory,admixture, and curing material proposed for the work. CONSTRUCTION DOCUMENTS 030013-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 030013 KENT,WASHINGTON CONCRETE C. Shop Drawings: 1. Reinforcing: a. Detail reinforcing in accordance with ACI 315. Indicate reinforcement sizes, spacings, locations and quantities of reinforcing, bending and cutting schedules, splicing,and supporting and spacing devices. b. Indicate embedded items. 2. Slab Layouts: Dimension locations of control, expansion, and construction joints. Relate to building grid lines. 3. Architectural Concrete: Show arrangement and fitting of form joints; note materials and finishes of forming surfaces; indicate locations of all openings and locations of form ties. D. Quality Control Submittals: 1. Mix Designs: Prior to concrete work, submit mix designs for approval. 2. Test Results: Submit test results per ASTM C311 performed less than 6 months prior to use for approval by Architect. 3. Certifications: Submit mill certificates for cement, aggregates,and reinforcing. 1.5 QUALITY ASSURANCE A. Perform work in accordance with ACI 301. B. Concrete work is subject to special testing and inspection as specified in 014500. Notify Architect at least 48 hours before concrete is poured. C. Coordination: 1. Coordinate vertical work of this Section with all horizontal concrete work. 2. Special attention shall be given to the butt joint where forms meet columns to seal the joint so that slurry wash-down doesn't stain the columns during the floor plate pour. D. Mock-Ups: 1. Provide a mockup of four concrete columns and the adjacent horizontal surfaces at locations to be determined by Architect. 2. Cast concrete using steel forms and resin-burnish cured concrete as specified. 3. Mock-ups will be reviewed for surface finish, color, texture and joints. 4. Approved mock-ups will be allowed to become part of the finished work. E. Pre-Installation Conference: 1. At least 35 days prior to start of concrete work the Contractor shall hold, in accordance with Section 013119, a meeting to review the detailed requirements of the concrete design mixes and to determine the procedures for producing proper concrete construction. 2. Required in attendance: a. Contractor's superintendent. b. Testing Laboratory representative. c. Concrete subcontractor. d. Ready-mix producer. e. Admixtures manufacturer's representative. f. Architect/Engineer g. All subcontractors with work to be installed in,or affected by concrete work. h. Representative from the Authority Having Jurisdiction 3. Notify Architect 10 days prior to the scheduled date of the meeting. 4. Agenda: Include the following. a. Installation scheduling and coordination; scheduling of mock-up construction and review. b. Classes of concrete required; mix designs; applicable references. c. Formwork and requirements for Architectural concrete. d. Reinforcement and placement. e. Climatic conditions; hot and/or cold weather concreting procedures(as appropriate); unusual placing conditions. f. Substrate preparation; placement methods; construction joints. g. Flatwork;flatness and levelness requirements;finishing; criteria for acceptance; remedies. h. Curing and protection procedures i. Site quality control;inspection and testing requirements. j. Sealers; locations and coverage rates CONSTRUCTION DOCUMENTS 030013-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 030013 KENT,WASHINGTON CONCRETE PART 2-PRODUCTS 2.1 FORM MATERIALS A. Unless specified otherwise, conform to ACI 301. B. Form Facing Materials: 1. Standard: Phenolic surface film overlay panels; "Finnform,""Betofilm,""Olympic Panel," or other approved. 2. Plywood;APA B-B Plyform Class 1, EXT. 3. Smooth steel forms at burnished concrete. C. Form Ties: Taper ties. D. Chamfers and Rustication Strips: Wood or plastic;fabricate to the shapes indicated. 2.2 PATCHING MORTAR A. Furnish polymer modified cementitious mortar meeting the following minimum requirements: 1. Bond Strength:ASTM C882, 2,000 psi. 2. Compressive Strength:ASTM D695, 8,000 psi. 3. Flexural Strength:ASTM C78, 1,700 psi. B. Approved Patching Mortars: 1. Sika Corporation, SikaTop 121, 122, or 123, or approved. 2. Mapei Americas Inc., Planitop X or Planitop XS, or approved. 2.3 SKIM COAT AND RESURFACING MATERIALS A. Sikka Corporation"Sikagard FlexCoat"or approved. B. Mapei Americas"Tilt Finish"or approved. 2.4 REINFORCING A. Reinforcing Steel: Types as indicated on the structural drawings. B. Chairs, Bolsters, Bar Supports, and Spacers: Sized and shaped for strength and support of reinforcement during installation and placement of concrete. 2.6 CONCRETE MATERIALS A. Cement: ASTM C150, normal -Type 1 Portland, grey color. B. Fly Ash: ASTM C618, Class C or F; loss on ignition (LOI) not to exceed 1 percent. Use fly ash from one single source for the whole Project. C. Normal Weight Fine and Coarse Aggregates: ASTM C33;severe weather exposure. D. Water: ASTM C94, para. 5.1.3 2.6 ADMIXTURES A. Air-Entrainment: ASTM C 260; Master Builders Inc."Micro-Air"or"MBVR", Euclid Chemical Co. "Air Mix,"or approved. B. Water Reducer Normal: ASTM C 494, Type A; Master Builders Inc. "Pozzolith/Polyheed,"Euclid Chemical Co. "Eucon WR 75," or approved. C. High Range Water Reducer(Superplasticizer): ASTM C 494,Type F or G and shall be of the second or third generation type. Shall be batch plant added,extend plasticity time, reduce water 20 to 30 percent. Master Builders Inc."Rheobuild," Euclid Chemical"Eucon 37,"or approved. D. Accelerator: ASTM C 494,Type C or E, non-corrosive, non-chloride; Master Builders"Pozzutech 20," Euclid Chemical Co. "Accelgard 90,"or approved. E. Set Retarder: ASTM C494,Type B. F. Shrinkage Reducing Admixture: Eclipse by W.R. Grace Company. CONSTRUCTION DOCUMENTS 030013-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 030013 KENT,WASHINGTON CONCRETE G. Self-Consolidating Concrete(SCC)Admixtures: Polycarboxolate based admixture; "ADVA Cast 530" or"ADVA Cast 100" by Grace Construction Products, or"Rheodynamic"by Master Builders. H. Colorant: Davis Colors. L.M. Scofield"Chromix,"or approved;colors as scheduled on the Drawings. 2.7 ACCESSORIES A. Underslab Vapor Retarder: ASTM E1745, Class A; one of the following: 1. "Stego Wrap 15 Mil Class A"by Stego Industries, LLC(877-464-7834). 2. "Perminator 15 mil Underslab Vapor Mat"by WR Meadows, Inc. (847-214-2100). 3. "Moiststop Ultra" by Fortifiber Systems(800-7734777). B. Bonding Agent: Acrylic type; Sonneborn"Son nocrete", W.R. Grace"Duraweld C", Euclid Chemical Co. "Flex-con", or approved. C. Non-Shrink Grouts: ASTM C1107, Grade B; non-shrink non-catalyzed natural aggregate grout; minimum compressive strength of 7000 PSI at 28 days; 25 to 30 second flow when tested in accordance with ASTM C939 at 45 to 90 degrees F; cement gray in color; Master Builders Inc. "Masterflow 928," Euclid Chemical Co."HiFlow Grout,"or approved. D. Form Coatings: 1. Provide commercial formulation form-coating compounds that will not bond with, stain,or adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces when applied to forms or form liners. 2. Water based type;VOC <150g/l; Nox-Crete"Utility Release,"Cresset Chemical Company"Crete- Lease 20-VOC,"or approved; non staining. E. Curing Materials: 1. Waterproof Sheet Material: Waterproof paper in accordance with ASTM C171; reinforced waterproof kraft paper;white color at exterior applications; Burke Kraft Curing Paper Type I-SK- 30, or approved. 2. Mats and Burlap: Fabric covering composed of quilted polyethylene sheeting laminated to outer covering of burlap, cotton, or other approved fabric; outer covering shall weigh not less than 6 ounces per square yard. 3. Curing/Sealing Compound: ASTM C309; water based curing compound;Euclid Chemical Company"Aqua-Cure,"Sonneborn"Kur-N-Seal WB," Burke by Edoco"Spartan-Cote WB II,"or approved. F. Prefabricated Slab Construction Joints: Burke by Edoco"Keyed Kold Joint,"with splice plates, stakes, and driving accessories, or approved; depth 1/2 inch less than slab thickness, galvanized sheet metal tongue and groove joint form,with knockouts for passing reinforcing bars through. G. Preformed Joint Fillers: 1. Non-extruding type;ASTM D1751; Sonneborn"Expansion Joint Filler," WR Meadows"Sealtight Fiber", "Burke by Edoco"Fiber expansion Joint,"or approved. 2. Joint Cap: Strippable plastic type;W.R. Meadows"SealTight Snap-Cap", Burke by Edoco"Joint Cap", or approved; width to match expansion joint filler material. H. Waterstop Tape: Bentonite waterstop; one of the following: 1. Cetco Building Materials Group(Hoffman Estates, IL; 800-527-9948);"Volclay RX Waterstop". 2. Tremco Inc;Sealant/Waterproofing Division(Beachwood, OH; 800.321.7906); "Parastop" 3. Carlisle Coatings&Waterproofing (Wylie,TX; 800-527-7092); "Mirastop". 4. Size as recommended by the manufacturer for the application. I. Finishing Aid: Evaporation retardant for preventing rapid drying during hot windy weather, Master Builders"Confilm"or approved equal. J. Resin Sealer: 1. The Euclid Chemical Company(Sacramento CA; 916 781-3434)"Super Diamond ClearVOX"; high solids water-based acrylic sealer. 2. For use only at vertical burnished concrete. CONSTRUCTION DOCUMENTS 030013-4 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 030013 KENT,WASHINGTON CONCRETE 2.8 CONCRETE MIX A. Mix concrete in accordance with ASTM C94,and in accordance with the requirements indicated on the structural drawings. B. Concrete at slabs on grade and elevated slabs shall have a maximum water/cement ratios indicated on the Structural Drawings. C. Admixtures: 1. All concrete shall contain the specified water reducing or high range water reducing admixture, except concrete with a required water/cement ratio of 0.45 or lower shall contain a high range water reducing admixture. 2. All concrete required to be air entrained shall contain air entraining admixture to produce 4%to 6%air. 3. All concrete placed in ambient temperatures from 40 degrees F to 20 degrees F, and all slab concrete placed in ambient temperatures below 50 degrees F, shall contain an accelerator at the manufacturer's required dosage. 4. All concrete placed in ambient temperatures of 90 degrees F or above, shall contain a set retarder at the manufacturer's required dosage. 5. Add colorants as necessary to obtain the concrete colors to match the approved samples. D. Self Consolidating Concrete(SCC): 1. Provide mix design to produce self consolidating concrete as defined in this Section. 2. Range of Slump Test Spread Values: a. Formed Concrete: 24 to 30 inches. b. Slab Concrete: 18 to 28 inches. E. Provide 28 day compressive strengths as indicated on the Structural Drawings. Where not indicated on the Structural Drawings, provide minimum 4000 psi compressive strength unless indicated otherwise. F. Provide fly ash in the following proportions: 1. 15 to 20 percent by weight of cementitious materials in post-tensioned concrete. 2. A minimum of 15 percent and a maximum of 50 percent by weight of cementitious materials in footings, walls,columns and slabs on grade. 2.9 REINFORCEMENT FABRICATION A. Fabricate as indicated and in accordance with ACI 315. 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 VAPOR RETARDER AND CAPILLARY BREAK A. Sequence installation of vapor retarder with earthwork, as appropriate. B. Surfaces to Receive Interior Floor Slabs: 1. Install gravel fill to depths indicated on the Structural Drawings;compact to 95 percent of maximum dry density as determined by ASTM D1557. 2. Place vapor retarder. Lap joints a minimum of 6 inches and seal with tape. Seal around penetrations; repair all damage to vapor retarder prior to covering_ 3.3 FORMWORK ERECTION A. Verify lines, levels, and measurement before proceeding with formwork. Align form joints. CONSTRUCTION DOCUMENTS 030013-5 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 030013 KENT,WASHINGTON CONCRETE B. Use plywood forms, unless other systems are approved by the Architect. C. Use form coating on forms in accordance with the manufacturer's recommendations. Verify that form coatings will not affect the bond of subsequent concrete surface treatments. D. Coordinate with work of other Sections in forming and setting openings,slots, recesses, chases, sleeves, bolts, anchors, and other inserts. E. Tolerances: Comply with ACI 117. F. Concrete Forms: 1. Construct forms of approved form panel materials. 2. Use coned form ties at an even spacing as approved by the Architect. 3. Additional Tolerance Requirements: In accordance with ACI 301. Form surfaces at the joints between each panel shall be flush within a tolerance of plus or minus 1/16 inch. 4. Form Joint Seal for Concrete: At locations indicated to receive smooth joints, provide double face tape, not more than 1/16th inch thick to edges of form panels holding back from form surface at least 1/16 inch; apply continuous bead of silicone sealant for the length of the joint;tool sealant smooth and flush with adjoining contact surfaces. Wipe off all excess sealant. Fill flush all holes and imperfections in forming surface with sealant. 5. Forms for self consolidating concrete shall be watertight. 6. Rustication Strips: Glue or nail to form surfaces; set and fill nail holes; seal to surface of forms. 7. Form Reuse: Do not re-use forms. Provide new forms for each location. G. Where earth forms are used, hand trim sides and bottoms of earth forms. Remove loose dirt. H. Waterstop Tape: 1. Ensure that all surfaces to receive waterstop tape are formed, troweled, or ground smooth. 2. Remove all debris and other materials which would impair bond. 3. Install in locations indicated in accordance with the manufacturer's recommendations. Install to maintain a minimum of 1 inch of concrete coverage over the tape. 3.4 REINFORCEMENT A. Place, support, and secure reinforcement against displacement. B. Locate reinforcing splices not indicated on the drawings at points of minimum stress. C. Provide laps and concrete cover as indicated in the Drawings. 3.5 PLACING CONCRETE A. In accordance with ACI 301. B. Bonding Agent: Mix thoroughly and apply strictly in accord with the manufacturer's instructions; do not use when ambient temperature is below 45 degrees F. Place concrete in contact immediately while bonding agent is still tacky. 3.6 SUBSEQUENT TREATMENT FOR FORMED SURFACES A. Unless otherwise indicated, provide smooth form finish for concrete to remain exposed in the finished work; rough form finish for concrete to remain concealed in the finished work. B. Where waterproofing or dampproofing is scheduled or indicated,grout fill all rock pockets,tie holes, and other surface imperfections to create a smooth surface ready to receive the membrane. Grind concrete fins and other surface projections flat with adjacent surfaces. C. Pock marks 3/8"or smaller are acceptable to the architect to be unpatched, as long as the quantity of pockmarks on the column is limited. Pockmark allowance to be 1% of the surface area of any given face. D. Finishes at Concrete(Non-Slab): 1. Rough-form finish-Patch tie holes and defects. Chip or rub off fins exceeding 1/2 in in height. Leave surfaces with the texture imparted by the forms. To be used at west wall along Grid 7. 2. Smooth-form finishes- Patch tie holes and defects larger than 3/8". Color match all patching. Remove fins exceeding 1/8"in height. Corners to receive eased edges.Typical finish for concrete exposed to view. CONSTRUCTION DOCUMENTS 030013-6 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 030013 KENT,WASHINGTON CONCRETE 3.7 SLABS A. Expansion Joints for Slabs on Grade: 1. Place expansion joints at locations indicated and where exterior slabs abut concrete walls,the building perimeter, and other fixed objects abutting or within the slab area. 2. Form joints 1/2 inch wide x full depth of slab. 3. Form expansion joints with preformed joint filler. Install strippable joint at joints to receive sealant specified in Section 079200. 4. Tool expansion joints to 1/4 inch radius. 5. Discontinue reinforcing at the expansion joint. Use 16 inch long sleeved 3/4 inch diameter smooth dowels at 12 inches on center for expansion joints in the field of the slab. 6. Place perpendicular to longitudinal axis of wall and curbs. Where possible, make joints of curbs coincide with joints in walks. B. Control Joints for Slabs on Grade: 1. Make joints straight; perpendicular or parallel to building lines and slab edges,as appropriate. 2. Control joints shall be saw cut or tooled, unless indicated otherwise. 3. Radius tooled control joints to match expansion joints. 4. Control joints shall penetrate the slab a minimum of 1/4 the thickness of the slab and shall be 3/16 inch in width minimum. 5. Space control joints at the locations indicated,except when not indicated locate in at 32 times the slab thickness. 6. Align joints with column lines whenever possible. Joints shall form rectangular panels with the long side less than 1-1/2 times the length of the short side. Provide circular or diamond shaped joint lines around columns. Locate control joints at reentrant corners. Coordinate with placement of joints in tile surfaces. C. Tooled Joints for Slabs on Grade: Provide tooled joints to match control joints. Tooled joints do not need to penetrate the slab 1/4 the depth of the slab. D. Construction Joints: Place at either expansion or control joint locations for slab on grade construction. E. Curing: 1. Moisture cure all concrete for a minimum of 7 days, unless approved or specified otherwise. 2. Use curing/sealing compound on concrete slabs scheduled to receive sealer. 3. Use waterproof sheet material at surfaces to receive subsequent bonded finish materials. A curing compound may be used on surfaces to receive subsequent bonded finish materials, provided the curing compound is approved in writing by the manufacturer of the adhesive or the bonding finish material. Curing compound may also be used on surfaces to receive subsequent bonded finish materials, provided the curing compound is removed with shot blasting or other approved method prior to installation of bonded materials. 4. Apply curing/sealing compounds in accordance with the manufacturer's recommendations. 5. Maintain concrete temperatures above 50 degrees F. F. Finishes: 1. Full Trowel finish interior floor slab surfaces, unless specified otherwise. 2. Light steel trowel finish interior floor slab surfaces scheduled to receive tile,terrazzo, or other similar bonded materials. 3. Light broom finish at garage slabs. 4. Heavy broom finish at garage ramps. G. Curing/Sealing Compound: Apply a second coat of curing/sealing compound to concrete slabs scheduled to receive sealer. Clean floor and apply just prior to substantial completion. Apply in accordance with the manufacturer's recommendations. H. Tolerances: Provide Random Traffic floor tolerances as follows, when measured in accordance with ASTM El 155, including those floors to receive subsequent finishes. 1. Slabs on Grade to receive thinset flooring and resilient floor covering : FF 35, FL 25, over test area; FF 24, FL 17, minimum local value. 2. Slabs on Grade to receive carpet : FF 25, FL 20, over test area; FF 17, FL 15, minimum local value. CONSTRUCTION DOCUMENTS 030013-7 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 030013 KENT,WASHINGTON CONCRETE 3. Slabs on Grade at non-public areas, parking structure slabs, subfloors under concrete topping, thickset tile and raised computer floors; FF 20, FL 15, over test area; FF 15, FL 10, minimum local value. 4. Slopes And Pitches To Drain: FF 15, minimum local value at each discreet plane as indicated on the Drawings; free from areas subject to puddling. 5. Elevated Slabs: Provide floor flatness testing to achieve final values that are within 80%of slab- on-grade requirements for similar floor finish or use but in no case less than FF 20. Testing shall be performed before shoring is removed and within 72 hours of concrete placement. 6. Post-Tensioned Slabs: Provide floor flatness testing to achieve final values that are within 80% of slab-on-grade measurements for similar floor finish or use but in no case less than FF 20. Testing shall be performed before shoring is removed,within 72 hours of concrete placement and prior to tension being applied. 3.8 PREPARATION -CONCRETE PATCHING A. Prepare surfaces to receive patching mortar in accordance with the manufacturer's recommendations. B. Sandblast, shotblast, or abrade existing spalled areas to receive patching treatments as necessary to remove surface contamination and ensure bond. Do not damage protective coatings that have been applied to steel reinforcing. Do not damage adjacent historic concrete texture to remain. C. Mechanically profile and prepare concrete surfaces by approved methods to obtain a profile amplitude of% inch. 3.9 CONCRETE PATCHING AND FINISHING A. Apply patching mortar to spalled areas in accordance with the manufacturer's recommendations. B. Trowel to a smooth surface at between %inch and%inches below adjacent finished surfaces. C. Moisture cure if conditions might cause premature surface drying such as high temperatures, low humidity,or strong winds. Use water spray,wet burlap,or curing compound. Only curing compounds which are compatible with subsequent finish coats and which will not adversely affect the appearance of the patch may be used. D. Apply finishing skim coat at patching locations. Incise skim coat in horizontal lines of varying depth and width with tool as required to match random raked finish at adjacent surfaces. Avoid filling existing grooves and clean them out where they are filled. Provide additional subsequent work such as dry scrubbing, softening ridges, or further incising the semi-cured or cured surface as required to improve or fine tune the match. E. Patching at miscellaneous holes and depressions less than 6" maximum dimension: Mask off surrounding textured concrete before applying patching mortar, apply finishing skim coat with smooth sanded finish recessed 1/8"from adjacent texture surface. Avoid filling existing grooves and clean them out where they are filled. 