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HomeMy WebLinkAboutPermit PG19-0090 - AMAZON - GAS HVAC EQUIPMENT, WATER HEATER, PLUMBING AND GREASE INTERCEPTORAMAZON 18323 ANDOVER PARK W PGI 9-0090 Parcel No: Address: C^txx of Tukwila Department of Community Development 630OSmwthcenterBoulevard, Suite #1OO Tukwila, Washington 98l8O Phone: 206'431'3670 Inspection Request Line: 3OG'4][-935O Web site: http://www.TukwilaWA.gov PLUMBING/GAS PIPING PERMIT 3523049018 lD3Z3ANDOVERPARK VV Project Name: AMAZON Permit Number: PG19-0X090 Issue Date: 8/20/2019 Permit Expires On: 2/16/2020 Owner: Name: Address: Contact Person: Address; Contractor: Name: Address: License No: Lender: Name: Address: PR|K4[ NON( ;;C 41OTERRY AVE m,SEA7TLE WA, 98109 APR|LHOUSE 3617SVVCHARL[5TONST,SEATTUE, WA, 98126 AN1ER|[ANMECHANICAL CORP PDBOX 1136,MONKOE,WA, 98Z7Z AN1ER|K4[0718H ^'' Phone: (206)478'0844 Expiration Date: 1/10/2021 DESCRIPTION 0=WORK' ADDING GAS HVAC EQUIPMENT, WATER HEATER, ADDING PLUMBING FOR PREP ROOM SINKS AND RESTROOMS. INCLUDES INSTALLATION OFGREASE INTERCEPTOR. Valuation of Work: $250,000.00 Water District: Sewer District: Fees Collected: $750.I5 Current Codes adopted hythe City ofTukwila: International Building Code Edition: international Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VYACities Electrical Code: YVA[296-46D: WA State Energy Code: 2017 2017 2017 2015 Permit Center Authorized Signature: Date: |hearbycertify that | have read and examined this permit and know the same tobetrue and correct, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting ofthis permit does not presume togive authority toviolate nrcancel the provisions ofany other state orlocal laws regulating construction orthe performance nfwork. |annauthorized tpsign and obtain this development permit and agree tuthe conditions attached tothis permit. YZ2� L~ Signature: Date: Print Name. This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUK4B|NG/GASPIPING PERMIT O}ND[OONS**~ 1: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall beinstalled incompliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall hetested and approved asrequired bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted |nthe presence ofthe Plumbing Inspector. |tshall bethe duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work isready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision ismade toprotect such pipe from freezing, All hot and cold water pipes installed outside the conditioned space shall beinsulated tnminimum R'3. O: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bystee|nai|p|atesnot|esthanl8QauAe. 9: Piping through concrete nrmasonry walls shall not besubject toany load from building construction. No plumbing piping shall bedirectly embedded inconcrete ormasonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls orpartitions shall beprotected in accordance with the requirements of the building code, Il: Piping inthe ground shall belaid onafirm bed for its entire length. Trenches shall bebackfiUedinthin layers totwelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, dnderUU,frozen earth, orconstruction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance ofthe jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities ofwater shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27,170 and the 2006 Uniform Plumbing Code Section 402 ofWashington State Amendments 15: Grease interceptor shall be installed per manufacturer's specifications and maintained on regular basis. Applicant shall keep a GREASE INTERCEPTOR MAINTENANCE LOG on site and record date, amount of grease removed by professional grease removing company, etc See attached sample log. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (20G)438-93S0 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 800S ROUGM'|NPLUMB|NG 9001 UNDERGROUND CITY OF TUKW1A Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. P6- Project No. Date Application Accepted: G2 24 lc; Date Application Expires: t 101 For o rce use onl PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 8700210100 Site Address: 18323 Andover Park West, Tukwila, WA 9811a Suite Number: n/a Floor: Tenant Name: Amazon New Tenant: cil —.Yes 0 ..No PROPERTY OWNER Name: Prime Now, LLC Address: 410 Terry Avenue N. City: Seattle State: WA Zip: 98109 CONTACT PERSON — person receiving all project communicalion Name: April House Paroline & Associates Address: 3617 SW Charlestown St City: Seattle State: WA Zip: 98 26 Phone: (206) 478-0844 Fax: Email: april@parolineassociates.com PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 250,000 Scope of Work (please provide detailed information): Adding gas HVAC equipment, water heater. Adding plumbing for prep room sinks and restrooms. Building Use (per Int'I Building Code): Warehouse Occupancy (per Int'l Building Code): 15 Utility Purveyor: Water: City of Tukwila Sewer: City of Tukwila HAApplicetionsTorms-Applications On Line12011 Applications \Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks 3 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 4 • Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory 3 Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow _protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet 3 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets 10 Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste 3 Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER QR AUTHOR D AGENT: Signature: Print Name: April House-Paroline & Associates Mailing Address: 3617 SW Charlestown St, Seattle WA 98126 Date: Day Telephone: (206) 478-0844 City State Zip H:1Applications\Forms-Applications On Line 2011 Applications Plumbing Permit Application Revised 8-9-11.doec Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila Receipt Number DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK ' $7,222.67 EL19-0532 Address: 18323 ANDOVER PARK W Apn: 3523049018 $4,015.88 Credit Card Fee , $116.97 Credit Card Fee R000.369.908.00.00 0.00 $116.97 ELECTRICAL $3,713.25 PERMIT FEE MULTI-FAM/COMM R000.322.101.00.00 0.00 $3,630.73 PERMIT FEE MISCELLANEOUS R000,322,101.00,00 0.00 $82.52 TECHNOLOGY FEE $185.66 TECHNOLOGY FEE R000,322,900.04.00 0.00 $185.66 M19-0104 Address: 18323 ANDOVER PARK W Apn: 3523049018 $2,594.66 Credit Card Fee $75.57 Credit Card Fee R000.369.908.00.00 0.00 $75.57 MECHANICAL $2,399.13 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33,15 PERMIT FEE R000.322.100.00.00 0.00 $2,365.98 TECHNOLOGY FEE $119,96 TECHNOLOGY FEE R000.322,900.04.00 0.00 $119.96 PG19-0090 Address: 18323 ANDOVER PARK W Apn: 3523049018 $612.13 Credit Card Fee $17.83 Credit Card Fee R000.369.908.00.00 0.00 $17.83 GAS $178.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 PERMIT FEE R000.322.100,00.00 0.00 $143.00 PLUMBING $388.00 PERMIT FEE R000,322.100.00.00 0.00 $353.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0,00 $35,00 TECHNOLOGY FEE $28.30 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18377 R000.322.900.04.00 0.00 $28.30 : $7,222.67 Date Paid: Tuesday, August 20, 2019 Paid By: APRIL HOUSE Pay Method: CREDIT CARD 510204 Printed: Tuesday, August 20, 2019 1:40 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID PerrnitTRAK $9,861,69 D19-0208 Address: 18323 ANDOVER PARK W Apn: 3523049018 $8,170.99 Credit Card Fee $237.99 Credit Card Fee R000.369.908.00.00 0.00 $237.99 DEVELOPMENT $7,933.00 PLAN CHECK FEE R000.345.830.00.00 0.00 $7,933.00 EL19-0532 Address: 18323 ANDOVER PARKK W Apn: 3523049018 $934.91 Credit Card Fee $27.23 Credit Card Fee R000.369.908.00.00 0.00 $27.23 ELECTRICAL $907.68 PLAN CHECK FEE R000.345.832.00.00 0.00 $907.68 M19-0104 Address: 18323 ANDOVER PARK W Apn: 3523049018 $617.77 Credit Card Fee $17.99 Credit Card Fee R000.369.908.00.00 0.00 $17.99 MECHANICAL 1 $599.78 PLAN CHECK FEE R000.322.102.00.00 0.00 $599.78 PG19-0090 Address: 18323 ANDOVER PARK W Apn: 3523049018 $138.02 Credit Card Fee $4.02 Credit Card Fee R000.369.908.00.00 0.00 $4.02 GAS $44.50 PLAN CHECK FEE R000.322.103.00.00 0.00 $44.50 PLUMBING $89.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17983 R000.322.103.00.00 0.00 $89.50 $9,861,69 Date Paid: Monday, June 24, 2019 Paid By: ANDREW PAROLINE Pay Method: CREDIT CARD 714280 Printed: Monday, June 24, 2019 3:10 PM 1 of 1 SYSTEMS CO TUKwILA ETn4KIT 6200 SOVTHCEmTEn eLvo TUKwILA, WA 98188 20*'433'1870 CITY OF TVKWILA 8e17348800802374464508 Date: 08/20/2019 01:40:09 pn [nsoIT CxKo SALE VISA CARD NUMBER: ****~*****4521 K TxxN AMOUNT: $7,222.67 APPROVAL Co: 510204 RECORD #: 808 CLERK ID: Bill {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 06/24/2019 03:08:28 PM CREDIT CARD SALE VISA CARD NUMBER: **********6173 K TRAN AMOUNT: $9,861.69 APPROVAL CD: 714280 RECORD #: 000 CLERK ID: kandace Thank you! Customer Copy hups://www.myv irtualmerchant.com/VirtualMerchant/transaction.do?dispatchMethod—pri... 6/24/2019 INSPECTION NO. INSPECTION RECORD Retain a copy with permit R19&Y?o PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro" ct: Typ l: Ir spe n: d rexs: ate Called: Specia Instructions: Date Wanted: ` ... .. a.m. p.m. .Req uester:� Phone No: pproved per applicable codes. COMMENTS ection$ required prior to approval. nspector: Date: REINSPECTION FEE RE +I UIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION N0. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-36 "0 Permit Inspection Request Line (206) 438-9350 Project: , y 7oA) Ty e of Ins ecti©n: P,ae , - A A dress: ,33Zgo_ 147te Called: Y , Special tnstruc ions: Date W t : ... �� a.m. p.m. Reques r. Phone No: 4 Approved per applicable codes.. Corrections required prior to approval. COMMENTS: Inspec Date: REINSPECTION FEE REQUIRED. Prior to next inspection. f 'e must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 k76-00 '0 Proje t: TYp f insp n: r Address: Date Called: Special Instructions: Date Want : a.m. p.m. equest r. Phone No: 1 Approved per applicable codes. COMMENTS: nspec Corrections required prior to approval. bate 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee mus paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectic+n. INSPECTION RECORD Retain a copy with permit NS' CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project- j Typ of Inspecon: Address: ate Called: phial Instructions: :Date wanted: ,�, ��,��� P-�. Requester. Phone No: © Approved per applicable codes. COMMENTS Corrections required prior to approval. REJNSPECTION FEE REQUIRED. Prior to next inspection, feelnus be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit NSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Al Type of Inspection: P )M13/N Address. /83.23 ,i'DoVVR : Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: EjApproved per applicable codes. Inspector: Corrections required prior to approval. Date: /0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6380 Southcenter Blvd.. Suite 100. Can to schedule reinspection. INS!' N NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #10O, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project» Ty f Insp tic Rd ss• Special Instructions: Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. Inspector: Date: REINSPECTI©N FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspecbion. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projecit: m T pe of Iris n: C Address: f3z3 P k � Date ailed: Special I structi ns: -- �� Date 'anted. a.m. p.m. Requester; 070 Phone No: 70S' ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: l ns pecto Date: RE1NSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT MO. M1'3-059'6 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431- 670 Permit Inspection Request Line (206) 438-9350 Proje Type o pedion: Address: Date Called: Spectat kistructtons: Date Wanted: q a,rn. Pm- Reque : Phone No: Approved per applicable codes., Corrections required prior to approval. COMMENTS: APPRDV4D— Aen 4.1644- k 77"etS0"4. ,62L. YKIF G-- ns pector. Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKINILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 3670 Permit Inspection Request Line (206) 438-9350 Projec • Z.134/ Type o I p on: 1 • Address: A55 2 1 Date ailed: Special Instru ns: 7-Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. 1 Corrections required prior to approval. ICOMMENTS: etePAcsOLD n pector Date:? REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro j t: N,;....r......._ T • _ 1- II Address: 7g32.3 t Special Instructions: Date Wanted: g- 29 - £ 0J a. p.m.� Requester: Phone No: proved per applicable codes. Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next insp - ction. fe.- must be paid at 6300 Southcenter Blvd'.. Suite 100. Call to schedule reinspection. ru HENDERSON ENGINEERS RESPONSE TO CITY COMMENTS Date: 07/26/19 ISSUED BY; ISSUED FOR: Henderson Engineers, Inc. UWA5 8345 Lenexa Drive Lenexa, KS 66214 THE FOLLOWING IS A LIST OF THE CITY OF TUKWILA REVIEW COMMENTS AND CORRECTIONS FOR ISSUANCE OF A CONSTRUCTION PERMIT AS RELATED TO THE MECHANICAL, ELECTRICAL AND PLUMBING SCOPE AND THEIR RESPECTIVE ACTION TAKEN BY HENDERSON ENGINEERS, INC. City of Tukwila Project # PG19-0090 Project Title and Address: UWA5/ 18323 Andover Park, Tukwila, WA HEI Project # 1950002714 ±OMMENTS PLUMBING 1) On the 2nd page of your permit application you have checked 1 backflow preventive device 2" diameter or smaller, however PW was not able to locate the baddBow on your plans. a) show location of the proposed backflow, which should be a Reduced Pressure Principle Assembly (RPPA), b) specify size/manufacturer/model number on plan and what it will be protecting, c) submit backflow cut sheet and circle the one to be installed 1) Response: No backflow preventer will be provided, Qty should be 0 on the permit form. Atmospheric -type vacuum breaker quantity should be 5. 2) Submit grease interceptor sizing calculations and enter GI size/manufacturer and model # as callout on your plan. 2) Response: Information requested has been added to plans. 3) Submit grease interceptor cut sheet/specs including installation/maintenance requirements. 3) Response: information requested has been added to P601. 4) Modify grease interceptor installation detail to fit GI model to be installed. 