1. END OF SECTION CONSTRUCTION DOCUMENTS 030013-8 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 035416 KENT,WASHINGTON HYDRAULIC CEMENT UNDERLAYMENT PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Underlayments and topping slabs as necessary for leveling of new cast-in-place concrete slabs to meet specified tolerances. 2. Ramps and tapers as necessary to correct levels between dissimilar finishes. B. Related Sections: 1. 030013-Concrete: Slab tolerances. 2. 093000-Tiling: Substrate tolerance requirements. C. Drawings, the provisions of the Agreement,the General Conditions, and Division 1 specification sections apply to all work of this Section. D. Substitutions: Proposals for alternate products and methods for applications indicated may be considered by the Architect, subject to requirements of Section 016000, system performance requirements, and applicable requirements of this Section. 1.2 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Manufacturer's product data and installation instructions. 1.3 DELIVERY, STORAGE AND HANDLING A. Deliver materials in their original unopened packages and protect from freezing, direct sun exposure, and exposure to moisture. 1.4 ENVIRONMENTAL REQUIREMENTS A. Maintain surface and ambient temperature of between 50 and 80 degrees F for 24 hours before, during, and 24 hours after underlayment installation. B. Keep traffic out of area in which underlayment is being applied or cured. PART 2-PRODUCTS 2.1 MATERIALS A. Self Leveling Underlayment System: Self-leveling,pourable, cement based material, minimum 28 day compressive strength 2,000 psi; minimum bond strength 200 psi; one of the following. 1. Mapei Corporation"Ultraplan 1". 2. Ardex Inc. "K-15"Self-Leveling Underlayment Concrete 3. Laticrete International, Inc. "Laticrete 86 LatiLevel Thin Pour Underlayment." 4. Laticrete International, Inc. "Laticrete 88 LatiLevel Thick Pour Underlayment." B. Trowelable Underlayment System: 1. Ardex Inc."SD-P" Fast-Setting Underlayment. 2. Laticrete International, Inc. "Laticrete 220 Medium Bed Mortar mixed with "Laticrete 3701 Latex Mortar Admix." 3. Mapei Corporation"Mapacem 100"or"Planitop 10". 4. Tamms Industries Co. "Thin Patch." C. Interior Traffic Bearing Topping System: Ardex Inc. "SD-T"Self-Leveling Self-Drying Concrete Topping; minimum 28 day compressive strength 6,000 psi. D. [Exterior][/Interior]Traffic Bearing Patching Compound: Ardex Inc. "CD TM Concrete Dressing'; minimum 28 day compressive strength 4,000 psi. E. Accessories: Furnish primers, patching compounds, and sand fillers as recommended by the underlayment manufacturer for the conditions of the project. CONSTRUCTION DOCUMENTS 036416-1 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 036416 KENT,WASHINGTON HYDRAULIC CEMENT UNDERLAYMENT 2.2 MIXING A. Thoroughly mix underlayment materials for each type of product in proper proportions to achieve smooth homogeneous mix,free of lumps. PART 3-EXECUTION 3.1 GENERAL A. With the exception of areas where leveling can be accomplished by use of latex underlayment,as specified in other sections, install cementitious underlayment to concrete slabs as indicated on the Drawings, and as necessary to level slabs or bring substrates to proper elevation. 3.2 PREPARATION A. Inspect floor to verify that demolition is complete to the point where work may progress. B. Survey floor as necessary to set screeds and reference points. Identify construction joints, control and expansion joints. Prepare for underlayment at all locations where floor does not meet specified tolerance requirements. C. Ensure that subfloor is clean,dry, hard, sound, and free of oils, or other substance which would affect proper bonding and curing. Verify that all areas to be leveled are at or below final design elevation. E. 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. 3.3 APPLICATION A. Install trowelable underlayment at locations where slopes are indicated and at other locations as appropriate to installation conditions; install self leveling underlayment at other locations as necessary to correct slab flatness and levelness. B. Set screeds, markers, and reference blocks, Set screeds at all construction and control joints to establish weakened plane joints in underlayment. C. Install patching compounds in accordance with the manufacturer's recommendations. Where subsequent finishing of the material is required, float to level surface. Do not trowel. D. Apply primer to all areas to receive underlayment; repeat application if necessary to achieve proper build. E. Mix materials and pour or pump and squeegee into place to achieve appropriate thickness. Finish to a smooth level surface within tolerances specified for concrete floors. G. Cure in accordance with the manufacturer's instructions. H. Tolerances: As specified in Section 033013. 3.4 CLEANING A. As work proceeds, clean up excess materials, rubbish, and splash. END OF SECTION CONSTRUCTION DOCUMENTS 035416-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 055000 KENT,WASHINGTON METAL FABRICATIONS PART1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Fabricated metal items indicated on the Architectural Drawings and scheduled at the end of this Section. B. Related Sections: 1. 030013-Concrete: Embedment of metal fabrications; foundations and fill at pipe bollards. 2. 051200-Structural Steel Framing: Steel elements indicated on the Structural Drawings. 3. 055213- Pipe And Tube Railings 4. 074213- Metal Wall Panels: Coordination of custom or proprietary sheet metal cladding. 5. 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 aqualified 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. A153-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. CONSTRUCTION DOCUMENTS 065000-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 055000 KENT,WASHINGTON METAL FABRICATIONS D. Delegated-Design Submittal: For installed products indicated to comply with performance requirements and design criteria, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.6 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. PART2-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: 5005-1-132 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,"Hilti 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," "ZRCCold 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,"Sonnebom "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 A17.1. 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 fora 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. CONSTRUCTION DOCUMENTS 055000-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 055000 KENT,WASHINGTON METAL FABRICATIONS B. Fabrication of Elements to Receive Galvanized Coatings: 1. Fabricate in accordance with the applicable requirements of ASTM A143,A384,and A385. 2. Remove welding slag and burrs prior to galvanizing. 3. Avoid fabrication techniques which could cause distortion or embrittlement of the steel. 2.4 FABRICATION -ALUMINUM FABRICATIONS A. Verify all dimensions, and fabricate to detail with accurate sizes and shapes, straight lines, smooth curves, and sharp angles. Flat surfaces shall be smooth with no dents,or waves. Mechanical fasteners in contact with aluminum shall be stainless steel or aluminum. Weld marks shall be without visible weld marks or deformations. Grind and polish all weld marks smooth before finishing. B. Finish shall be shop-applied organic coating containing minimum 50% Kynar resin, as manufactured by PPG or Valspar, color as scheduled. Apply in accordance with manufacturer's instructions. 2.6 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 Al53. 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. 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. C. Special Primer at Galvanized Surfaces: 1. Prepare surfaces in accordance with the finish coat manufacturer's recommendations, and as specified below. 2. Solvent clean in accordance with SSPC SP-1; commercial blast ungalvanized ferrous metal surfaces in accordance with SSPC SP10. Abrade galvanized surfaces with a metal preparation pad. 3. At galvanized steel, spray apply epoxy primer in accordance with the manufacturer's recommendations. Apply primer to receive field application of finish coats as specified in Section 099000. 4. Except for surfaces indicated to be field welded, coat all surfaces of fabrication,whether or not exposed to view in installed position. 5. Maintain at least one coat of primer at all times during installation. Immediately patch damaged coatings. 6. Finish coat shall be free of dirt, flow lines, sags, blisters, pinholes, and other surface imperfections. 7. Locations: Provide at all galvanized metals and other fabrications as scheduled. Do not prime surfaces to be field welded. 2.6 PROTECTION A. For metal in contact with concrete, masonry, and other dissimilar materials, coat contact surfaces with zinc-rich primer. CONSTRUCTION DOCUMENTS 055000-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 055000 KENT,WASHINGTON METAL FABRICATIONS 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. END OF SECTION CONSTRUCTION DOCUMENTS 055000-4 11/08/17 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. Glued-laminated beams. 4. Plywood terminal back boards. B. Related Sections: 1. 054000 -Cold-Formed Metal Framing:Structural lightgage metal framing. 2. 076200 -Sheet Metal Flashing and Trim. 3. 092200—Lightgage Metal Support Framing: Support framing; metal backing. 4. 092900 -Gypsum Board: 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 SYSTEM DESCRIPTION A. Structural Requirements for Fabricated Wood Structural Members: Design for dead loads and live loads as indicated on the structural drawings,with deflection limited to 11360 the span for floor loads and 1/240 the span for roof loads. 1.4 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Product Data: Submit complete technical and product data on the following: 1. Preservative[and fire retardant]wood treatments. 2. Framing and sheathing accessories. 3. Fabricated structural wood members. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Work shall conform to the requirements of the currently enforced International Building Code as adopted by the jurisdiction. CONSTRUCTION DOCUMENTS 061000-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 061000 KENT,WASHINGTON ROUGH CARPENTRY B. Fabricated Wood Structural Member Manufacturers Qualifications: 1. For each type of fabricated structural wood member, use company specializing in the manufacture of the type of structural wood member with a minimum of three years experience. 2. Glued Laminated Wood Structural Member Manufacturer: Certified by the AITC or APA-EWS (American Wood Systems), in accordance with ANSI A190.1. C. Glued laminated structural units shall conform to Voluntary Product Standards PS 56"Structural Glue Laminated Timber"and AITC 117"Standard Specifications for Structural Glue-Laminated Timber of Softwood Species". D. Design fabricated wood structural members under direct supervision of Professional Engineer experienced in structural framing design registered in State of Washington. 1.6 DELIVERY,STORAGE,AND HANDLING A. Store and protect products under provisions of Section 016000. B. Glued Laminated Wood Members: 1. Protective Wrapping: Individually wrap architectural grade members. Maintain protection until immediately prior to installation. 2. Use padded, non-marring slings when handling architectural grade members. 3. Prevent glued laminated members from becoming wet. 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, NLGA, or SPIB grading rules. B. Moisture Content: Kiln dried to 19% maximum moisture content, except for material whose least dimension is 4 inches thick or greater. C. Species: 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. 2.2 PANEL MATERIALS A. Miscellaneous Sheathing: APA Rated Sheathing; Structural I; CD grade; Exterior; plywood, unless approved otherwise; thicknesses as indicated. B. Terminal Backboards: APA AC grade exterior;fire retardant treated. C. Marine Grade Plywood:APA AB Exterior Grade 2.3 FABRICATED WOOD STRUCTURAL MEMBERS A. Glued Laminated Wood Members: As indicated on the Structural Drawings and the following: 1. Adhesive:ANSI A190.1;water resistant type. 2. Appearance Grades:Architectural grade. 3. Fabricate glue laminated structural members in accordance with AITC architectural grade. 4. Fabricate members to the dimensions, combinations, and cambers indicated. 2.4 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. CONSTRUCTION DOCUMENTS 061000-2 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 061000 KENT,WASHINGTON ROUGH CARPENTRY 2.5 WOOD TREATMENT A. Fire Retardant Treatment: 1. Fire retardant treat all interior concealed lumber and plywood,and other wood as indicated or specified. Provide exterior fireproofing at rooftop blocking, nailers, curbs, sheathing,and other locations subject to wetting during construction operations. 2. All fire retardant treated wood materials shall bear a UL"FR-S" label, or a label from an approved inspection agency certifying that the material meets the requirements of AWPA C-20 Type A for lumber and AWPA C-27 Type A for plywood. 3. 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%. 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 FRAMING A. Erect as indicated. B. Erect wood framing members level and plumb unless indicated otherwise. C. Place horizontal members crown side up. D. Use framing members full length without splices. 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 accordancewith AITC requirements. Do not apply sealer to surfaces to receive stains or other finish treatments. 3.3 SHEATHING A. Install sheathing as indicated. 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 112 inch thick. B. Blocking: Install wood blocking to receive mechanical fasteners for support of plumbing and electrical fixtures and equipment, cabinets,doorstop 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. CONSTRUCTION DOCUMENTS 061000-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 061000 KENT,WASHINGTON ROUGH CARPENTRY 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. 3.5 PLYWOOD TERMINAL BACKBOARDS A. Provide a fire retardant treated plywood terminal backboard for telephone systems where indicated on the drawings. B. Mechanically apply directly over gypsum backing board. END OF SECTION CONSTRUCTION DOCUMENTS 061000-4 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 072100 KENT,WASHINGTON THERMAL INSULATION PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Thermal batt insulation with separate vapor barrier. 2. Rigid board wall insulation. 3. Rigid board perimeter insulation. B. Related Sections: 1. 075200-Modified Bituminous Membrane Roofing: Insulation provided as part of roofing system. 2. 078400-Firestopping: Insulation provided as a part of systems for sealing penetrations through fire-rated floors and walls. 3. 078500-Fire Rated Construction Joints: Insulation provided as a part of systems for sealing joints in fire-rated floors and walls. 4. 098100-Acoustic Insulation. 5. 312000-Earth Moving: Backfilling; coordination with installation of rigid board perimeter insulation at building foundation. 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, Cellular Polystyrene Thermal Insulation. 3. C612-Specification for Mineral Fiber Block and Board Thermal Insulation. 4. C665- Mineral Fiber Blanket Thermal Insulation for Light Frame Construction and Manufactured Housing. 5. D1621 -Test Method for Compressive Properties of Rigid Cellular Plastics. 6. 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. Unfaced Batt and Blanket Insulation: ASTM C665, Type I; preformed unlaced glass fiber roll;flame spread of 25 or less and smoke developed of 50 or less when tested in accordance with ASTM E84; formaldehyde free, Johns Manville Corp. "Unfaced Formaldehyde-free Thermal and Acoustical Fiber Glass Insulation;"or approved; oversize widths for friction-fit between metal framing. B. 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. CONSTRUCTION DOCUMENTS 072100-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 072100 KENT,WASHINGTON THERMAL INSULATION 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). C. Low Flame Spread Rigid Polyisocanurate Board: Dow"Thermax Sheathing"; foil facing; IBC approved for exposure without thermal barrier in accordance with NER-681. Provide with manufacturer's recommended tape seal for joints. 2.2 ACCESSORIES A. Separate Vapor Barrier for Batt Insulation: Foil scrim kraft FSK 25; flame spread of 25 or less and a smoke developed of 50 or less when tested in accordance with ASTM E84. B. 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. C. Tape: To match foil scrim kraft face of vapor barrier; 2 inch minimum width. D. Impaling Pins: 12 gage pins; length as required with mounting plates for welding or adhesive mounting; include retainer shields. E. Adhesive: 1. Type recommended by insulation manufacturer for application; compatible with insulation and substrate. 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). F. 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 INSTALLATION -BATT INSULATION A. Install batt insulation in accordance with manufacturer's instructions.Install insulation without gaps or voids. C. Trim insulation neatly to fit spaces. Use batts free of damage. D. At metal stud framing, insert the insulation edges tightly into the stud channels for a friction fit. Provide additional supports as necessary to prevent sliding of batts in the stud cavity. E. Mechanical Fastening: 1. At locations where no support framing is present, provide metal impaling pins and retainers. 2. Mechanically or adhesively bond the retaining pins to the substrate in accordance with the manufacturer's recommendations. 3. Space pins at maximum 24 inches on center along the edges and within the field of the batt. Place edge pins within 6 inches from the edge of the batt. CONSTRUCTION DOCUMENTS 072100-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 072100 KENT,WASHINGTON THERMAL INSULATION F. Pack bait insulation in shim spaces at perimeter of window assembly to maintain continuity of thermal barrier. G. Separate Vapor Barrier Installation: 1. Install separate vapor barrier over unlaced insulation. 2. Install vapor barrier toward warm side of building spaces. 3. Vapor barrier shall be continuous. 4. At locations where insulation is mechanically fastened by impaling pins, place vapor retarder over impaling pins and hold in position with additional retainers. The installation shall present a tight, continuous, and wrinkle free appearance. 5. At lightgage support framing, secure to studs with double stick tape or spray adhesive_ 6. Lap joints in vapor barrier 2 inches, except provide tape sealed joints at locations where vapor barrier will remain exposed in the finished work. 7. Tape seal vapor barrier to adjacent construction at perimeter edges. 8. Tape and seal tears or cuts in vapor barrier. H. Separate Protective Membrane Installation at Garage Level Decks 1. Install with protective membrane over mechanically fastened bait insulation at garage level decks with conditioned spaces over. 2. Place protective membrane over impaling pins and hold in position with additional retainers over previously installed retainers. The membrane shall present a tight, continuous, and wrinkle free appearance. 3. Fold membrane over at perimeter and cover all exposed insulation edges. Tightly secure in position. Tuck into space between insulation and deck. 4. Neatly tape the joints with matching tape. Tape seal tears or cuts in vapor retarder. 3.3 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. 3.4 LOW FLAME SPREAD RIGID BOARD INSULATION AT UNDERSIDE OF INTERIOR CONCRETE DECKS A. Provide low flame spread rigid polyisocanurate board insulation at interior overhead decks within conditioned spaces with unconditioned space over, excluding decks with separate membrane and insulation systems. B. Install insulation tight to the deck in accordance with the manufacturer's applicable current installation instructions. C. Securing Insulation: 1. Provide a minimum of 4 impaling pins per board. 2. Adhesively bond impaling pin base plates to substrate. 3. Provide additional adhesive over concrete surfaces and impale boards onto pins and embed into adhesive. 4. Secure with retaining caps. D. Install board insulation to form a continuous insulation barrier. E. Boards shall be tightly butted and cut to fit around construction mounted to the deck. F. Trim insulation to tightly fit around penetrations. Cut edges shall be clean and straight. G_ Tape seal joints and penetrations with matching foil tape. H. Provide sufficient thickness for a minimum uniform thermal value as indicated. 3.5 INSTALLATION-RIGID BOARD PERIMETER INSULATION A. Use rigid extruded polystyrene insulation. Coordinate with Section 312000 for installation of rigid perimeter insulation. CONSTRUCTION DOCUMENTS 072100-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 072100 KENT,WASHINGTON THERMAL INSULATION B. Install perimeter insulation vertically and horizontally with tight butt joints at locations detailed. C. Minimum vertical height: As detailed. D. Minimum horizontal width: 24 inches. E. Provide impaling pins and sheet metal supports for safing as necessary to maintain system securely in place. Fit insulation tight in spaces with no gaps or voids. END OF SECTION CONSTRUCTION DOCUMENTS 072100-4 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 072700 KENT,WASHINGTON WEATHER RESISTIVE BARRIERS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Liquid-applied 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. 4. Membrane flashing for patching at roof penetrations B. Related Sections: 1. 042113- Brick Masonry: Adjacent construction. 2. 042200-Concrete Masonry Units: Substrate. 3. 075200- Modified Bituminous Membrane Roofing: Continuation of air barrier at roof assembly. 4. 076200-Sheet Metal Flashing and Trim: Flexible flashing provided with separate sheet metal flashing systems. 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): El62-02a 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. CONSTRUCTION DOCUMENTS 072700-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 072700 KENT,WASHINGTON WEATHER RESISTIVE BARRIERS 1.6 QUALITY ASSURANCE A. Applicator: Work of this section shall be performed by a single applicator, unless specifically approved otherwise by the Architect. 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. 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 Triple.layer spunbond polypropylene s ......... Water.yapor Transmission 308:9 grams/m2/24hrs(50 perms) Air Permeabilit 0.0095 Us/m2 or 0.0019 cmf/ft2 ------------------------------- ---------..........----------------------------------------.......------........----------.. B. Liquid Applied Weather-Resistive Barrier System: 1. Acceptable Products: a. "RGuard Cat5"by Prosoco(Lawrence KS; 800-255-4255); b. "Tyvek Fluid-Applied WB System" by Tyvek/Du 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 E162): 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. CONSTRUCTION DOCUMENTS 072700-2 11/08/17 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 flashings 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. CONSTRUCTION DOCUMENTS 072700-3 11/08/17 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. Seat 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 CONSTRUCTION DOCUMENTS 072700-4 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 074623 KENT,WASHINGTON WOOD SIDING PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Exterior siding and soffits. 2. Exterior 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: CONSTRUCTION DOCUMENTS 0746234 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 074623 KENT,WASHINGTON WOOD SIDING 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. 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 over flush with adjacent surfaces. 3. Arrange for orderly nailing pattern. 4. Adhesive joints shall have no squeeze out. 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. CONSTRUCTION DOCUMENTS 074623-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 074623 KENT,WASHINGTON WOOD SIDING 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 comers. 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. Board and Batten Siding: 1. Unless indicated otherwise,provide 1x8 boards with 1x3 battens over. 2. Install siding vertically in continuous lengths unless approved otherwise. 3. Nail along the center of each board and batten at 24 inches on center. Nail into horizontal nailers provided under Section 061000. Do not double nail boards, unless approved otherwise. Size nails to shall penetrate 1-1/2 inches into framing member. 4. Leave an approximate 1/2 inch gap between 1 x 8 boards. Center battens over each gap. Batten nails shall not penetrate the boards below. 5. Provide 1 inch square cedar fillets at inside corners. G. Plywood Siding and Soffit Boards: 1. Nail panel siding 6 inches on center along edges and 12 inches on center at intermediate supports with 6d box, casing, or siding nails. 2. Allow 1/8 inch spacing along panel ends and edges. 3. Provide"Z"flashing at horizontal joints. H. 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 comers 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 CONSTRUCTION DOCUMENTS 074623-3 11/08/17 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. 042113-Brick Masonry: Flexible flashing provided as part of the masonry system; installation of receivers furnished in this Section. 2. 042200-Concrete Unit Masonry. 3. 079513-Expansion Joint Cover Assemblies: Adjacent construction. 4. 061000-Rough Carpentry: Wood blocking, nailers,and grounds. 5. 075200-Modified Bituminous Membrane Roofing 6. 084313-Aluminum-Framed Entrances and Storefronts: Flashing provided as part of the window and storefront system. 7. 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 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. C. Pre-Installation Conference: Attend pre-installation conference as specified in Section 013119. CONSTRUCTION DOCUMENTS 076200-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 076200 KENT,WASHINGTON SHEET METAL FLASHING AND TRIM 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. 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. 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. Seismic Joint Covers: As indicated on the Drawings and specied in Section 075200. C. Furnish with factory fabricated end caps and downspout leaders. D. Curbs: 1. One of the following: a. Roof Products and Systems Corporation(RPS)(Bensenville, IL; 800-624-8642)."EC-2A." 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 X-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. CONSTRUCTION DOCUMENTS 076200-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 076200 KENT,WASHINGTON SHEET METAL FLASHING AND TRIM 3. Flashing, Packing And Sealant: Provided under Division 15. E. 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. F. Sealants: 1. Butyl Rubber Type-One of the Following: a. `Butyl Sealant" by Tremco, Inc. Sealant/Weatherproofing Division;Beachwood, OH; 800-321-7906; 216-292-5000) b. "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. "Sonolastic NP I"by Sonneborn/ChemRex(Shakopee, MN; 800-433-9517; 952-496-6000). G. Reglets: 1. Fry Reglet Co 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. H. Solder: ASTM B32. I. Cold Galvanizing Compound: ZRC Worldwide, "ZRC Cold Galvanizing Compound,"or approved product meeting the requirements of FS DOD-P-21035. J. Flexible Boot Pipe Flashing: Portals Plus(708/766-5240; 800f774-5240)"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 fora complete and weather tight installation. K. Flexible Flashing: "Grace Ultra,"by W.R. Grace (800-354-5414), or approved. L. Splashblocks: Precast concrete; approximately 12"wide x 18" long,with channel depression to distribute water from downspouts onto roof surface. 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. CONSTRUCTION DOCUMENTS 076200-3 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 076200 KENT,WASHINGTON SHEET METAL FLASHING AND TRIM 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. Parapet Caps(Copings): Fabricate with slotted holes at 24 inches on center for fastening at the back; standing seam (design J8)joints per Table 3-1; 22 gage for copings wider than 18 inches. 2. Scuppers: 26 gage stainless steel sheet; soldered joints; dull finish. 3. 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. 4. Conductor Heads: Figure 1-25F. 5. Gutters: Prefinished galvanized steel;SMACNA Figure 1-2, Style A or F;4 inch width unless indicated otherwise;provide straps or ferrules at 36 inches on center per Fig 1-14;expansion joints at maximum 50 feet in accordance with Figure 1-5. 6. Downspouts: Prefinished galvanized steel;SMACNA Figure 1-32; 2"x 3" rectangular(Figure 1- 32B) or as indicated. 7. 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. 8. Pipe Penetrations: SMACNA plate Fig 4-15, B or C as applicable; provide two pieceflashing at 4- 15B. Provide flexible boot pipe flashing at the locations indicated. Furnish to roofer for installation in the roofing system. 9. 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. Provide for all drainage outlets in gutters. 10. Cap Fascia: SMACNA Figure 2-6; 2-5C (butt and back-up plate joint). 11. 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 flashings 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 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. d. Locations: Provide at flashings 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 other trades as necessary for installation as a part of the work of other Sections. CONSTRUCTION DOCUMENTS 076200-4 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 076200 KENT,WASHINGTON SHEET METAL FLASHING AND TRIM 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 flashings 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 flashings into reglets to form tight fit; secure in place. E. Make watertight connections between scuppers and adjacent roofs,walls, and flashings. Seal all laps. F. Joints: 1. Install metal flashings(including embedded flashings 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. G. Install splashblocks under downspout outlets. Coordinate installation of walkway protection under splashblock as specified in Section 075200. 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 CONSTRUCTION DOCUMENTS 076200-5 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 079200 KENT,WASHINGTON JOINT SEALANTS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Cleaning and preparation of joint surfaces. 2. Sealant and backing materials. B. Related Sections: 1. 071900-Water and Graffiti Repellents: Scheduling requirements. 2. 076200-Sheet Metal Flashing and Trim: Sealants, furnished and installed as part of flashing and sheet metal work. 3. 078400-Firestopping: Fire penetration sealants. 4. 088000-Glazing: Glazing sealants. 5. 093000-Tiling: Grout color samples; mock-up. 6. 098100-Acoustic Insulation: Acoustical sealant. 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. CONSTRUCTION DOCUMENTS 079200-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 079200 KENT,WASHINGTON JOINT SEALANTS 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. 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. PART 2-PRODUCTS 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 NS 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 byDow 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 318 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 prevent water entry under negative pressure; baffle if required. CONSTRUCTION DOCUMENTS 079200-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 079200 KENT,WASHINGTON JOINT SEALANTS 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. 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 grout joint 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 exterior joints, 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 PTNS: Provide at all expansion joints in tile; custom colors to match grout samples submitted by the tile installer. D. Type STPE: Interior side of openings prior to installation of door or window. CONSTRUCTION DOCUMENTS 079200-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 079200 KENT,WASHINGTON JOINT SEALANTS E. Type A: Provide at all interior joints, unless specified otherwise. F. Type SM: Provide at joints around countertops in kitchen or coffee areas. END OF SECTION CONSTRUCTION DOCUMENTS 079200-4 11/08/17 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. 1.6 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. CONSTRUCTION DOCUMENTS 081400-1 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 081400 KENT,WASHINGTON WOOD DOORS PART 2-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: 1. AWI Section 1400, Premium grade. 2. Core: Solid particleboard, unless required otherwise for fire labeling or LEED requirements; 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. Where intumescent seals are required to meet positive pressure labeling requirements, provide concealed edge sealing system built into the door edge. 7. 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, comer to corner. 3.3 ADJUSTING AND CLEANING A. Adjust for smooth and balanced door movement. B. Refer 099000 C. Remove door hardware prior to painting. END OF SECTION CONSTRUCTION DOCUMENTS 081400-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 083100 KENT,WASHINGTON ACCESS DOORS AND PANELS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Fire resistive rated and non-rated access doors and frames and accessories. B. Related Sections: 1. 042200-Concrete Unit Masonry: Adjacent construction. 2. 055000-Metal Fabrications: Access ladders. 3. 092200—Lightgage Metal Support Framing: Framing of openings for access doors. 4. 092900-Gypsum Board: Finishes for concealed access doors. 5. 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. PART 2-PRODUCTS 2.1 WALL AND CEILING ACCESS DOORS A. Acceptable Manufacturers: 1. Milcor LP. (Lima OH; 800441-6899). 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. CONSTRUCTION DOCUMENTS 083100-1 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 083100 KENT,WASHINGTON ACCESS DOORS AND PANELS 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. 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 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 CONSTRUCTION DOCUMENTS 083100-2 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT,WASHINGTON DOOR HARDWARE PART 1 -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 Al17.1 —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 A156.18. 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 fumish hardware templates to the contractor for each fabricator of doors,frames and other work associated with the hardware. CONSTRUCTION DOCUMENTS 087100-1 11/08/17 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. CONSTRUCTION DOCUMENTS 087100-2 11/08/17 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. PART 2-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. ITEM: MANUFACTURER: ACCEPTABLE SUB: Barn Door Hardware (RW) Richards-Wilcox Hinges (IVE) Ives Bommer, McKinney Locks (SCH)Schlage Owner Standard Exit Devices (VON)Von Duprin Owner Standard Electric Strikes (VON)Von Duprin Hes Automatic Openers (LCN)LCN Owner Standard Closers (LCN)LCN Owner Standard Silencers (IVE) Ives Trimco, Rockwood Push&Pull Plates (IVE) Ives Trimco, Rockwood Kickplates (IVE) Ives Trimco, Rockwood Stops& Holders (IVE) Ives Trimco, Rockwood Overhead Stops (GLY)Glynn-Johnson ABH, Rixson Thresholds (NGP) National Guard Pemko Seals&Bottoms (NGP) National Guard Pemko 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'/on doors up to 36". 5 x 4'/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. CONSTRUCTION DOCUMENTS 087100-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT,WASHINGTON DOOR HARDWARE 7. Certifications: a. ANSI A156.13, 1994, Grade 1 Operational, Grade 1 Security. b. ANSI/ASTM F476-84 Grade 31 UL Listed. 2.4 EXIT DEVICES/PANIC HARDWARE A. General features: 1. Independent lab-tested 1,000,000 cycles. 2. Push-through touch pad design. No exposed touch bar fasteners, no exposed cavities when operated. Return stroke fluid dampeners and rubber bottoming dampeners, plus anti-rattle devices. 3. %"throw deadlocking latchbolts. 4. No exposed screws to show through glass doors. 5. Non-handed basic device design with center case interchangeable with all functions, no extra parts required to effect change of function. 6. Releasable with 32 lb. maximum pressure under 250 lb. load to the door. B. Specific features: 1. Lever Trim: Breakaway type,forged brass or bronze escutcheon min .130"thickness, match lockset lever design. 2. Fire-Labeled Devices: UL label indicating"Fire Exit Hardware".Vertical rod devices less bottom rod (LBR) unless otherwise scheduled. 3. Electrically Operated Devices: Single manufacturer source for electric latch retraction devices, electrically controlled trim, power transfers, power supplies, monitoring switches and controls. 2.5 CLOSERS A. Surface Closers: 1. Full rack-and-pinion type cylinder with removable non-ferrous cover and cast iron body. Double heat-treated pinion shaft, single piece forged piston, chrome-silicon steel spring. 2. ISO 2000 certified. Units stamped with date-of-manufacture code. 3. Independent lab-tested 8,000,000 cycles. 4. Thru-bolts at wood doors unless doors are provided with closer blocking. Non-sized, non- handed, and adjustable. Place closer inside building, stairs, and rooms. 5. Plates, brackets and special templating when needed for interface with particular header, door and wall conditions and neighboring hardware. 6. Opening pressure: Exterior doors 8.5 lb., interior doors 5 lb., labeled fire doors 15 lb. 7. Separate adjusting valves for closing speed, latching speed and backcheck, fourth valve for delayed action where scheduled. 8. Extra-duty arms(EDA) at exterior doors scheduled with parallel arm units. 9. Exterior door closers:tested to 100 hours of ASTM 13117 salt spray test, furnish data on request. 10. Exterior doors do not require seasonal adjustments in temperatures from 120 degrees F to—30 degrees F, furnish data on request. 11. Non-flaming fluid will not fuel door or floor covering fires. 2.6 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%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. CONSTRUCTION DOCUMENTS 087100-4 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT,WASHINGTON DOOR HARDWARE 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. 2.7 HARDWARE FINISH Butts -630 Stainless Steel Exterior, 626 Dull Chrome interior Locksets—630 Stainless Steel Exit Devices—630 Stainless Steel Closers—689 Aluminum Overhead stops—630 Stainless Steel Thresholds-Aluminum Misc. Hardware—626 Dull Chrome 2.8 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 SDIA 00 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. 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 Owners satisfaction. CONSTRUCTION DOCUMENTS 087100-5 11/08M7 LAKE MERIDIAN BATHHOUSE SECTION 087100 KENT,WASHINGTON DOOR HARDWARE 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 PROTECTION/CLEANING: 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: CITY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA OVERHEAD BOX TRACK NO.232 TRACK GALV RW 4 EA SIDEWALL MOUNTING 2035.01982 GALV RW BRACKET 2 EA TRUCK HANGER 2321.00002 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 CONSTRUCTION DOCUMENTS 087100-6 11/08/17 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 2035.01982 GALV RW BRACKET 3 EA TRUCK HANGER 2321.00002 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 2035.01982 GALV RW BRACKET 2 EA TRUCK HANGER 2321.00002 ZINC RW 2 EA END BLIND 0232.00007 GALV RW WALL AND DOOR HASP FABRICATIONS PER SECTION 055000 HW SET 4(SWINGING DOORS AT LIFEGUARD AND STORAGE) EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 1 EA PIN AND BARREL 702-SEC 702 IVE CONTINUOUS HINGE 1 EA DEADBOLT LOCK L9463 630 SCH 2 EA DOOR PULL W/PLATE 8303 4X16 630 IVE HW SET 5(LIFEGUARD W/C) EACH TO HAVE: QTY DESCRIPTION CATALOG NUMBER FINISH MFR 3 EA HW HINGE 56131 HW 4.5 X 4.5 NRP 652 IVE 1 EA WALL STOP WS401/402CVX 626 IVE 1 EA GASKETING 188S-BK S-BK ZER 1 EA RESTROOM INDICATOR L9456P 06N L583-363 L283-722 L583-711 626 SCH LOCK END OF SECTION 087100 CONSTRUCTION DOCUMENTS 087100-7 11/08/17 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. 3. Installation of aluminum doors in aluminum frames; frames installation is specified in other Sections. B. Related Sections: 1. 081113- Hollow Metal Doors and Frames. 2. 083100-Access Doors and Panels. 3. 084113-Aluminum-Framed Entrances and Storefronts. 4. 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 (HMMA): 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. CONSTRUCTION DOCUMENTS 087300-1 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 087300 KENT,WASHINGTON DOOR AND HARDWARE INSTALLATION 3.2 DOOR INSTALLATION A. Install doors in accordance with the door manufacturer's printed instructions. 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. 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. [Electrified Hardware 1. Installation Of Automatic Operators: a. Automatic operators and activators shall be installed by factory authorized personnel. Installation shall include all wiring connections. b. All wire,junction boxes, and conduit and the like are to be provided by the electrical subcontractor, based on complete riser and wiring diagrams furnished by the hardware supplier. Installation of and connections to access control systems specified elsewhere are not included in this section. 