4) Response: Detail revised on P501. CORRE TION LTR# Pa 1 61- 000 RECEIVED CITY OF TUKWILA JUL 29 2019 PERMIT CENTER 8345 Lenexa Drive, Suite 300 (913) 742.5000 HENDERSONENGINEERS.COM Lenexa, KS 66214 City of Tukwila Department of Community Development June 27, 2019 APRIL HOUSE 3617 SW CHARLESTON ST SEATTLE, WA 98126 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 19-0090 AMAZON - 18323 ANDOVER PARK W Dear APRIL HOUSE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) On the 2nd page of your permit application you have checked 1 backflow preventive device 2" diameter or smaller, however PW was not able to locate the backflow on your plans. a) show location of the proposed backflow, which should be a Reduced Pressure Principle Assembly (RPPA), b) specify size/manufacturer/model number on plan and what it will be protecting, c) submit backflow cut sheet and circle the one to be installed 2) Submit grease interceptor sizing calculations and enter GI size/manufacturer and model # as callout on your plan. 3) Submit grease interceptor cut sheet/specs including installation/maintenance requirements. 4) Modify grease interceptor installation detail to fit GI model to be installed. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. 1 have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PG19-0090 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0090 PROJECT NAME: AMAZON SITE ADDRESS: 18323 ANDOVER PARK W Original Plan Submittal X Response to Correction Letter #1 DATE: 07/29/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division J).s Attic 4)---t Public Works Fire Prevention Structural Planning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required Denied DATE: 07/30/19 (corrections entered in Reviews) (ie: Zoning Issues) Notation: Structural Review Required DUE DATE: 08/27/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Ej Fire 0 Ping 0 PW fl Staff Initials: 12/18/2013 PERMIT COORD COP'( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0090 PROJECT NAME: AMAZON SITE ADDRESS: 18323 ANDOVER PARK W X Original Plan Submittal Response to Correction Letter # DATE: 06/24/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: -{1 Building Division 1111 &\S CO is(Z, JotcJ Public Works Fire Prevention Structural n n Planning Division n Permit Coordinator a PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) r (ie: Zoning Issues) Notation: DUE DATE: 07/23/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 6 - 1 Departments issued corrections: Bldg El Fire 0 Ping 1:1 PW Staff Initials: 12/18/2013 Date: 07/29/2019 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: PG 19-0090 ❑ Response to Incomplete Letter # 0 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: UWA5 Project Address: 18323 Andover Park Contact Person: April House-Paroline & Associates Phone Number: 206-478-0844 Summary of Revision: See Comment Response Letter RECEIVED JUL 292019 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: IN— Entered in TRAKiT on q W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 home 'Espanol Conthet Search L&I Safety & Health Claims & Insurance Clik Washington State Department of AO Labor & Industries AMERICAN MECHANICAL CORP Owner or tradesperson Principals KING, KELLY EDWARD, PRESIDENT KING, CHERI L, PRESIDENT (End: 12/07/2010) KING, KELLY EDWARD, TREASURER (End: 12/07/2010) Doing business as AMERICAN MECHANICAL CORP WA UBI No. 601 433 818 A-% Index Help My Ltd Workplace Rights Trades & Licensing PO BOX 1136 MONROE, WA 98272-4136 206-467-6407 SNOHOMISH County Business type Corporation Certifications & Endorsements License Verify the contractor's active registration / license / certification (depending on trade) and any past violations, Construction Contractor Active. Meets current requirements. License specialties PLUMBING License no. AMERIMC071BH Effective — expiration 01/08/1993— 01/10/2021 Bond OLD REPUBLIC SURETY CO Bond account no. YLI230431 $6,000.00 Received by L&1 