2. Factory Representative Services Required a. Provide for local representatives of specified electrical hardware manufacturer(s)to assist in the supervision of installation of one of each type of electrified hardware items. b. Provide for supervision of final checkout and adjustment of electrified hardware. c. Provide for continued maintenance site visits during the 1 year warranty period.] H. 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. CONSTRUCTION DOCUMENTS 087300-2 111108/17 LAKE MERIDIAN BATHHOUSE SECTION 087300 KENT,WASHINGTON DOOR AND HARDWARE INSTALLATION 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. 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. CONSTRUCTION DOCUMENTS 087300-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 087300 KENT,WASHINGTON DOOR AND HARDWARE INSTALLATION B. Instruct Owner's personnel in proper adjustment of hardware during the final adjustment of hardware. END OF SECTION CONSTRUCTION DOCUMENTS 087300-4 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 092900 KENT,WASHINGTON GYPSUM BOARD PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: 1. Interior gypsum board. 2. Gypsum soffit board. B. Related Sections: 1. 072100-Blanket Insulation. 2. 078500-Fire Rated Joint Assemblies: Special requirements for partition heads at fire rated partitions. 3. 092200—Lightgage Metal Support Framing: Support framing for gypsum board; tolerance requirements. 4. 092116-Gypsum Board Shaft Wall Assemblies. 5. 093000 -Tiling: Finish materials; tile backer board. 6. 098100 -Acoustic Insulation. C. Drawings,the provisions of the Agreement, the General Conditions,and Division 1 specification sections apply to 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. C475-Joint Treatment Materials for Gypsum Wallboard Construction. 2. C557-Adhesives for Fastening Gypsum Wallboard to Wood Framing. 3. C931 -Standard Specification for Exterior Gypsum Soffit Board 4. C1002 -Steel Drill Screws for the Application of Gypsum Board. 5. C1177 Standard Specification for Glass Mat Gypsum Substrate for Use as Sheathing 6. C1278-Specification for Fiber Reinforced Gypsum Panels. 7. C1395-Specification for Gypsum Ceiling Board 8. C1396-Specification for Gypsum Board 9. D3273 Standard Test Method for Resistance to Growth of Mold on the Surface of Interior Coatings in an Environmental Chamber B. Gypsum Association (GA): 1. GA-214-Recommended Levels of Gypsum Board Finish. 2. GA-216-Recommended Specifications for the Application and Finishing of Gypsum Board. C. Northwest Wall and Ceiling Bureau (NWCB): LFGB-398-Recommended Levels for Finishing of Gypsum Board. 1.3 SUBMITTALS A. Make submittals in accordance with Section 013300. B. Submit complete manufacturer's product literature and installation instructions for each of the materials used. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Registered with the Northwest Wall and Ceiling Bureau. B. Perform work in accordance with GA 216, unless specified otherwise, or required otherwise to meet fire rating requirements. C. Regulatory Requirements: 1. Provide assemblies meeting the hourly fire ratings indicated and specified.Assemblies shall be approved by the local jurisdictional authorities. 2. Fire rating requirements take precedence over the construction requirements indicated. In the event of conflict, notify the Architect, and do not begin construction in the area of conflict until the conflict has been resolved. CONSTRUCTION DOCUMENTS 092900-1 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 092900 KENT,WASHINGTON GYPSUM BOARD D. Assembly Instructions: Contractor shall keep at the site and make available to installers a copy of the following: 1. Installation requirements for each fire rated assembly. 2. GA 216. E. The work of this Section is subject to special fire rated construction joint assembly requirements specified in Section 078500. PART 2-PRODUCTS 2.1 GYPSUM BOARD MATERIALS A. Furnish boards of maximum permissible length for type of installation indicated, tapered edge for boards to be exposed, taped and finished; square edge for boards in concealed applications; 5/8 inch thick unless noted or specified otherwise;furnish type X for fire rated partitions. B. Types: 1. Standard Board, Backing Board, Exterior Water Resistant Soffit Board: ASTM C1396; 5/8 inch thickness unless otherwise indicated. 2. Mold Resistant Gypsum Board: USG Corporation"Sheetrock Humitek Gypsum Panels,"Georgia Pacific "DensArmor Fireguard Interior Guard", National Gypsum Co. "Gold Bond Brand XP Fire- Shield Wallboard,"or approved; comply with ASTM C1396 or ASTM C1177; 5/8 inch thickness; Type'X" Back shall be resistant to mold and mildew growth; average score of not less than 8 when tested in accordance with ASTM D3273. 3. Water Resistant Board:ASTM C1396. 4. Ceiling Board:ASTM C1395; sag resistant. 5. Sound Dampening Board (Composite Gypsum Board Panels): Serious Energy Inc. (Sunnyvale, CA; 800-797-8159)"QuietRock EZ-Znap Panels; 5/8 inch thick. 6. Exterior Gypsum Ceiling Board:ASTM C931; sag and moisture resistant. 7. Abuse Resistant Board: ASTM C1278; USG Corporation"Fiberock Aqua-Tough Interior Panels"; 5/8 inch thickness; Type X; surfaces shall be resistant to mold and mildew growth;score of 10 when tested in accordance with ASTM D3273. 2.2 ACCESSORIES A. Resilient Channels: Unimast Inc. "RC Deluxe Resilient Channel'; 25 gage x 1/2"x 2-1/2`; provide 3/8"x 3"slots at 4 inches o.c. in web. B. Adhesive for laminated construction: ASTM C557, unless recommended otherwise by the gypsum board manufacturer. C. Interior Gypsum Trim: 1. Conform to GA 216, unless indicated or specified otherwise. 2. Concealed flange crimp-on or tape-on type; metal or PVC at Contractor's option. 3. Control Joint Trim: USG 093 or approved. 4. Reveal Moldings: Fry Reglet Co. , Pittcon Industries, Inc., Gordon Inc, or approved; aluminum extrusions with taping flanges; shapes as indicated. D. Joint Tapes: 1. Standard: ASTM C475 and GA 216. 2. Mesh Tape for Water Resistant Backing Board: 2-1/2 inch wide glass fiber tape; 10x10 mesh; self adhesive type. E. Joint and Finishing Compound: ASTM C475; furnish setting type joint compound for use at water resistant and exterior soffit board. F. Screws:ASTM C1002; galvanized or polymer coated at exterior locations; maximum 1 inch length for attachment to resilient channels. G. Fire Rated Joint Compound: As specified in Section 078500. CONSTRUCTION DOCUMENTS 092900-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 092900 KENT,WASHINGTON GYPSUM BOARD 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 work until unsatisfactory conditions are resolved. Beginning work constitutes acceptance of site conditions and responsibility for defective installation caused by prior observable conditions. 3.2 GYPSUM BOARD INSTALLATION A. Install gypsum board in accordance with GA 216, and fire rated assembly requirements. B. Resilient Channels: Install channels at 24 inches o.c.with screws through pre-punched holes into framing. C. Erect wallboard so that edges and corners are firmly supported. D. Use screws to fasten gypsum board to metal furring or framing. Adhesive application of gypsum board may be used if it is in accordance with the manufacturer's recommendations and meets fire rating requirements. E. For screwing wallboard into resilient furring, use 1 inch screws. Do not drive screws into framing. F. Double Layer Applications: 1. Use backing board or standard board for first layer. 2. Offset joints of second layer from joints of first layer. G. Trim: 1. Use longest practical lengths, with no piece less than 2 feet long for continuous runs greater than 8 feet. Securely fasten and align trim ends at joints. 2. Place concealed flange corner beads at external corners. At angles other than 90 degrees, bend the flange to conform to the angle. 3. Place concealed flange type L trim where gypsum board abuts dissimilar materials. 4. Use J trim at exposed gypsum board edges, and at joints where sealant is indicated. H. Allow a 1/2 inch gap where gypsum board extends to overhead structure and deflection provisions are incorporated into lightgage metal framing. Do not fasten gypsum board to top runner. Where the ceiling is exposed in the finished work, finish top edge with a casing bead, and caulk with acrylic sealant as specified in Section 079200. I. Sealant Joints: 1. Coordinate installation of firestopping and sealants at concealed joints between partitions and structure at fire rated and acoustically insulated partitions. 2. Where sealant joints are indicated at ends or edges of wallboard, install for uniform 118 inch joint, unless otherwise indicated. Installation of sealant in exposed locations is specified in Section 079200. J. Provide water resistant gypsum board as a substrate where tile is indicated to be installed over gypsum board surfaces. Cement board backing for tile surfaces is specified in Section 093000. K. Provide water resistant gypsum board at walls in restrooms, toilets, shower rooms,janitor closets and other areas subject to similar damp conditions. Install exterior gypsum soffit board at ceilings. L. Install required number of layers of wallboard behind panel boards,fire extinguisher cabinets, and other recessed elements as necessary to maintain fire rating of walls. M. Fire Rated Construction: 1. At heads of fire rated metal stud and gypsum board partitions, install gypsum board in accordance with the fire rated assemblies specified in Section 078500. 2. Fill joints between gypsum board surfaces and adjacent construction with fire rated joint compound in accordance with the requirements of the fire rated construction joint assembly manufacturer. CONSTRUCTION DOCUMENTS 092900-3 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 092900 KENT,WASHINGTON GYPSUM BOARD 3. Provide continuous fire rated assemblies.Where adjacent construction interrupts fire rated assemblies, provide additional construction as necessary to maintain the continuity of fire rated assemblies. 3.3 CONTROL JOINTS A. Discontinue gypsum board and use control joint trim at control joints. B. Coordinate with the framing installer to ensure that framing is installed immediately on either side of each control joint. C. Space control joints as indicated. When not indicated, locate as follows: 1. At maximum 30 foot intervals along continuous wall planes. 2. At maximum 50 foot intervals at continuous ceilings with perimeter relief. 3. At maximum 30 foot intervals at continuous ceilings without perimeter relief. 4. At locations where expansion or control joints occur in the building structure. 5. Locate control joints to form rectangular or square sections, in"L,""U,""T,"or other irregularly shaped areas. 6. Position control joints to intersect light fixtures, air diffusers, door openings, and other areas of stress concentration. 7. Coordinate with Section 092200 for special requirements at fire rated assemblies. D. Verify location with the Architect prior to installation. Give the Architect a minimum of 48 hours notice. 3.4 FINISHING A. Provide finishing in accordance with GA 214. B. Where necessary to sand, do so without damaging the face of the gypsum board. C. Levels of Finish: 1. Level 4: Typical, unless indicated or specified otherwise. 2. Level 3: Provide at the following locations: a. Surfaces to receive fabric wall covering. b. Surfaces to receive textured finishes. 3. Level 2: Provide at the following locations: a. Storage rooms. b. Mechanical rooms. c. Janitors closets. d. Surfaces to receive tile or other thick finish materials applied to gypsum board surfaces. 4. Level 1: Provide at the following locations: a. Surfaces of fire rated assemblies concealed from view in the finished work("fire-taping"). b. Surfaces of acoustical assemblies concealed form view in the finished work 5. Level 0: Provide at surfaces of non-fire rated assemblies concealed from view in the finished work, including surfaces to be covered by casework,wood paneling, D. Level 4 and 5 finishes: Return to the site after primer is applied, and touch-up surface defects. E. Proprietary skim coat material may be used in lieu of joint compound as skim coat at surfaces indicated for Level 5 finish. F. Patch and finish existing gypsum board surfaces to match new surfaces. Finish to nearest joint, corner, or other break line. 3.5 TOLERANCES A. Install gypsum board with 1/8 inch in 10 feet maximum variation from plane in any direction. END OF SECTION CONSTRUCTION DOCUMENTS 092900-4 11/08/17 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 underthe 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. 1.6 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 60OF and 90T during installation and for 24 hours after flooring has cured. B. Maintain ventilation to remove volatile emissions produced during the installation process. C. Provide uniform and sufficient lighting in areas of installation. CONSTRUCTION DOCUMENTS 096723-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 096723 KENT,WASHINGTON RESINOUS FLOORING PART 2-PRODUCTS 2.1 SEAMLESS FLOORING SYSTEM A. Approved Systems: 1. "Tek-Crete SL Colored Quartz," by Dex-O-Tex. 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. CONSTRUCTION DOCUMENTS 096723-2 11/08/17 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 CONSTRUCTION DOCUMENTS 096723-3 11/08/17 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. 064000—Architectural Woodwork: Honeycombed resin panels 2. 092900-Gypsum Board: 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 for the 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. 1.6 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. CONSTRUCTION DOCUMENTS 097733-1 11/08/17 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 smooth 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 PVC cap, corner, and division moldings; colorto match panels. 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. E. Apply sealant into installed moldings in sequence with panel installation. CONSTRUCTION DOCUMENTS 097733-2 11/08117 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 CONSTRUCTION DOCUMENTS 097733-3 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT,WASHINGTON PAINTING AND COATING GENERAL 1.1 SUMMARY A. Section Includes: Site applied paint coatings. B. Related Sections: 1. 051200-Structural Steel: Preprimed metal surfaces. 2. 055000-Metal Fabrications: Pre-primed metal surfaces. 3. 064000-Architectural Woodwork: Shop finished materials. 4. 081113-Hollow Metal Doors and Frames: Preprimed metal surfaces. 5. 097200-Wall Coverings: Finish material over primed 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. CONSTRUCTION DOCUMENTS 099000-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT,WASHINGTON PAINTING AND 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. 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. PART 2-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. ICI Paints North America. B. Exterior Non-Galvanized Ferrous Metal-Previously Painted-Zinc Rich/Epoxy/Polyurethane System: 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. CONSTRUCTION DOCUMENTS 099000-2 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT,WASHINGTON PAINTING AND COATING 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. 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: ICI 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-Rust 231,"or"Bar-Rust 233H." b. Polyurethane Finish Coats: "Devthane 378"; semi-gloss or satin sheen. D. Exterior Wood Stain: 1. Manufacturer: Sikkens Division of PPG Prolux(866-745-5367) 2. Primer: Sikkens"Cetol 1 RE"wood basecoat; "Natural Light" 3. Finish: Sikkens"Cetol 23 Plus"Wood finish; "Cedar" 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: V2000 Dulux Professional Exterior 100%Acrylic Wood Primer" b. Finish Coats: V2000 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." CONSTRUCTION DOCUMENTS 099000-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT,WASHINGTON PAINTING AND COATING 2. Manufacturer: ICI Dulux a. Metal Primer: "Devflex"4020 DTM waterborne primer. b. Finish: LM9200"Lifemaster 2000"S.G. 3. Manufacturer: Sherwin-Williams a. Metal Primer: DTM Acrylic Primer B66-W1; 2.5—5.0 mils dit 138 g/I VOC b. Finish: Pro Classic Waterborne Semi-gloss dit 157 g/I VOC c. Metal Primer: (DTM waterborne). Super Spec HP D_T_M_Acrylic Semi-Gloss Enamel(1329) d. 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. b. 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"B11W900 . 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. Dry-Fall Plenum Paint: Series 115"Unibond DF"by Tnemec Company Inc. (Kansas City, MO; 816-483-3400); acrylic. L. Interior Clear Wood Finish: 1. Spar Varnish: McCloskey's Man 0 War. Benjamin Moore&Company Lenmar Spar Varnish (1V.109) M. 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. N. Products for each general purpose shall be compatible. Each system shall be products of one manufacturer where ever possible. CONSTRUCTION DOCUMENTS 099000-4 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT,WASHINGTON PAINTING AND COATING 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 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 and Concrete Masonry Units: Remove all contaminants by washing and wire brushing. Sandblast if necessary. CONSTRUCTION DOCUMENTS 099000-5 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT,WASHINGTON PAINTING AND COATING 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. 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. 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 room. I. Epoxy/Urethane Systems: Brush or roller apply. 3.6 EXTERIOR PAINTING SYSTEMS A. Concrete Masonry Units-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. CONSTRUCTION DOCUMENTS 099000-6 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT,WASHINGTON PAINTING AND COATING 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. Sheen: Semi-gloss, unless indicated otherwise_ 3. Application: Exterior wood trim, and window frames. 3.7 INTERIOR PAINTING AND FINISHING SYSTEMS A_ Concrete Masonry Units-Latex System: 1. System: Two coats:first coat latex primer or block filler,second coat 100% acrylic exterior latex paint. 2. Sheen: Flat, unless indicated otherwise_ 3. Application: Interior concrete masonry surfaces. 4. At new or unpainted concrete masonry, provide block filler and finish coats.At previously painted concrete masonry, provide primer and finish coats. B. Gypsum Board-Latex System: 1. System: Three coats-first coat latex primer sealer(untinted), second and third coat latex paint. 2. Sheen: Roller texture, satin sheen, except provide flat sheen at light coves, ceilings, skylight areas, clerestory areas, interior fascias, and other light sensitive surfaces. Verify locations of each sheen with Architect before proceeding with work. 3. Application: a. Use on all exposed gypsum board surfaces, including the exposed portions of wall surfaces between adjacent fabric covered panels and mirrors. b. Provide prime coat only behind permanently mounted mechanically anchored mirrors,fabric panels, and similar elements. c. Do not apply primer or paint coatings to surfaces to receive adhesively mounted mirrors or tile. C. Gypsum Board-Surfaces to Receive Wall covering: Apply one coat of acrylic wall size. D. Gypsum Wall Board-Epoxy System: 1. System: Three coats-first coat manufacturer's recommended primer sealer, and second and third coats epoxy coating. 2. Sheen: Gloss, unless indicated otherwise. 3. Application: gypsum board wall surfaces as scheduled. E. Wood-Opaque Finish Latex System: 1. System: Three coats;first coat latex wood primer, and second and third coat latex enamel. 2. Sheen: Semi-gloss, unless indicated otherwise. F. 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- G. Sprinkler Piping at Pool-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. H. 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. CONSTRUCTION DOCUMENTS 099000-7 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 099000 KENT,WASHINGTON PAINTING AND COATING 3. Application: Interior ferrous metal surfaces including hollow steel metal doors and frames, pipe steel hand and guard rails, overhead doors and frames, access doors and panels,and fire extinguisher cabinets. I. Concrete Masonry Units-Latex System: 1. System: 2 coats-first coat alkyd or latex primer or block filler, second coat exterior latex. 2. Sheen: Semi-gloss sheen, unless indicated otherwise. 3. Application: Interior exposed CMU walls, except as specified otherwise. J. Exposed Plenum Surfaces-Opaque Latex System 1. System: One coat dry-fall plenum paint. 2. Application: Overheads, including structural steel beams and decking, fireproofing, piping and conduits, ductwork, and suspension devices. 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 CONSTRUCTION DOCUMENTS 099000-8 11/08/17 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. 142423—Hydraulic Passenger Elevators: Signage provided with elevator system. 2. Division 26: Illuminated exit signs. 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. 1.6 QUALITY ASSURANCE A. Qualifications: 1. Fabricator Qualifications: Signage manufacturer with five years documented experience in work of similar type and scope. CONSTRUCTION DOCUMENTS 101400-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 101400 KENT,WASHINGTON SIGNAGE 2. Installer Qualifications: Use only installers skilled and experienced in the installation of graphics of the type scheduled. 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-H32 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 CMU Substrate: Provide tamper proof stainless steel expansion anchors set in holes drilled in the CMU, 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. CONSTRUCTION DOCUMENTS 101400-2 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 101400 KENT,WASHINGTON SIGNAGE END OF SECTION CONSTRUCTION DOCUMENTS 101400-3 11/08/17 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. 061000- Rough Carpentry: Blocking. 2. 092200—Lightgage Metal Support Framing: Metal backing. 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. Accurate Partitions Corp. (Lyons, IL; 708-442.6800) 2. Scranton Products Inc. (Scranton, Pa; 800.445.5148) 3. Approved equal. CONSTRUCTION DOCUMENTS 102115-1 11/08/17 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: Accurate Partitions-9237 "Charcoal"or approved equal. 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 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. Verify correct location of built-in framing, blocking, and bracing, where required. 3.2 INSTALLATION A. Install partitions secure, plumb, square. B. Provide 1/2 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. CONSTRUCTION DOCUMENTS 102115-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 102115 KENT,WASHINGTON SOLID PLASTIC TOILET COMPARTMENTS 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 3/16 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 markings. 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 Owners Representative. END OF SECTION CONSTRUCTION DOCUMENTS 102115-3 11/08/17 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): A117.1 -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 concealed anchor devices; include 2562 and 2582 concealed anchor devices as appropriate. CONSTRUCTION DOCUMENTS 102813-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 102813 KENT,WASHINGTON TOILET ACCESSORIES 2. Sanitary Napkin Receptacle(SNR): B-254 3. Toilet paper Dispenser: Bobrick B27313 4. Soap Dispenser; L Bobrick B26637 5. Framed Mirror: Ketcham TPMA-1830, theft proof mirror w/stainless steel frame. 6. Dryer:World Corp VerdeDri 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 HDPE; 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 Al 17.1. 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. CONSTRUCTION DOCUMENTS 102813-2 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 102813 KENT,WASHINGTON TOILET ACCESSORIES E. Use tamper-resistant fasteners. END OF SECTION CONSTRUCTION DOCUMENTS 102813-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 129300 KENT,WASHINGTON SITE FURNISHINGS PART 1 -GENERAL 1.1 SUMMARY A. Section Includes: Lifeguard Chairs B. Drawings, the provisions of the Agreement,the General Conditions,and Division 1 specification sections apply to all work of this Section- C. Substitutions: Substitutions will be considered only underthe terms and conditions of Section 016000. 1.2 SUBMITTALS A. Make submittals under provisions of Section 013300, unless specified otherwise. B. Submit complete product literature. C. Shop Drawings: 1. Submit copy of site plan which includes existing concrete platforms. Indicate proposed location of lifeguard chair. 2. Show mounting condition of lifeguard chair to existing concrete platform. 1.3 QUALITY ASSURANCE PART 2 -PRODUCTS 2.1 EXTERIOR LIFEGUARD CHAIRS A. Acceptable Products: 1. "TLG-530"by American Lifeguard Products, Inc. (800-882-8721). 2. Approved Equal B. Provide manufacturer's standard product with the following features: 1. Color: Sand 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. Install lifeguard chairs with manufacturer's recommendations. END OF SECTION CONSTRUCTION DOCUMENTS 122113-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 05 05 KENT,WASHINGTON PLUMBING 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 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. CONSTRUCTION DOCUMENTS 22 05 05-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 OS OS 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. Item 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. CONSTRUCTION DOCUMENTS 22 05 05-2 11108/17 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 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. 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. CONSTRUCTION DOCUMENTS 22 05 05-3 11/08/17 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 requirements of the contract documents. 1A0 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. CONSTRUCTION DOCUMENTS 22 05 05-4 11/08/17 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. CONSTRUCTION DOCUMENTS 22 OS 05 -5 11/08/17 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 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. CONSTRUCTION DOCUMENTS 22 05 05-6 11/08/17 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 CONSTRUCTION DOCUMENTS 22 05 05-7 11/08/17 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 2 PRODUCTS Not used. PART 3 EXECUTION Not used. END OF SECTION CONSTRUCTION DOCUMENTS 22 05 05-8 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 05 07 KENT,WASHINGTON SPECIAL PROVISIONS 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 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. CONSTRUCTION DOCUMENTS 22 05 07-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 05 07 KENT, WASHINGTON SPECIAL 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 Architect-Engineers. PART PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION CONSTRUCTION DOCUMENTS 22 05 07-2 11/08/17 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 CONSTRUCTION DOCUMENTS 22 05 09 -1 11/08/17 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; 2007. B. ASME A13.1-Scheme for the Identification of Piping Systems; 2007. C. ASTM D709 -Standard Specification for Laminated Thermosetting Materials; 2013. 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. D. Project Record Documents: Record actual locations of tagged valves. PART 2 PRODUCTS 2.01 IDENTIFICATION APPLICATIONS A. Piping: Pipe markers. CONSTRUCTION DOCUMENTS 22 05 53 -1 11/08/17 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). CONSTRUCTION DOCUMENTS 22 05 53-2 11/08/17 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). 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. 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. CONSTRUCTION DOCUMENTS 22 05 53-3 11/08/17 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. CONSTRUCTION DOCUMENTS 22 05 53-4 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 05 53 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 CONSTRUCTION DOCUMENTS 22 05 53 -5 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 07 19 KENT,WASHINGTON PLUMBING PIPING INSULATION PART 1 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; 2015. D. ASTM C795-Standard Specification for Thermal Insulation for Use in Contact with Austenitic Stainless Steel; 2008 (Reapproved 2013). E. ASTM E96/E96M -Standard Test Methods for Water Vapor Transmission of Materials; 2014. 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. PART 2 PRODUCTS 2.1 GLASS FIBER A. Manufacturers: 1. Knauf Insulation: www.knaufusa.com. 2. Johns Manville Corporation: www.jm.com. 3. Owens Corning Corp: www.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. CONSTRUCTION DOCUMENTS 22 07 19 -1 11/08/17 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. 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 lb/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. Proto 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 E96/E96M. d. Thickness: 10 mil. e. Connections: Brush on welding adhesive. 3. Covering Adhesive Mastic: Compatible with insulation. a. Compatible with insulation. B. Canvas Jacket: UL listed 6 oz/sq yd plain weave cotton fabric treated with dilute fire retardant lagging adhesive. CONSTRUCTION DOCUMENTS 22 0719-2 11/08/17 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 CONSTRUCTION DOCUMENTS 22 07 19-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 2210 05 KENT,WASHINGTON PLUMBING PIPING SECTION 2210 05 PLUMBING PIPING PART 1 GENERAL 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 0719- 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; 1999, and addenda A&B (112004). B. ASME B16.4-Gray Iron Threaded Fittings: Classes 125 and 250; 2011. C. ASME B16.18-Cast Copper Alloy Solder Joint Pressure Fittings; 2012. D. ASME B16.22-Wrought Copper and Copper Alloy Solder-Joint Pressure Fittings; 2013. 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; 2015. CONSTRUCTION DOCUMENTS 2210 05-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 2210 05 KENT,WASHINGTON PLUMBING PIPING G. ASSE 1003- Performance Requirements for Water Pressure Reducing Valves for Domestic Water Distribution Systems; 2009. H. ASTM A47/A47M -Standard Specification for Ferritic Malleable Iron Castings; 1999 (Reapproved 2014). I. ASTM A53/A53M -Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless; 2012. J. ASTM B32 -Standard Specification for Solder Metal; 2008 (Reapproved 2014). K. ASTM B88 -Standard Specification for Seamless Copper Water Tube; 2014. L. ASTM B88M -Standard Specification for Seamless Copper Water Tube (Metric); 2013. M. ASTM B813 -Standard Specification for Liquid and Paste Fluxes for Soldering of Copper and Copper Alloy Tube; 2010. N. ASTM B828-Standard Practice for Making Capillary Joints by Soldering of Copper and Copper Alloy Tube and Fittings; 2002 (Reapproved 2010). 0. ASTM D1785 - Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120; 2015. P. ASTM D2241 -Standard Specification for Poly (Vinyl Chloride) (PVC) Pressure-Rated Pipe (SDR Series); 2015. Q. ASTM D2466-Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Pipe Fittings, Schedule 40; 2013. R. ASTM D2564-Standard Specification for Solvent Cements for Poly(Vinyl Chloride) (PVC) Plastic Piping Systems; 2012. S. ASTM D2665-Standard Specification for Poly(Vinyl Chloride) (PVC) Plastic Drain, Waste, and Vent Pipe and Fittings; 2014. T. ASTM D3034- Standard Specification for Type PSM Poly(Vinyl Chloride) (PVC) Sewer Pipe and Fittings; 2015. U. ASTM F477- Standard Specification for Elastomeric Seals (Gaskets)for Joining Plastic Pipe; 2010. CONSTRUCTION DOCUMENTS 2210 05-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 2210 05 KENT,WASHINGTON PLUMBING PIPING V. ASTM F679-Standard Specification for Poly(Vinyl Chloride) (PVC) Large-Diameter Plastic Gravity Sewer Pipe and Fittings; 2015. W. AWWA C550- Protective Interior Coatings for Valves and Hydrants; 2013. X. AWWA C606-Grooved and Shouldered Joints; 2011. Y. CISPI 301-Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary and Storm Drain,Waste and Vent Piping Applications; 2009. Z. 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. AA. MSS SP-58- Pipe Hangers and Supports- Materials, Design, Manufacture, Selection, Application, and Installation; 2009. AB. MSS SP-67- Butterfly Valves; 2011. AC. MSS SP-70-Cast Iron Gate Valves, Flanged and Threaded Ends; 2011. AD. MSS SP-71-Cast Iron Swing Check Valves, Flanged and Threaded Ends; 2011. AE. MSS SP-78- Cast Iron Plug Valves, Flanged and Threaded Ends; 2011. AF. MSS SP-80- Bronze Gate, Globe,Angle and Check Valves; 2013. AG. NSF 61- Drinking Water System Components- Health Effects; 2014(Errata 2015). AH. NSF 372- Drinking Water System Components- Lead Content; 2011. 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. CONSTRUCTION DOCUMENTS 2210 05-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT,WASHINGTON PLUMBING PIPING 1.05 FIELD CONDITIONS A. Do not install underground piping when bedding is frozen. PART 2 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, BURIED WITHIN 5 FEET OF BUILDING A. Cast Iron Pipe: CISPI 301, hubless. 1. Fittings: Cast iron. 2. Joints: CISPI 310, neoprene gasket 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. B. PVC Pipe: ASTM D2665,ASTM D3034, or ASTM F679. 1. Fittings: PVC. 2. Joints: Push-on, using ASTM F477 elastomeric gaskets. 2.03 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. 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. CONSTRUCTION DOCUMENTS 2210 05-4 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT,WASHINGTON PLUMBING PIPING 2. Joints: Solvent welded, with ASTM D2564 solvent cement. 2.04 DOMESTIC WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING A. Copper Tube: ASTM B88 (ASTM B88M),Type L (B), Drawn (H). 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22,wrought copper and bronze. 2. Joints: ASTM B32, alloy Sn95 solder. 2.05 DOMESTIC WATER PIPING,ABOVE GRADE A. Copper Tube: ASTM B88 (ASTM B88M),Type L (B), Drawn (H). 1. Fittings: ASME B16.18, cast copper alloy or ASME B16.22, wrought copper and bronze. 2. Joints: ASTM B32, alloy Sn95 solder. 2.06 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. C. Mechanical Couplings for Grooved and Shouldered Joints: Two or more curved housing segments with continuous key to engage pipe groove, circular C-profile gasket, and bolts to secure and compress gasket. 1. Dimensions and Testing: In accordance with AWWA C606. 2. Housing Material: Provide ASTM A47/A47M malleable iron or ductile iron. 3. Bolts and Nuts: Hot dipped galvanized or zinc-electroplated steel. 4. When pipe is field grooved, provide coupling manufacturer's grooving tools. 2.07 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. CONSTRUCTION DOCUMENTS 2210 05-5 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 2210 05 KENT,WASHINGTON PLUMBING PIPING 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. 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. 2.08 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. MSS SP-80, Class 125, bronze body, bronze trim, handwheel, inside screw, solid wedge disc, solder ends. 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. CONSTRUCTION DOCUMENTS 2210 05-6 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 22 10 OS KENT, WASHINGTON PLUMBING PIPING 2.09 BALL VALVES A. Manufacturers: 1. Apollo Valves: www.apollovalves.com. 2. Tyco Flow Control: www.tycoflowcontrol.com. 3. Conbraco Industries, Inc: www.apollovalves.com. 4. Nibco, Inc: www.nibco.com. 5. Milwaukee Valve Company: www.milwaukeevalve.com. 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. 2.10 PLUG VALVES A. Construction 2-1/2 Inches and Larger: 1, 175 psi CWP, cast iron body and plug, pressure lubricated,teflon or Buna N packing, flanged or grooved ends. Provide lever operator with set screw. 2.11 BUTTERFLY VALVES A. Manufacturers: 1. Grinnell Products, a Tyco Business; B302: www.grinnell.com. 2. Tyco Flow Control: www.tycoflowcontrol.com. 3. Hammond Valve: www.hammondvalve.com. 4. Crane Co.: www.cranevalve.com. S. Milwaukee Valve Company: www.milwaukeevalve.com. B. Construction 1-1/2 Inches and Larger: MSS SP-67, 200 psi CWP, cast or ductile iron body, nickel-plated ductile iron disc, resilient replaceable EPDM seat,wafer ends, extended neck, 10 position lever handle. C. Provide gear operators for valves 8 inches and larger, and chain-wheel operators for valves mounted over 8 feet above floor. CONSTRUCTION DOCUMENTS 2210 05 -7 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT,WASHINGTON PLUMBING PIPING 2.12 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. 2.13 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. 2.14 SPRING LOADED CHECK VALVES A. Manufacturers: CONSTRUCTION DOCUMENTS 2210 05-8 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT,WASHINGTON PLUMBING PIPING 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. 2.15 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. C. Over 2 Inches: 1. ASSE 1003, cast iron body with interior lining complying with AWWA C550, bronze fitted, elastomeric diaphragm and seat disc, flanged. 2.16 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. 2.17 STRAINERS A. Manufacturers: CONSTRUCTION DOCUMENTS 2210 05 -9 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 10 05 KENT,WASHINGTON PLUMBING PIPING 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 EXAMINATION A. Verify that excavations are to required grade, dry, and not over-excavated. 3.02 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. 3.03 INSTALLATION A. Install in accordance with manufacturer's instructions. B. Pipe burial methods for below grade piping shall comply with the manufacturer's installation instructions, ASTM D 2321 and ASTM F1668. Failure to follow these requirements can lead to pipe failure. C. Provide non-conducting dielectric connections wherever jointing dissimilar metals. D. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls. CONSTRUCTION DOCUMENTS 2210 05-10 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 2210 05 KENT,WASHINGTON PLUMBING PIPING E. Install piping to maintain headroom, conserve space, and not interfere with use of space. F. Group piping whenever practical at common elevations. G. Install piping to allow for expansion and contraction without stressing pipe,joints, or connected equipment. H. Provide access where valves and fittings are not exposed. I. Install vent piping penetrating roofed areas to maintain integrity of roof assembly. J. Install valves with stems upright or horizontal, not inverted. Refer to Section 22 05 23. K. Copper Pipe and Tube: Make soldered joints in accordance with ASTM B828, using specified solder, and flux meeting ASTM B813; in potable water systems use flux also complying with NSF 61 and NSF 372. L. 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. M. 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 spaces, pipe shafts, and suspended ceiling spaces are not considered exposed. CONSTRUCTION DOCUMENTS 2210 05-11 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 2210 05 KENT,WASHINGTON PLUMBING PIPING 3.04 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. 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. 3.05 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. 3.06 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. 3.07 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. CONSTRUCTION DOCUMENTS 22 10 05 -12 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 2210 05 KENT,WASHINGTON PLUMBING PIPING 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. 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. 3.08 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 CONSTRUCTION DOCUMENTS 2210 05-13 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 2210 06 KENT,WASHINGTON PLUMBING PIPING SPECIALTIES PART 1 GENERAL 1.1 SECTION INCLUDES A. Drains. B. Cleanouts. C. Water hammer arrestors. D. Thermostatic mixing valves. 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. ASME Al 12.6.3-Floor and Trench Drains; 2001 (112007). B. NSF 61 - Drinking Water System Components-Health Effects; 2014(Errata 2015). C. NSF 372-Drinking Water System Components-Lead Content; 2011. 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 DRAINS A. Manufacturers: 1. Jay R. Smith Manufacturing Company: www.jayrsmith.com. 2. Josam Company: www.josam.com. 3. Zurn Industries, LLC: www.zurn.com. 4. Sioux Chief: www.siouxchief.com B. See drawings for Additional requirements on Drains and Roof Drains. C. Floor Drain (FD-1): CONSTRUCTION DOCUMENTS 2210 06-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 10 06 KENT,WASHINGTON PLUMBING PIPING SPECIALTIES 1. ASME Al 12.6.3; lacquered cast iron or stainless steel, two piece body with double drainage flange, weep holes, reversible clamping collar, and round, adjustable nickel-bronze strainer. 2.3 CLEANOUTS A. Manufacturers: 1. Jay R. Smith Manufacturing Company: www.jayrsmith.com. 2. Josam Company: www.josam.com. 3. Zurn Industries, LLC: www.zurn.com. B. Cleanouts at Exterior Surfaced Areas(CO-1): 1. Round cast nickel bronze access frame and non-skid cover. C. Cleanouts at Exterior Unsurfaced Areas(CO-2): 1. Line type with round epoxy coated gasketed cover. D. Cleanouts at Interior Finished Floor Areas (CO-3): 1. Lacquered cast iron body with anchor flange, reversible clamping collar,threaded top assembly, and round gasketed scored cover in service areas and round gasketed depressed cover to accept floor finish in finished floor areas. 2. With anchor flange, reversible clamping collar, threaded top assembly,and round gasketed scored cover in service areas and round gasketed depressed cover to accept floor finish in finished floor areas. E. Cleanouts at Interior Finished Wall Areas (CO-4): 1. Round stainless steel access cover secured with machine screw. F. Cleanouts at Interior Unfinished Accessible Areas(CO-5): Calked or threaded type. Provide bolted stack ceanouts on vertical rainwater leaders. 2.4 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. CONSTRUCTION DOCUMENTS 2210 06-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 10 06 KENT,WASHINGTON PLUMBING PIPING SPECIALTIES 2. Verify that plumbing is installed in accordance with pertinent codes, regulations, and Drawings. 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. Extend cleanouts to finished floor or wall surface. Ensure clearance at cleanout for rodding of drainage system. C. Exterior cleanouts flush with grade. D. Install floor cleanouts at elevation to accommodate finished floor. E. Install approved potable water protection devices on plumbing lines where contamination of domestic water may occur;on boiler feed water lines,janitor rooms,fire sprinkler systems, premise isolation, irrigation systems,flush valves, interior and exterior hose bibbs. F. Automatic Trap Primers: Provide trap primers where drains are indicated to be primed and where required by the plumbing code. Connect primer line on the top of a horizontal cold water line, provide a ball valve, and install trap primer valve and distribution unit. Ball valve,trap primer valve, and distribution unit shall be in an accessible location. Provide unions before all trap primers for service. G. Install water hammer arrestors at quick closing valve locations. END OF SECTION CONSTRUCTION DOCUMENTS 2210 06-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 30 00 KENT,WASHINGTON PLUMBING EQUIPMENT PART 1 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. CONSTRUCTION DOCUMENTS 22 30 00-1 11/08/17 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. 1.7 WARRANTY A. Provide five year manufacturer warranty for domestic water heaters. PART 2 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 3. Electrical Characteristics: as shown on drawings 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. b. 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.com. 2. ITT Bell &Gossett: www.beligossett.com. 3. Taco, Inc: www.taco-hvac.com. B. Accessories: Pressure gage and air-charging fitting,tank drain; precharge to 12 psig. 2.3 IN-LINE CIRCULATOR PUMPS A. Manufacturers: CONSTRUCTION DOCUMENTS 22 30 00 -2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 30 00 KENT, WASHINGTON PLUMBING EQUIPMENT 1. Taco Comfort Solutions: www.taco-hvac.com 2. ITT Bell &Gossett: www.beligossett.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 CONSTRUCTION DOCUMENTS 22 30 00-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 40 00 KENT,WASHINGTON PLUMBING FIXTURES PART 1 GENERAL 1.1 SECTION INCLUDES A. Water closets. B. Urinals. C. Lavatories. D. Sinks. E. Drinking fountains. 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 A. ASME Al 12.6.1 M-Supports for Off-the-Floor Plumbing Fixtures for Public Use; 1997(Reaffirmed 2002). B. ASME Al12.18.1 -Plumbing Supply Fittings; 2012. C. NSF 61 - Drinking Water System Components-Health Effects; 2014 (Errata 2015). D. NSF 372-Drinking Water System Components-Lead Content; 2011. 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. 1.6 REGULATORY REQUIREMENTS A. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories Inc., as suitable for the purpose specified and indicated. CONSTRUCTION DOCUMENTS 22 40 00-1 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 22 40 00 KENT,WASHINGTON PLUMBING FIXTURES 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 0178 00-Closeout Submittals,for additional warranty requirements. PART 2 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 Al 12.19.3-2008,wall hung siphon jet flush action. 1. Bowl: ASME Al12.19.3,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. 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. Manufacturers: a. Sloan Valve Company: www.sloanvalve.com. b. Zurn Industries, Inc: www.zurn.com. C. 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 Al 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. CONSTRUCTION DOCUMENTS 22 40 00-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 22 40 00 KENT,WASHINGTON PLUMBING FIXTURES 2.4 WALL HUNG URINALS A. Urinals: Stainless Steel,ASME Al 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 All 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. B. 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: 1. Acorn 2. Bradley 2.6 SHOWERS A. Shower Manufacturers: 1. Acorn 2.7 DRINKING FOUNTAINS A. Drinking Fountain Manufacturers: 1. Murdock Manufacturing Inc.: www.murdockmfg.com. PART 3 EXECUTION 3.1 EXAMINATION A. Verify that walls and floor finishes are prepared and ready for installation of fixtures. CONSTRUCTION DOCUMENTS 22 40 00-3 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 22 40 00 KENT,WASHINGTON PLUMBING 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. 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 CONSTRUCTION DOCUMENTS 22 40 00-4 11/08/17 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. CONSTRUCTION DOCUMENTS 23 05 05- 1 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 23 05 05 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** 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 ordinances. CONSTRUCTION DOCUMENTS 23 05 05-2 11/08/17 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 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 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. CONSTRUCTION DOCUMENTS 23 05 05-3 11/08/17 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. CONSTRUCTION DOCUMENTS 23 05 05-4 11/08/17 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. I. 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. CONSTRUCTION DOCUMENTS 23 05 05-5 11/08/17 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 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. 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. 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 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. CONSTRUCTION DOCUMENTS 23 05 05-6 11/08/17 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 CONSTRUCTION DOCUMENTS 23 05 05-7 11/08/17 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 CONSTRUCTION DOCUMENTS 23 05 05-8 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 23 05 07 KENT,WASHINGTON SPECIAL HVAC PROVISIONS 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 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 architectlengineer 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. CONSTRUCTION DOCUMENTS 23 05 07-1 11/08/17 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 Architect-Engineers. PART 2 PRODUCTS Not Used PART 3 EXECUTION Not Used END OF SECTION CONSTRUCTION DOCUMENTS 23 05 07-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 23 OS 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. 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. 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 CONSTRUCTION DOCUMENTS 23 05 09-1 11/08/17 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; 2013. 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. Kolbi Pipe Marker Co: www.kolbipipemarkers.com. 3. Seton Identification Products, a Tricor Direct Company: www.seton.com. 4. Letter Color: White. 5. Letter Height: 1/4 inch. 6. Background Color: Black. 7. Plastic: Conform to ASTM D709. CONSTRUCTION DOCUMENTS 23 05 53 -1 11/08/17 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. Kolbi Pipe Marker Co: www.kolbipipemarkers.com. 4. 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 plastic pipe markers in accordance with manufacturer's instructions. D. 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 CONSTRUCTION DOCUMENTS 23 05 53-2 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 23 09 28 KENT,WASHINGTON INSTRUMENTATION AND CONTROLS PART 1 -GENERAL 1.1 DESCRIPTION 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. CONSTRUCTION DOCUMENTS 23 09 28-1 11/08/17 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 maybe 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 CONSTRUCTION DOCUMENTS 23 09 28-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 23 3100 KENT,WASHINGTON HVAC DUCTS AND CASINGS PART 1 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; 2013. B. ASTM A653/A653M -Standard Specification for Steel Sheet,Zinc-Coated (Galvanized)or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2015. C. ASTM E84-Standard Test Method for Surface Burning Characteristics of Building Materials; 2015a. D. NFPA 90A-Standard for the Installation of Air-Conditioning and Ventilating Systems; 2015. E. SMACNA(DCS) -HVAC Duct Construction Standards Metal and Flexible; 2005. 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. B. Installer Qualifications: Company specializing in performing the type of work specified in this section,with minimum 3 years of documented experience. CONSTRUCTION DOCUMENTS 23 31 00-1 11108/17 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. PART PRODUCTS 2.1 DUCT ASSEMBLIES A. Regulatory Requirements: Construct ductwork to NFPA 90A standards. B. Ducts: Galvanized steel, unless otherwise indicated. C. General Exhaust: 1/2 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. CONSTRUCTION DOCUMENTS 23 31 00-2 11/08/17 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. 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 CONSTRUCTION DOCUMENTS 23 31 00-3 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 23 33 00 KENT, WASHINGTON AIR DUCT ACCESSORIES PART 1 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; 2015. B. SMACNA(DCS)- HVAC Duct Construction Standards Metal and Flexible; 2005. 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. PART 2 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: Fabricate for duct sizes up to 6 by 30 inch. 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(DCS). Refer to Section 23 31 00 for duct construction and pressure class. B. Provide duct test holes where indicated and required for testing and balancing purposes. CONSTRUCTION DOCUMENTS 23 33 00- 1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 23 33 00 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. END OF SECTION CONSTRUCTION DOCUMENTS 23 33 00-2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 23 34 23 KENT,WASHINGTON HVAC POWER VENTILATORS PART 1 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; http://www.amca.org/certified/search/company.aspx. B. AMCA 99-Standards Handbook; 2010. C. AMCA 204-Balance Quality and Vibration Levels for Fans;2005. D. AMCA 210- Laboratory Methods of Testing Fans for Certified Aerodynamic Performance Rating; 2007. 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. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Company specializing in manufacturing the type of products specified in this section, with minimum three years of documented experience. 1.6 FIELD CONDITIONS A. Permanent ventilators may not be used for ventilation during construction. CONSTRUCTION DOCUMENTS 23 34 23-1 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 23 34 23 KENT,WASHINGTON HVAC POWER VENTILATORS PART 2 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. 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 CONSTRUCTION DOCUMENTS 23 34 23 -2 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 23 37 00 KENT,WASHINGTON AIR OUTLETS AND INLETS PART 1 GENERAL 1.1 SECTION INCLUDES A. Registers/grilles. 1.2 RELATED REQUIREMENTS A. Section 09 9123-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 (R2011). 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. 1.6 QUALITY ASSURANCE A. Test and rate air outlet and inlet performance in accordance with ASHRAE 5td 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 2 PRODUCTS 2.1 MANUFACTURERS A. Krueger: www.krueger-hvac.com. B. Price Industries: www.price-hvac.com. C. Titus: www.titus-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. CONSTRUCTION DOCUMENTS 23 37 00 -1 11/08/17 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 CONSTRUCTION DOCUMENTS 23 37 00-2 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 23 82 00 KENT,WASHINGTON CONVECTION HEATING AND COOLING UNITS PART 1 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. CONSTRUCTION DOCUMENTS 23 82 00 -1 11/08/17 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 A" 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 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: 1. Mount unit heaters recessed into stud cavity above concrete wall, V-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 CONSTRUCTION DOCUMENTS 23 82 00-2 11108/17 LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT,WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL PART 1 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 be 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. CONSTRUCTION DOCUMENTS 260500-1 11/08/17 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, 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. 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: CONSTRUCTION DOCUMENTS 260500-2 11/08/17 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. PART 2 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. CONSTRUCTION DOCUMENTS 260500-3 11/08/17 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 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. 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 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. 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 2.4 CONDUIT AND BOXES A. Conduit and Tubing 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. CONSTRUCTION DOCUMENTS 260500-4 11/08/17 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 40: 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 PANELBOARDS EXISTING 200 Amp GE LOAD CENTER A. Reuse existing load center. B. Provide new GE circuit breakers for each circuit. 2.6 STRAIGHT BLADE RECEPTACLES A. Duplex Receptacle, Cooper 5362 corrosion resistant industrial grade. B. GFCI Receptacles, Cooper T VRVGF20 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#WP8M/WP26M 2.7 LIGHTING CONTROLS A. Switch Leviton 1221-2 Cooper2221, Hubbell CS1221, Pass&Seymour20AC1 (single Pale) B. Time Clock 4 circuit 7 day astronomical Intermatic ET8415CR 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 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. CONSTRUCTION DOCUMENTS 260500-5 11/08/17 LAKE MERIDIAN BATHHOUSE SECTION 260600 KENT,WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL 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 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. CONSTRUCTION DOCUMENTS 260500-6 11/08117 LAKE MERIDIAN BATHHOUSE SECTION 260500 KENT,WASHINGTON COMMON WORK RESULTS FOR ELECTRICAL 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. 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 following 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 48613. 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 CONSTRUCTION DOCUMENTS 260500-7 11/08/17 IV. ATTACHMENTS ATTACHMENT A: WASHINGTON STATE PREVAILING WAGES 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: 12/19/2017 County Trade Job Classification Wage I Holiday Overtime Note King Asbestos Abatement Workers Journey Level $46.57 5D 1 H King Boilermakers Journey Level $64.54 5N 1C King Brick Mason Journey Level $55.82 5A 1M King Brick Mason Pointer-Caulker-Cleaner $55.82 5A 1M King Building Service Employees Janitor $23.731 5S 2F King Building Service Employees Traveling Waxer/Shampooer $24.18 5S 2F King Building Service Employees Window Cleaner (Non-Scaffold) $27.23 5S 2F King Building Service Employees Window Cleaner (Scaffold) $28.13 55 2F King Cabinet Makers (In Shop) lJourney Level $22.74 1 King Carpenters Acoustical Worker $57.181 5D 4C King Carpenters Bridge, Dock And Wharf $57.18 5D 4C Carpenters King Carpenters Carpenter $57.181 5D 4C King Carpenters Carpenters on Stationary Tools $57.31 5D 4C King Carpenters Creosoted Material $57.28 5D 4C King Carpenters Floor Finisher $57.18 5D 4C King Carpenters Floor Layer $57.18 5D 4C King Carpenters Scaffold Erector $57.181 5D 4C King Cement Masons Journey Level $57.21 7A iM King Divers 13 Tenders Bell/Vehicle or Submersible $110.54 5D 4C Operator (Not Under Pressure) King Divers ft Tenders Dive Supervisor/Master $72.97 5D 4C King Divers rt Tenders Diver $110.541 5D 4C 8V King Divers it Tenders Diver On Standby $67.97 5D 4C King Divers Et Tenders Diver Tender $61.65 5D 4C King Divers Et Tenders Manifold Operator $61.65 5D 4C King Divers ft Tenders Manifold Operator Mixed Gas $66.65 5D 4C King Divers ft Tenders Remote Operated Vehicle $61.65 5D 4C Operator/Technician King Divers Et Tenders Remote Operated Vehicle $57.43 5A 4C Tender King Dredge Workers Assistant Engineer $56.441 5D I 3F King I Dredge Workers Assistant Mate (Deckhand) $56.00 5D i 3F 12/19/2017 Page 2 of 17 King Dredge Workers Boatmen $56.44 5D 3F King Dredge Workers Engineer Welder $57.511 5D 3F King Dredge Workers Leverman, Hydraulic $58.671 5D 3F King Dredge Workers Mates $56.44 5D 3F King Dredge Workers Oiler $56.00 5D 3F King Drywall Applicator Journey Level $56.78 5D 1 H King Drywall Tapers Journey Level $57.43 5P 1 E King Electrical Fixture Maintenance Journey Level $27.99 5L 1E Workers King Electricians- Inside Cable Splicer $73.20 7C 4E King Electricians - Inside Cable Splicer (tunnel) $78.59 7C 4E King Electricians- Inside Certified Welder $70.75 7C 4E King Electricians - Inside Certified Welder (tunnel) $75.89 7C 4E King Electricians - Inside Construction Stock Person $38.691 7C 4E King Electricians - Inside Journey Level $68.30 7C 4E King Electricians - Inside Journey Level (tunnel) $73.20 7C 4E King Electricians - Motor Shop Craftsman $15.37 1 King Electricians - Motor Shop Journey Level $14.69 1 King Electricians - Powerline Cable Splicer $73.93 5A 4D Construction King Electricians- Powerline Certified Line Welder $67.60 5A 4D Construction King Electricians - Powerline Groundperson $45.49 5A 4D Construction King Electricians - Powerline Heavy Line Equipment $67.60 5A 4D Construction Operator King Electricians - Powerline Journey Level Lineperson $67.60 5A 4D Construction King Electricians- Powerline Line Equipment Operator $57.02 5A 4D Construction King Electricians- Powerline Pole Sprayer $67.60 5A 4D Construction King Electricians - Powerline Powderperson $50.76 5A 4D Construction King Electronic Technicians Journey Level $31.00 1 King Elevator Constructors Mechanic $88.36 7D 4A King Elevator Constructors Mechanic In Charge $95.41 7D 4A King Fabricated Precast Concrete All Classifications - In-Factory $17.20 5B 1R Products Work Only King Fence Erectors Fence Erector $15.18 1 King Flaggers Journey Level $39.48 7A 31 King Glaziers Journey Level $60.56 7L 1y King Heat Et Frost Insulators And Journeyman $67.93 5J 4H Asbestos Workers King Heating Equipment Mechanics Journey Level $78.17 7F 1 E King Hod Carriers Et Mason Tenders Journey Level $48.02 7A 31 King Industrial Power Vacuum Journey Level $11.00 1 Cleaner 12/19/2017 Page 3 of 17 King Inland Boatmen Boat Operator $59.861 5B 1 K King Inland Boatmen Cook $56.18 5B 1 K King Inland Boatmen Deckhand $56.18 5B 1 K King Inland Boatmen Deckhand Engineer $57.26 5B 1 K King Inland Boatmen Launch Operator $58.59 5B 1 K King Inland Boatmen Mate $58.59 5B 1K King Inspection/Cleaning/Seating Of Cleaner Operator, Foamer $31.49 1 Sewer it Water Systems By Operator Remote Control King Inspection/Cleaning/Sealing Of Grout Truck Operator $11.48 1 Sewer 13 Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Head Operator $24.91 1 Sewer it Water Systems By Remote Control King Inspection/Cleaning/Sealing 0f Technician $19.33 1 Sewer 13 Water Systems By Remote Control King Inspection/Cleaning/Sealing Of Tv Truck Operator $20.45 1 Sewer Ft Water Systems By Remote Control King Insulation Applicators Journey Level $57.18 5D 4C King Ironworkers Journeyman $66.681 7N 10 King Laborers Air, Gas Or Electric Vibrating $46.57 7A 31 Screed King Laborers Airtrac Drill Operator $48.02 7A 31 King Laborers Ballast Regular Machine $46.57 7A 31 King Laborers Batch Weighman $39.48 7A 31 King Laborers Brick Pavers $46.57 7A 31 King Laborers Brush Cutter $46.57 7A 31 King Laborers Brush Hog Feeder $46.57 7A 31 King Laborers Burner $46.57 7A 31 King Laborers Caisson Worker $48.02 7A 31 King Laborers Carpenter Tender $46.57 7A 31 King Laborers Caulker $46.57 7A 31 King Laborers Cement Dumper-paving $47.44 7A 31 King Laborers Cement Finisher Tender $46.57 7A 31 King Laborers Change House Or Dry Shack $46.57 7A 31 King Laborers Chipping Gun (under 30 Lbs.) $46.57 7A 31 King Laborers Chipping Gun(30 Lbs. And Over) $47.44 7A 31 King Laborers Choker Setter $46.57 7A 31 King Laborers Chuck Tender $46.57 7A 31 King Laborers Clary Power Spreader $47.44 7A 31 King Laborers Ctean-up Laborer $46.57 7A 31 King Laborers Concrete Dumper/chute $47.44 7A 31 Operator King Laborers Concrete Form Stripper $46.571 7A 31 King Laborers Concrete Placement Crew $47.44 7A 31 12/19/2017 Page 4 of 17 King Laborers Concrete Saw Operator/core $47.44 7A 31 Driller King Laborers Crusher Feeder $39.48 7A 31 King Laborers Curing Laborer $46.57 7A 31 King Laborers Demolition: Wrecking Et Moving $46.57 7A 31 (incl. Charred Material) King Laborers Ditch Digger $46.571 7A 31 King Laborers Diver $48.021 7A 31 King Laborers Drill Operator $47.44 7A 31 (hydraulic,diamond) King Laborers Dry Stack Walls $46.57 7A 31 King Laborers Dump Person $46.57 7A 31 King Laborers Epoxy Technician $46.57 7A 31 King Laborers Erosion Control Worker $46.57 7A 31 King Laborers Faller Et Bucker Chain Saw $47.44 7A 31 King Laborers Fine Graders $46.57 7A 31 King Laborers Firewatch $39.48 7A 31 King Laborers Form Setter $46.57 7A 31 King Laborers Gabian Basket Builders $46.57 7A 31 King Laborers General Laborer $46.57 7A 31 King Laborers Grade Checker &Transit $48.02 7A 31 Person King Laborers Grinders $46.57 7A 31 King Laborers Grout Machine Tender $46.57 7A 31 King Laborers Groutmen (pressure)including $47.44 7A 31 Post Tension Beams King Laborers Guardrail Erector $46.57 7A 31 King Laborers Hazardous Waste Worker (level $48.02 7A 31 A) King Laborers Hazardous Waste Worker (level $47.44 7A 31 B) King Laborers Hazardous Waste Worker (level $46.57 7A 31 C) King Laborers High Scaler $48.02 7A 31 King Laborers .Jackhammer $47.44 7A 31 King Laborers Laserbeam Operator $47.44 7A 31 King Laborers Maintenance Person $46.57 7A 31 King Laborers Manhole Builder-mudman $47.44 7A 31 King Laborers Material Yard Person $46.57 7A 31 King Laborers Motorman-dinky Locomotive $47.44 7A 31 King Laborers Nozzleman (concrete Pump, $47.44 7A 31 Green Cutter When Using Combination Of High Pressure Air&Water On Concrete Et Rock, Sandblast, Gunite, Shotcrete, Water Bla King Laborers Pavement Breaker $47.44 7A 31 King Laborers Pilot Car $39.48 7A 31 12/l9/2017 Page 5 of 17 King Laborers Pipe Layer Lead $48.021 7A 31 King Laborers Pipe Layer/tailor $47.44 7A 31 King Laborers Pipe Pot Tender $47.44 7A 31 King Laborers Pipe Refiner $47.44 7A 31 King Laborers Pipe Wrapper $47.44 7A 31 King Laborers Pot Tender $46.57 7A 31 King Laborers Powderman $48.02 7A 31 King Laborers Powderman's Helper $46.57 7A 31 King Laborers Power Jacks $47.44 7A 31 King Laborers Railroad Spike Puller - Power $47.44 7A 31 King Laborers Raker- Asphalt $48.02 7A 31 King Laborers Re-timberman $48.02 7A 31 King Laborers Remote Equipment Operator $47.44 7A 31 King Laborers Rigger/signal Person $47.44 7A 31 King Laborers Rip Rap Person $46.57 7A 31 King Laborers Rivet Buster $47.44 7A 31 King Laborers Rodder $47.44 7A 31 King Laborers Scaffold Erector $46.57 7A 31 King Laborers Scale Person $46.57 7A 31 King Laborers Sloper (over 20") $47.44 7A 31 King Laborers Sloper Sprayer $46.57 7A 31 King Laborers Spreader (concrete) $47.44 7A 31 King Laborers Stake Hopper $46.57 7A 31 King Laborers Stock Pifer $46.57 7A 31 King Laborers Tamper Et Similar Electric, Air $47.44 7A 31 Et Gas Operated Tools King Laborers Tamper (multiple Et Self- $47.44 7A 31 propelled) King Laborers Timber Person - Sewer (lagger, $47.44 7A 31 Shorer a Cribber) King Laborers Toolroom Person (at Jobsite) $46.57 7A 31 King Laborers Topper $46.57 7A 31 King Laborers Track Laborer $46.57 7A 31 King Laborers Track Liner (power) $47.44 7A 31 King Laborers Traffic Control Laborer $42.7-21 7A 31 8R King Laborers Traffic Control Supervisor $42.22 7A 31 8R King Laborers Truck Spotter $46.57 7A 31 King Laborers Tugger Operator $47.44 7A 31 King Laborers Tunnel Work-Compressed Air $92.60 7A 31 Worker 0-30 psi King Laborers Tunnel Work-Compressed Air $97.63 7A 31 Worker 30.01-44.00 psi King Laborers Tunnel Work-Compressed Air $101.31 7A 31 8� Worker 44.01-54.00 psi King Laborers Tunnel Work-Compressed Air $107.01 7A 31 Worker 54.01-60.00 psi King Laborers $109.13 7A 31 8Q 12/19/2017 Page 6 of 17 Tunnel Work-Compressed Air Worker 60.01-64.00 psi King Laborers Tunnel Work-Compressed Air $114.23 7A 31 Worker 64.01-68.00 psi King Laborers Tunnel Work-Compressed Air $116.13 7A 31 8� Worker 68.01-70.00 psi King Laborers Tunnel Work-Compressed Air $118.13 7A 31 8� Worker 70.01-72.00 psi King Laborers Tunnel Work-Compressed Air $120.13 7A 31 8S Worker 72.01-74.00 psi King Laborers Tunnel Work-Guage and Lock $48.12 7A 31 80 Tender King Laborers Tunnel Work-Miner $48.12 7A 31 8g King Laborers Vibrator $47.44 7A 31 King Laborers Vinyl Seamer $46.57 7A 31 King Laborers Watchman $35.88 7A 31 King Laborers Welder $47.44 7A 31 King Laborers Well Point Laborer $47.44 7A 31 King Laborers Window Washer/cleaner $35.88 7A 31 King Laborers - Underground Sewer General Laborer &Topman $46.57 7A 31 Et Water King Laborers - Underground Sewer Pipe Layer $47.44 7A 31 Et Water King Landscape Construction Irrigation Or Lawn Sprinkler $13.56 1 Installers King Landscape Construction Landscape Equipment $28.17 1 Operators Or Truck Drivers King Landscape Construction Landscaping or Planting $17.87 1 Laborers King Lathers Journey Level $56.78 5D 1 H King Marble Setters Journey Level $55.82 5A 1M King Metal Fabrication (In Shop) Fitter $15.861 1 King Metal Fabrication (In Shop) Laborer $11.00 1 King Metal Fabrication (In Shop) Machine Operator $13.04 1 King Metal Fabrication (In Shop) Painter $11.10 1 King Metal Fabrication (In Shop) Welder $15.48 1 King Millwright Journey Level $58.68 5D 4C King Modular Buildings Cabinet Assembly $11.56 1 King Modular Buildings Electrician $11.56 1 King Modular Buildings Equipment Maintenance $11.56 1 King Modular Buildings Plumber $11.56 1 King Modular Buildings Production Worker $11.00 1 King Modular Buildings Tool Maintenance $11.56 1 King Modular Buildings Utility Person $11.56 1 King Modular Buildings Welder $11.56 1 King Painters Journey Level $41.60 6Z ZB King Pile Driver Crew Tender $52.37 51) 4C King Pile Driver $71.35 5D 4C 12/19/2017 Page 7 of 17 Hyperbaric Worker - Compressed Air Worker 0-30.00 PSI King Pile Driver Hyperbaric Worker - $76.35 5D 4C Compressed Air Worker 30.01 - 44.00 PSI King Pile Driver Hyperbaric Worker - $80.35 5D 4C Compressed Air Worker 44.01 - 54.00 PSI King Pile Driver Hyperbaric Worker - $85.35 5D 4C Compressed Air Worker 54.01 - 60.00 PSI King Pile Driver Hyperbaric Worker- $87.85 5D 4C Compressed Air Worker 60.01 - 64.00 PSI King Pile Driver Hyperbaric Worker- $92.85 5D 4C Compressed Air Worker 64.01 - 68.00 PSI King Pile Driver Hyperbaric Worker- $94.85 5D 4C Compressed Air Worker 68.01 - 70.00 PSI King Pile Driver Hyperbaric Worker - $96.85 5D 4C Compressed Air Worker 70.01 - 72.00 PSI King Pile Driver Hyperbaric Worker - $98.85 5D 4C Compressed Air Worker 72.01 - 74.00 PSI King Pile Driver Journey Level $57.43 5D 4C King Plasterers Journey Level $54.891 7G 1 R King Playground Et Park Equipment Journey Level $11.00 1 Installers King Plumbers Et Pipefitters Journey Level $79.69 6Z 1 G King Power Equipment Operators Asphalt Plant Operators $60.49 7A 3C 8P King Power Equipment Operators Assistant Engineer $56.90 7A 3C 8P King Power Equipment Operators Barrier Machine (zipper) $59.96 7A 3C 8P King Power Equipment Operators Batch Plant Operator, Concrete $59.961 7A 3C 8P King Power Equipment Operators Bobcat $56.90 7A 3C 8P King Power Equipment Operators Brokk - Remote Demolition $56.90 7A 3C 8P Equipment King Power Equipment Operators Brooms $56.90 7A 3C 8P King Power Equipment Operators Bump Cutter $59.96 7A I 3C 8P King Power Equipment Operators Cableways $60.49 7A 3C 8P King Power Equipment Operators Chipper $59.96 7A 3C 8P King Power Equipment Operators 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 Equipment Operators Concrete Finish Machine -laser $56.90 7A 3C 8P Screed King Power Equipment Operators $59.49 7A I 3C 8P 12/19/2017 Page 8 of 17 Concrete Pump - Mounted Or Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators Concrete Pump: Truck Mount $59.96 7A 3C 8P With Boom Attachment Up To 42m King Power Equipment Operators Conveyors $59.49 7A 3C 8P King Power Equipment Operators Cranes Friction: 200 tons and $62.33 7A 3C 8P over King Power Equipment Operators Cranes: 20 Tons Through 44 $59.96 7A 3C 81) 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 Operators 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 Power Equipment Operators Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Tons, Under 150'Of Boom (including Jib With Attachments) King Power Equipment Operators Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Under King Power Equipment Operators Cranes: Friction cranes through $61.72 7A 3C 8P 199 tons King Power Equipment Operators Cranes: Through 19 Tons With $59.49 7A 3C 8P Attachments A-frame Over 10 Tons King Power Equipment Operators Crusher $59.96 7A 3C 8P King Power Equipment Operators Deck Engineer/deck Winches $59.96 7A 3C 8P (power) King Power Equipment Operators Derricks, On Building Work $60.49 7A 3C 8P King Power Equipment Operators Dozers D-9 Et Under $59.49 7A 3C 8P King Power Equipment Operators 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 Equipment Operators Elevator And Man-lift: $56.90 7A 3C 8P Permanent And Shaft Type King Power Equipment Operators Finishing Machine, Bidwell And $59.96 7A 3C 8P Gamaco 8t Similar Equipment King Power Equipment Operators Forklift: 3000 Lbs And Over $59.49 7A 3C 8P With Attachments King Power Equipment Operators Forklifts: Under 3000 Lbs. With $56.90 7A 3C 813 Attachments King Power Equipment Operators Grade Engineer: Using Blue $59.96 7A 3C 8P Prints, Cut Sheets, Etc King Power Equipment Operators Gradechecker/stakeman $56.90 7A 3C 8P 12/19/2017 Paoc 9 of 17 King Power Equipment Operators Guardrail Punch $59.961 7A I 3C 8P King Power Equipment Operators Hard Tail End Dump $60.49 7A 3C 8P Articulating Off- Road Equipment 45 Yards. Et Over King Power Equipment Operators Hard Tail 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 Equipment Operators Horizontal/directional Drill $59.96 7A 3C 8P Operator King Power Equipment Operators Hydralifts/boom Trucks Over $59.49 7A 3C 8P 10 Tons King Power Equipment Operators Hydralifts/boom Trucks, 10 $56.90 7A 3C 81) Tons And Under King Power Equipment Operators Loader, Overhead 8 Yards. Et $61.10 7A 3C 8P Over King _Power Equipment Operators Loader, Overhead, 6 Yards. But $60.49 7A 3C 8P Not Including 8 Yards King Power Equipment Operators Loaders, Overhead Under 6 $59.96 7A 3C 8P Yards King Power Equipment Operators Loaders, Plant Feed $59.96 7A 3C 8P King Power Equipment Operators Loaders: Elevating Type Belt $59.49 7A 3C 8P King Power Equipment Operators Locomotives, All $59.96 7A 3C 8P King Power Equipment Operators Material Transfer Device $59.96 7A 3C 8P King Power Equipment Operators Mechanics, All (leadmen - $61.10 7A 3C 8P $0.50 Per Hour Over Mechanic) King Power Equipment Operators 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 Power Equipment Operators Oil Distributors, Blower $56.90 7A 3C 8P Distribution Et Mulch Seeding Operator King Power Equipment Operators Outside Hoists (elevators And S59.49 7A 3C 8P Manlifts), Air Tuggers,strato King Power Equipment Operators Overhead, Bridge Type Crane: $59.96 7A 3C 8P 20 Tons Through 44 Tons King Power Equipment Operators Overhead, Bridge Type: 100 $61.10 7A 3C 8P Tons And Over King Power Equipment Operators Overhead, Bridge Type: 45 $60.49 7A 3C 8P Tons Through 99 Tons King Power Equipment Operators Pavement Breaker $56.90 7A 3C 8P King Power Equipment 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 $56.901 7A 3C 8P King Power Equipment Operators Power Plant $56.90 7A 3C 8P King Power Equipment Operators Pumps - Water $56.90 7A 3C 8P King Power Equipment Operators Quad 9, Hd 41, D10 And Over $60.49 7A 3C 8P 12/19/2017 Page 10 of 17 King Power Equipment Operators Quick Tower - No Cab, Under $56.90 7A 3C 8P 100 Feet In Height Based To Boom King Power Equipment Operators 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 Power Equipment Operators Rigger/Signal Person, Bellman $59.49 7A 3C 8P (Certified) King Power Equipment Operators Rollagon $60.49 7A 3C 8P King Power Equipment 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 Equipment Operators Roto-mill, Roto-grinder $59.96 7A 3C 8P King Power Equipment Operators Saws- Concrete $59.49 7A 3C 8P King Power Equipment Operators Scraper, Self Propelled Under $59.96 7A 3C SP 45 Yards King Power Equipment Operators Scrapers - Concrete & Carry All $59.49 7A 3C 8P King Power Equipment Operators Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Yards And Over King Power Equipment Operators Service Engineers- Equipment $59.49 7A 3C 8P King Power Equipment Operators Shotcrete/gunite Equipment $56.90 7A 3C 8P King Power Equipment Operators Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Tractors Under 15 Metric Tons. King Power Equipment Operators 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 Power Equipment Operators Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Over 90 Metric Tons King Power Equipment Operators Slipform Pavers $60.49 7A X 8P King Power Equipment Operators Spreader, Topsider& $60.49 7A 3C 8P Screedman King Power Equipment Operators Subgrader Trimmer $59.961 7A 3C 8P King Power Equipment Operators Tower Bucket Elevators $59.49 7A 3C 8P King Power Equipment Operators Tower Crane Up To 175' In $61.10 7A 3C 8P Height Base To Boom King Power Equipment Operators 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 Equipment Operators Transporters, All Track Or $60.49 7A 3C 8P Truck Type King Power Equipment Operators Trenching Machines $59.49 7A 3C 8P King Power Equipment Operators $59.96 7A 3C 8P 12/19/2017 Page I I of 17 Truck Crane Oiler/driver - 100 Tons And Over King Power Equipment Operators Truck Crane Oiler/driver Under $59.49 7A 3C 8P 100 Tons King Power Equipment Operators 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, Farman Type $56.90 7A 3C 8P King Power Equipment Operators Yo Yo Pay Dozer $59.96 7A 3C 8P King Power Equipment Operators- Asphalt Plant Operators $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Assistant Engineer $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Barrier Machine (zipper) $59.96 7A 3C 8P Underground Sewer ft Water King Power Equipment Operators- Batch Plant Operator, Concrete $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Bobcat $56.90 7A 3C 8P Underground Sewer Et Water _ King Power Equipment Operators- Brokk - Remote Demolition $56.90 7A 3C 8P Underground Sewer Et Water Equipment King Power Equipment Operators- Brooms $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Bump Cutter $59.96 7A 3C 8P Underground Sewer E Water King Power Equipment Operators- Cableways $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Chipper $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Compressor $56.90 7A 3C 8P Underground Sewer Et Water I - King Power Equipment Operators- Concrete Pump: Truck Mount $60.49 7A 3C 8P Underground Sewer Et Water With Boom Attachment Over 42 M King Power Equipment Operators- Concrete Finish Machine -laser $56.90 7A 3C 8P Underground Sewer ft Water Screed King Power Equipment Operators- Concrete Pump - Mounted Or $59.49 7A 3C 8P Underground Sewer Et Water Trailer High Pressure Line Pump, Pump High Pressure. King Power Equipment Operators- Concrete Pump: Truck Mount $59.96 7A 3C 8P Underground Sewer Et Water With Boom Attachment Up To 42m King Power Equipment Operators- Conveyors $59.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Cranes Friction: 200 tons and $62.33 7A 3C 8P Underground Sewer Et Water over King Power Equipment Operators- Cranes: 20 Tons Through 44 $59.96 7A 3C 8P Underground Sewer Et 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) 12/19/2017 Page 12 of 17 King Power Equipment Operators- Cranes: 200 tons- 299 tons, or $61.72 7A 3C 8P Underground Sewer Et Water 250' of boom including jib with attachments King Power Equipment Operators- Cranes: 300 tons and over or $62.33 7A 3C 8P Underground Sewer a Water 300' of boom including jib with attachments King Power Equipment Operators- Cranes: 45 Tons Through 99 $60.49 7A 3C 8P Underground Sewer a Water Tons, Under 150'Of Boom (including Jib With Attachments) King Power Equipment Operators- Cranes: A-frame - 10 Tons And $56.90 7A 3C 8P Underground Sewer a Water Under King Power Equipment Operators- Cranes: Friction cranes through $61.72 7A 3C 8P Underground Sewer Ft Water 199 tons King Power Equipment Operators- Cranes: Through 19 Tons With $59.49 7A 3C 8P Underground Sewer&Water Attachments A-frame Over 10 Tons King Power Equipment Operators- Crusher $59.96 7A 3C 8P Under round Sewer a Water King Power Equipment Operators- Deck Engineer/deck Winches $59.96 7A 3C 8P Underground Sewer Et Water (power) King Power Eauipment Operators- Derricks, On Building Work $60.49 7A 3C 8P Underground Sewer&Water King Power Equipment Operators- Dozers D-9 Et Under $59.49 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Drill Oilers: Auger Type, Truck $59.49 7A 3C 8P Underground Sewer&Water Or Crane Mount King Power Equipment Operators- Drilling Machine $61.10 7A 3C 8P Underground Sewer&Water King Power Equipment Operators- Elevator And Man-lift: $56.90 7A 3C 8P Underground Sewer a Water Permanent And Shaft Type King Power Equipment Operators- Finishing Machine, Bidwell And $59.96 7A 3C BP Underground Sewer Et Water Gamaco & Similar Equipment King Power Equipment Operators- Forklift: 3000 Lbs And Over $59.49 7A 3C 8P Underground Sewer It Water With Attachments King Power Equipment Operators- Forklifts: Under 3000 Lbs. With $56.90 7A 3C 8P Underground Sewer&Water Attachments King Power Equipment Operators- Grade Engineer: Using Blue $59.96 7A 33C 8P Underground Sewer a Water Prints, Cut Sheets, Etc King Power Equipment Operators- Gradechecker/stakeman $56.90 7A 3C 8P Underground Sewer&Water King Power Equipment Operators- Guardrail Punch $59.96 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Hard Tail End Dump $60.49 7A 3C 8P Underground Sewer a Water Articulating Off- Road Equipment 45 Yards. a Over King Power Equipment Operators- Hard Tail End Dump $59.96 7A 3C 8P Underground Sewer a Water Articulating Off-road Equipment Under 45 Yards King Power Equipment Operators- Horizontal/directional Drill $59.49 7A 3C 8P Underground Sewer&Water Locator King $59.96 7A I 3C 8P 12/19/2017 Page 13 of 17 Power Equipment Operators- Horizontal/directional Drill Underground Sewer a Water Operator King Power Equipment Operators- Hydralifts/boom Trucks Over $59.49 7A 3C 8P Underground Sewer a Water 10 Tons King Power Equipment Operators- Hydralifts/boom Trucks, 10 $56.90 7A 3C 8P Underground Sewer &Water Tons And Under King Power Equipment Operators- Loader, Overhead 8 Yards. ft $61.10 7A 3C 8P Underground Sewer a Water Over King Power Equipment Operators- Loader, Overhead, 6 Yards. But $60.49 7A 3C 8P Underground Sewer a Water Not Including 8 Yards King Power Equipment Operators- Loaders, Overhead Under 6 $59.96 7A 3C 8P Underground Sewer a Water Yards King Power Equipment Operators- Loaders, Plant Feed $59.96 7A 3C 8P Underground Sewer a Water King Power Eauipment Operators- Loaders: Elevating Type Belt $59.49 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Locomotives, All $59.96 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Material Transfer Device $59.96 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Mechanics, All (leadmen - $61.10 7A 3C 8P Underground Sewer a Water $0.50 Per Hour Over Mechanic) King Power Equipment Operators- Motor Patrol Graders $60.49 7A 3C 8P Underground Sewer a Water King Power Eauipment Operators- Mucking Machine, Mole, Tunnel $60.49 7A 3C 8P Underground Sewer a Water Drill, Boring, Road Header And/or Shield King Power Equipment Operators- Oil Distributors, Blower $56.90 7A 3C 8P Underground Sewer a Water Distribution a Mulch Seeding Operator King Power Equipment Operators- Outside Hoists (elevators And $59.49 7A 3C 8P Underground Sewer a Water Manlifts), Air Tuggers,strato King Power Equipment Operators- Overhead, Bridge Type Crane: $59.96 7A 3C 8P Underground Sewer a Water 20 Tons Through 44 Tons King Power Equipment Operators- Overhead, Bridge Type: 100 $61.10 7A 3C 8P Underground Sewer a Water Tons And Over King Power Equipment Operators- Overhead, Bridge Type: 45 $60.49 7A 3C 8P Underground Sewer a Water Tons Through 99 Tons King Power Equipment Operators- Pavement Breaker $56.90 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Pile Driver (other Than Crane $59.96 7A 3C 8P Underground Sewer a Water Mount) King Power Equipment Operators- Plant Oiler - Asphalt, Crusher $59.49 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Posthole Digger, Mechanical $56.90 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Power Plant $56.90 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Pumps - Water $56.90 7A 3C 8P Underground Sewer Et Water King Quad 9, Hd 41, DI And Over $60.49 7A 3C FLP 12/19/2017 Page 14 of 17 Power Equipment Operators- Underground Sewer Ft Water King Power Equipment Operators- Quick Tower - No Cab, Under $56.90 7A 3C 8P Underground Sewer Et Water 100 Feet In Height Based To Boom King Power Equipment Operators- Remote Control Operator On $60.49 7A 3C 8P Underground Sewer Et Water Rubber Tired Earth Moving Equipment King Power Equipment Operators- Rigger And Bellman $56.90 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Rigger/Signal Person, Bellman $59.49 7A 3C BP Underground Sewer Et Water (Certified) King Power Equipment Operators- Rollagon $60.49 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Roller, Other Than Plant Mix $56.90 7A 3C 8P Underground Sewer It Water King Power Equipment Operators- Roller, Plant Mix Or Multi-lift $59.49 7A 3C 8P Underground Sewer 13 Water Materials King Power Equipment Operators- Roto-mill, Roto-grinder $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Saws - Concrete $59.49 7A 3C 813 Underground Sewer Et Water King Power Equipment Operators- Scraper, Self Propelled Under $59.96 7A 3C 8P Underground Sewer It Water 45 Yards King Power Equipment Operators- Scrapers - Concrete Et Carry All $59.49 7A 3C 8P Under round Sewer 13 Water King Power Equipment Operators- Scrapers, Self-propelled: 45 $60.49 7A 3C 8P Underground Sewer£t Water Yards And Over King Power Equipment Operators• Service Engineers - Equipment $59.49 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Shotcrete/gunite Equipment $56.90 7A 3C 8P Underground Sewer&Water King Power Equipment Operators- Shovel , Excavator, Backhoe, $59.49 7A 3C 8P Underground Sewer 8t Water Tractors Under 15 Metric Tons. King Power Equipment Operators- Shovel, Excavator, Backhoe: $60.49 7A 3C 8P Underground Sewer 8:Water Over 30 Metric Tons To 50 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes, $59.96 7A 3C 8P Underground Sewer is Water Tractors: 15 To 30 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $61.10 7A 3C 8P Underground Sewer Et Water Over 50 Metric Tons To 90 Metric Tons King Power Equipment Operators- Shovel, Excavator, Backhoes: $61.72 7A 3C 8P Underground Sewer Ft Water Over 90 Metric Tons King Power Equipment Operators- Slipform Pavers $60.49 7A 3C 8P Underground Sewer Ft Water King Power Equipment Operators- Spreader, Topsider Ft $60.49 7A 3C 8P Underground Sewer Et Water Screedman King Power Equipment Operators- Subgrader Trimmer $59.96 7A 3C 8P Underground Sewer Et Water King Power Equipment Operators- Tower Bucket Elevators $59.49 7A 3C 8P Underground Sewer ix Water 12/19/2017 Page 15 of 17 King Power Equipment Operators- Tower Crane Up To 175' In $61.10 7A 3C 8P Underground Sewer ft Water Height Base To Boom King Power Equipment Operators- Tower Crane: over 175' $61.72 7A 3C 8P Underground Sewer &Water through 250' in height, base to boom King Power Equipment Operators- Tower Cranes: over 250' in $62.33 7A 3C 8P Underground Sewer £t Water height from base to boom King Power Equipment Operators- Transporters, All Track Or $60.49 7A 3C 8P Underground Sewer a Water Truck Type King Power Equipment Operators- Trenching Machines $59.49 7A 3C 8P Underground Sewer &Water King Power Equipment Operators- Truck Crane Oiler/driver- 100 $59.96 7A 3C 8P Underground Sewer 8: Water Tons And Over King Power Equipment Operators- Truck Crane Oiler/driver Under $59.49 7A 3C 8P Underground Sewer Est Water 100 Tons King Power Equipment Operators- Truck Mount Portable Conveyor $59.96 7A 3C 8P Underground Sewer 6t Water King Power Equipment Operators- Welder $60.49 7A 3C 8P Underground Sewer 6t Water King Power Equipment Operators• Wheel Tractors, Farman Type $56.90 7A 3C 8P Underground Sewer a Water King Power Equipment Operators- Yo Yo Pay Dozer $59.96 7A 3C 8P Underground Sewer£t Water King Power Line Clearance Tree Journey Level In Charge $48.54 5A 4A Trimmers King Power Line Clearance Tree Spray Person $46.03 5A 4A Trimmers King Power Line Clearance Tree Tree Equipment Operator $48.54 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer $43.32 5A 4A Trimmers King Power Line Clearance Tree Tree Trimmer Groundperson $32.68 5A 4A Trimmers King Refrigeration a Air Journey Level $75.36 6Z 1G Conditioning Mechanics King Roofers Journey Level $49.27 5A 3H King Roofers Using Irritable Bituminous $52.27 5A 3H Materials King Sheet Metal Workers Journey Level (Field or Shop) $78.171 7F 1E King Shipbuilding &Ship Repair Boilermaker $43.31 7M 1H King Shipbuilding &Ship Repair Carpenter $41.06 7T 2B King Shipbuilding 8:Ship Repair Electrician $42.07 7T 4B King Shipbuilding It Ship Repair Heat Et Frost Insulator $67.93 5.1 4H King Shipbuilding It Ship Repair Laborer $41.99 7T 4B King Shipbuilding &Ship Repair Machinist $42.00 7T 4B King Shipbuilding Et Ship Repair Operator $41.95 7T 4B King Shipbuilding Ft Ship Repair Painter $42.00 7T 413 King Shipbuilding Ft Ship Repair Pipefitter $41.96 7T 4B King Shipbuilding &Ship Repair Rigger $42.05 7T 4B 12/19/2017 Page 16 of 17 King Shipbuilding &Ship Repair Sheet Metal $41.981 7T 4B King Shipbuilding (t Ship Repair Shipfitter $42.05 7T 4B King Shipbuilding ft Ship Repair Trucker $41.91 7T 4B King Shipbuilding Et Ship Repair Warehouse $41.94 7T 4B King Shipbuilding ft Ship Repair Welder/Burner $42.05 7T 4B King Sign Makers & Installers Sign Installer $22.92 1 (Electrical) King Sign Makers ft Installers Sign Maker $21.36 1 (Electrical) King Sign Makers It installers (Non- Sign Installer $27.28 1 Electrical King Sign Makers ft Installers (Non- Sign Maker $33.25 1 Electrical King Soft Floor Lavers Journey level $47.611 5A 3D King Solar Controls For Windows Journey Level $12.441 1 King Sprinkler Fitters (Fire Journey Level $74.49 5C 1X Protection) King Stage Rigging Mechanics (Non Journey Level $13.23 1 Structural King Stone Masons Journey Level $55.82 5A 1M King Street And Parking Lot Sweeper 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 $22.76 1 Technicians King Telephone Line Construction - Cable Splicer $38.84 5A 2B Outside King Telephone Line Construction - Hole Digger/Ground Person $21.45 5A 2B Outside King Telephone Line Construction - installer (Repairer) $37.21 5A 2B Outside King Telephone Line Construction - Special Aparatus Installer 1 $38.84 5A 2B Outside King Telephone Line Construction - Special Apparatus Installer II $38.03 5A 2B Outside King Telephone Line Construction - Telephone Equipment Operator $38.84 5A 2B Outside (Heavy) King Telephone Line Construction - Telephone Equipment Operator $36.09 5A 2B Outside (Light) King Telephone Line Construction - Telephone Lineperson $36.09 5A 2B Outside King Telephone Line Construction - Television Groundperson $20.33 5A 2B Outside King Telephone Line Construction - Television Lineperson/Installer $27.21 5A 2B Outside King Telephone Line Construction - Television System Technician $32.55 5A 2B Outside 12/19/2017 Page 17 of 17 King Telephone Line Construction • Television Technician $29.18 5A 2B Outside King Telephone Line Construction - Tree Trimmer $36.09 5A 2B Outside King Terrazzo Workers Journey Level $51.36 5A 1M King Tile Setters Journey Level $51.36 5A 1M King Tile. Marble ft Terrazzo Finisher $42.19 5A 1 B Finishers King Traffic Control Stripers Journey Level $44.93 7A 1K King Truck Drivers Asphalt Mix Over 16 Yards (W. $52.70 5D 3A 8L WA-Joint Council 28) King Truck Drivers Asphalt Mix To 16 Yards (W. $51.86 5D 3A 8L WA-Joint Council 28) King Truck Drivers Dump Truck 8:Trailer $52.701 5D 3A 8L King Truck Drivers Dump Truck (W. WA-Joint $51.86 5D 3A 8L Council 28) King Truck Drivers Other Trucks (W. WA-Joint $52.70 5D 3A 8L Council 28) King Truck Drivers Transit Mixer $43.23 1 King Well Drillers Et Irrigation Pump Irrigation Pump Installer $17.71 1 Installers King Well Drillers a Irrigation Pump Oiler $12.97 1 Installers King Well Drillers Et Irrigation Pump Well Driller $18.00 1 linstalters 12/19/2017 ATTACHMENT B: BIDDER'S PACKAGE BIDDER'S PACKAGE CITY OF KENT KING COUNTY, WASHINGTON LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDS ACCEPTED UNTIL: TUESDAY, JANUARY 10, 2018 1:30 pm 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 WASHINGTON BIDDER'S PACKAGE FOR LAKE MERIDIAN PARK BATHHOUSE REMODEL CONTENTS • Location Map and directions to the Park Site • Invitation to Bid FORMS 1. Contractor Compliance Statement 2. Proposal 3. Proposal Signature Form 4. Contractor's References 5. Bidder Responsibility Criteria 6. Contractor's Qualification Statement 7. Major Subcontractor Lists (2) 8. Bid Bond 9. Combined Affidavit and Certification of Non-Collusion and Minimum Wage 10. E.E.O. Policy Declaration 11. Kent Administrative Policy 1.2 - Women and Minority Contractors 12. Contract (to be completed after award of bid) 13. Insurance Requirements 14. Change Order Form (for use if needed) 15. Payment and Performance Bond and Certificate as to Corporate Seal (to be completed after award of bid) 16. EEO Compliance Statement (to be completed after project completion) 17. Request for Interpretation (for use if needed) 18. Substitution Request Form (for use if needed) 19. Bidder's Checklist LAKE MERIDIAN PARK BATHHOUSE REMODEL Project Address: 14800 SE 272nd Street Kent, Washington 98042 Directions from Hwy. 167 (North and South): Take the exit for HWY. 516/WILLIS STREET. Go EAST on Willis Street about one-quarter mile to CENTRAL AVE; Go LEFT on Central Ave. 4 blocks to HWY 516/SMITH STREET. Turn RIGHT on Smith Street & go up the hill; just past 104th Ave, VEER RIGHT onto HWY 516/KENT KANGLEY ROAD; Kent Kangley becomes SE 272ND STREET; Go about three-quarters of a mile and turn LEFT into park entrance. 1 ?67 GET) Soos Creek Park F;, sE::::,: s: Clark 515 Lake Park - C5n„r,1S, CIDKent (ED Meridian Valley Country Club - ,s S_lc,.•ns. 96 _ r 14800 Southeast 272nd Street Co ie Directions from Hwy. 18 (East and West): Take the exit for HWY 516/SE 272ND STREET. Go WEST on SE 272nd about three-quarters of a mile. Turn RIGHT into park entrance. HIGHPOINTE — 'n p C1 14800 Southeast t272nd Street sno. rclr;r � Caroirg'o ;.ihriry ' I aktr MenJ"nr Apar; innt; C:avr g" f3 V Fred%1,wv, Costcc Whple;;;ac 96 Pow INVITATION TO BID Notice is hereby given that the City of Kent, Washington, will receive sealed bids at the City Cleric's office through Wednesday, January 10, 2018 up to 1:30 p.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 Remodel The project consists a remodel of an 1,152 square foot existing bathhouse. Work includes removal of existing showers and reconfiguration of restroom stalls, installation of outdoor showers, replacement of exterior doors, replacement of various fixtures, update of finishes and mechanical updates. The Engineer's estimate for this project is $320,000. Bid documents may be obtained at www.kentwa.gov/r3rocurement. An optional pre-bid meeting will be held at 2:00 p.m. on Tuesday, January 2, 2018 at Lake Meridian Park, 14800 SE 272"d Street, Kent, WA 98032. 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 20th day of December, 2017. k/vv��/,A I :en KIMBERLEY KOMOTO, City Cle [Published in the Daily Journal of Commerce on December 20 and 27, 2017] BIDDING`:FORMS CONTRACTOR COMPLIANCE STATEMENT (President's Executive Order #11246) Date This statement relates to a proposed contract with the City of Kent named 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 REMODEL BIDDER'S PACKAGE PAGE 1 of 34 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 REMODEL 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 REMODEL BIDDER'S PACKAGE PAGE 2 of 34 BASE BID: LAKE MERIDIAN DARK BATHHOUSE REMODEL 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 Iterr�' Pl Prlce � No (#em Desc i lien C uantlt 0 f Pee lJni�' F�rndueilt' 1 Doors and Door Hardware 1 LS Division 8 2 Paintings and Coatings 1 LS (Section 099000) 3 Resinous Flooring 1 LS (Section 096723) 4 Specialties 1 LS Division 19 5 Site Furnishings 1 LS Section 129300) 6 Plumbing 1 LS (Division 22) 7 HVAC 1 LS Division 23 8 Electrical 1 LS Division 26 9 General Conditions 1 LS 10 Remainder of the Work not 1 LS listed above 11 Alternate #1 — Floor & Wall 1 LS Finishes at Rooms 102 & 104 12 Total Lump Sum Bid Items 1 through 10 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 REMODEL BIDDER'S PACKAGE PAGE 3 o6 34 BID SUMMARY 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 REMODEL BIDDER'S PACKAGE PAGE 4 of 34 PROPOSAL SIGNATURE PAGE PROJECT: LAKE MERIDIAN PARK BATHHOUSE REMODEL 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 REMODEL BIDDER'S PACKAGE PAGE 5 of 34 GENERAL CONTRACTOR'S REFERENCES PROJECT: LAKE MERIDIAN PARK BATHHOUSE REMODEL Please provide FIVE references for work performed similar in size and scope to the LAKE MERIDIAN PARK BATHHOUSE REMODEL. At least two of the references should be from a public agency. Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 6 of 34 Agency Name Address, city, state, zip Phone Contact Name Name of Project Amount of Contract (approx.) and Year ❑ I have worked for the City of Kent in 2015, 2016 or 2017. Name of Project(s): LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 7 of 34 BIDDER RESPONSIBILITY CRITERIA Certification of Compliance with Wage Payment Statutes: LAKE MERIDIAN PARK BATHHOUSE REMODEL 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 ( 12/20/2017 ), 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 REMODEL BIDDER'S PACKAGE PAGE 8 of 34 CONTRACTOR'S QUALIFICATION STATEMENT (RCW 39.04.350) for LAKE MERIDIAN PARK BATHHOUSE REMODEL 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 REMODEL BIDDER'S PACKAGE PAGE 9 of 34 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: 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 REMODEL BIDDER'S PACKAGE PAGE 10 of 34 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 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 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 REMODEL BIDDER'S PACKAGE PAGE 11 of 34 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 REMODEL BIDDER'S PACKAGE PAGE 12 of 34 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 at 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 Notary Public: My Commission Expires: LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 13 of 34 CITY OF KENT SUBCONTRACTOR LIST (Contracts over $100,000) List each subcontractor, from any tier of subcontractors, that shall perform subcontract work amounting to more than 10% of the total bid contract price. List each bid item to be performed by each designated subcontractor in numerical sequence. If no subcontractors will be performing 10% or more of the work, indicate this by writing "None" and signing this form at the bottom of the page. Failure to submit a fully completed and signed subcontractor list after the time set for bid opening may disqualify your bid. Project: LAKE MERIDIAN PARK BATHHOUSE REMODEL Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers Subcontractor Name Item Numbers BIDDER'S SIGNATURE LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 14 of 34 SUBCONTRACTOR LIST (Contracts over 1 million dollars) Name of Bidder: Project Name: LAKE MERIDIAN PARK BATHHOUSE REMODEL Project Number: #PPD18-01 Pursuant to RCW 39.30.060, Bidder shall list the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of heating, ventilation, and air conditioning; plumbing; and electrical, or to name itself for the work. Failure of the Bidder to submit, as part of the Bid, the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the Bidder's Bid non-responsive and, therefore, void. Subcontractor Name: Subcontractor Name: Subcontractor Name: Bidder's Signature Date LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 15 of 34 BID BOND FORM KNOW ALL MEN BY THESE PRESENTS: That we, , as Principal, and _ as Surety, are held and firmly bound unto the CITY OF KENT, as Obligee, in the penal sum of$ 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 REMODEL 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 REMODEL BIDDER'S PACKAGE PAGE 16 of 34 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 REMODEL NAME OF PROJECT NAME OF BIDDER'S FIRM SIGNATURE OF AUTHORIZED REPRESENTATIVE OF BIDDER Subscribed and sworn before me this day of , 24_. Notary Public: My Commission Expires: LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 17 of 34 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: For: Title: Date: LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 18 of 34 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 REMODEL BIDDER'S PACKAGE PAGE 19 of 34 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 REMODEL 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 REMODEL BIDDER'S PACKAGE PAGE 20 of 34 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. LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 21 of 34 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 REMODEL BIDDER'S PACKAGE PAGE 22 of 34 EXHIBIT B INSURANCE REQUIREMENTS FOR CONSTRUCTION PR03ECTS 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. Commercial General Liability insurance shall be written on ISO occurrence form CG 00 01 or its equivalent, with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. The Commercial General Liability insurance shall be endorsed to provide the Aggregate per Project Endorsement ISO form CG 25 03 11 85. The City shall be named as an Additional Insured under the Contactor's Commercial General Liability insurance policy with respect to the work performed for the City. All endorsements adding Additional Insureds shall be issued on form CG 20 10 1185 or a form deemed equivalent, providing the Additional Insureds with all policies and endorsements set forth in this section. 2. 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. 3. Workers' Compensation coverage as required by the Industrial Insurance laws of the State of Washington. B. Minimum Amounts of Insurance Contractor shall maintain the following insurance limits: 1. Commercial General Liability insurance shall be written with minimum limits of $3,000,000 per occurrence and in the aggregate for each 1 year policy period. This coverage may be any combination of primary, umbrella or excess liability coverage affording total liability limits of not less than $3,000,000 per occurrence and in the aggregate. Products and Completed Operations coverage shall be provided for a period of 3 years following Substantial Completion of the work. LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 23 of 34 EXHIBIT B (Continued) 2. Automobile Liability insurance with a minimum combined single limit for bodily injury and property damage of $1,000,000 per accident. C. Other Insurance Provisions The insurance policies are to contain, or be endorsed to contain, the following provisions for Automobile Liability and Commercial General Liability: 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. 3. The City of Kent shall be named as an additional insured on all policies (except Professional Liability) as respects work performed by or on behalf of the contractor and a copy of the endorsement naming the City as additional insured shall be attached to the Certificate of Insurance. The City reserves the right to receive a certified copy of all required insurance policies. The Contractor's Commercial General Liability insurance shall also contain a clause stating that coverage shall apply separately to each insured against whom claim is made or suit is brought, except with respects to the limits of the insurer's liability. 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. 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. LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 24 of 34 EXHIBIT B (Continued) 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. LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 25 of 34 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 III, "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 $ (inch Previous Change Orders) Current Change Order $ Applicable WSST Tax on this Change $ Order Revised Contract Sum $ LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 26 of 34 Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) Days Required (t) 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 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: Its Its (title) (title) DATE: DATE: LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 27 of 34 APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department [In this field,you may enter the electronic filepath where the contract has been saved] LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 28 of 34 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 REMODEL (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 REMODEL BIDDER'S PACKAGE PAGE 29 of 34 TWO WITNESSES: PRINCIPAL (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 REMODEL BIDDER'S PACKAGE PAGE 30 of 34 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 LAKE MERIDIAN PARK BATHHOUSE REMODEL 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 REMODEL BIDDER'S PACKAGE PAGE 31 of 34 LAKE MERIDIAN BATHHOUSE DOCUMENT 006313 KENT,WASHINGTON REQUEST FOR INTERPRETATION FORM RFI 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 CONSTRUCTION DOCUMENTS 006313-1 LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 32 of 34 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? $ (0; (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: Signature Title 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 Signature Title ...........................................................................................................................................................................................I......................... Owner's Consent ❑Yes ❑ O Date: By: OWNER Signature Title END OF SUBSTITUTION REQUEST FORM CONSTRUCTION DOCUMENTS 006325-1 LAKE MERIDIAN PARK BATHHOUSE REMODEL BIDDER'S PACKAGE PAGE 33 of 34 BIDDER'S CHECKLIST Project: LAKE MERIDIAN PARK BATHHOUSE REMODEL The bidder's attention is especially called to the following City of Kent forms that must be executed in full as required: Failure to comely 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. ❑ INSURANCE REQUIREMENTS: Successful bidder must provide proof of minimum required coverage with contract ❑ CHANGE ORDER FORM: For use after award if needed ❑ PERFORMANCE BOND/CERTIFICATE AS TO CORPORATE SEAL: To be executed by the successful Bidder and his surety company. ❑ REQUEST FOR INTERPRETATION FORM: For use after award if needed ❑ SUBSTITUTION REQUEST FORM: For use after award if needed The following form is to be executed after completion of the proiect: ❑ EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE: To be executed after completion and prior to acceptance by Owner. Retainage will not be released by Owner until receipt of this Affidavit. 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