Effective date 10/1112001 01/08/2002 Expiration date Until Canceled Insurance American Casualty Co of Readin $1,000,000.00 Policy no. 6045704693 Received by L&I Effective date 12/11/2018 01/08/2017 Expiration date 01/08/2020 Insurance history Help us improve PLUMBING SYMBOLS THIS IS A MASTER LEGEND AND NOT ALL SYMBOLS OR ABBREVIATIONS ARE USED. V2.01 STANDARD MOUNTING HEIGHTS PIPING SYMBOLS PIPING LINETYPES REFER TO THE ARCHITECTURAL DRAWINGS FOR PLUMBING FIXTURE MOUNTING HEIGHTS. UNO, INSTALL PLUMBING FIXTURES WITH THE MOUNTING HEIGHTS AS LISTED BELOW WITH FINAL APPROVAL BY THE ARCHITECT. LAVATORY OR SINK STANDARD HEIGHT 31" FLOOR TO RIM ADA ACCESSIBLE 34" FLOOR TO RIM CHILD HEIGHT 24" FLOOR TO RIM URINAL STANDARD HEIGHT 24" FLOOR TO RIM ADA ACCESSIBLE 17" FLOOR TO RIM CHILD HEIGHT 14" FLOOR TO RIM WATER CLOSET STANDARD HEIGHT 15" FLOOR TO RIM ADA ACCESSIBLE 17" TO 19" FLOOR TO TOP OF SEAT CHILD HEIGHT 10" FLOOR TO RIM WATER COOLER OR DRINKING FOUNTAIN STANDARD HEIGHT 41" FLOOR TO SPOUT ADA ACCESSIBLE 36" FLOOR TO SPOUT CHILD HEIGHT 30" FLOOR TO SPOUT SHOWER VALVES STANDARD HEIGHT - MEN 48" FLOOR TO CENTERLINE STANDARD HEIGHT - WOMEN 42" FLOOR TO CENTERLINE ADA ACCESSIBLE 38" MIN TO 48" MAX FLOOR TO CENTERLINE SHOWER HEADS MEN 6'-6" FLOOR TO CENTERLINE WOMEN 6'-0" FLOOR TO CENTERLINE TUB VALVES STANDARD HEIGHT 32" FLOOR TO CENTERLINE ADA ACCESSIBLE CENTER BETWEEN GRAB BAR AND TUB RIM CLINIC SERVICE SINKS 30" FLOOR TO RIM SURGEON'S SCRUB -UP SINKS 35" FLOOR TO FRONT RIM ICE MAKER OUTLET BOXES 24" FLOOR TO CENTER OF BOX WASHING MACHINE OUTLET BOXES 42" FLOOR TO RIM JANITOR'S SINK FAUCET FITTINGS 42" FLOOR TO CENTERLINE HOSE BIBBS 36" AFF TO CENTERLINE NON FREEZE WALL HYDRANTS 18" AFG TO CENTERLINE OUTLET ---CW--- DOMESTIC COLD WATER (CW) . ---SCW--- SOFTENED COLD WATER (SCW) ----HW---- DOMESTIC HOT WATER (HW) ----- HWR----- DOMESTIC HOT WATER RECIRC. (HWR) -0 OXYGEN --------. NITROUS OXIDE OUTLET -► MEDICAL AIR OUTLET -4 NITROGEN OUTLET - 140° 140° DOMESTIC HOT WATER (140°) !'2 MG 051 MEDICAL VACUUM INLET IG FLOOR SINK (FS), SIZE & TYPE FLOOR DRAIN (FD), SIZE & TYPE O ROOF DRAIN (RD), SIZE & TYPE T TRAP PRIMER LINE (T) S SOIL PIPING - ABOVE FLOOR (S) -S- - SOIL PIPING - BELOW FLOOR (S) W WASTE PIPING - ABOVE FLOOR (W) tlr BALL VALVE Al -W- - WASTE PIPING - BELOW FLOOR (W) CONTROL VALVE SHUTOFF VALVE GW GREASE WASTE - ABOVE FLOOR (GW) - - -GW- - - GREASE WASTE - BELOW FLOOR (GW) D4 CHECK VALVE t3Z1 BALANCING VALVE WITH PRESSURE PORTS CGWV COMBINATION GREASE WASTE AND VENT (CGWV) WATER METER CWV COMBINATION WASTE AND VENT (CWV) -15 ST STORM DRAIN - ABOVE FLOOR (ST) - - -ST- - - STORM DRAIN - BELOW FLOOR (ST) lyl STRAINER STRAINER WITH BLOWOFF I N. 43- RELIEF/SAFETY VALVE SOLENOID VALVE OST OVERFLOW STORM DRAIN - ABOVE FLOOR (OST) -VBG- - VENT BELOW GRADE (VBG) - -VBF- - VENT BELOW FLOOR (VBF) IQ1 p PRESSURE REDUCING VALVE 4 al GAS PRESSURE REGULATOR ID INDIRECT DRAIN (ID) CDH CONDENSATE EFFICIENCY RTU al THERMOSTATIC MIXING VALVE DRAIN - HIGH (CDH) PA PIPE ANCHOR CD CONDENSATE DRAIN (CD) X �EJ EXPANSION JOINT ACD AUXILIARY CONDENSATE DRAIN (ACD) BACKFLOW PREVENTER 9 GAUGE SPD SUMP OR SEWAGE PUMP DISCHARGE (SPD) NATURAL GAS PRESSURE G (G) - - -G- - - NATURAL GAS ON ROOF (G) MEDIUM NATURAL GAS THERMOMETER USE THE DEFAULT MOUNTING HEIGHTS SHOWN ABOVE UNLESS NOTED OTHERWISE IN THE SPECIFICATIONS OR ELSEWHERE. MOUNTING HEIGHTS LISTED ARE ABOVE FINISHED FLOOR (AFF) OR ABOVE FINISHED GRADE (AFG). ALL DEVICES SHALL BE INSTALLED IN COMPLIANCE WITH CURRENT ADA AND LOCAL REQUIREMENTS. 11-- UNION MPG PRESSURE (MPG) - -MPG- - MEDIUM PRESSURE NATURAL GAS ON ROOF (MPG) NON POTABLE WATER FLANGE CONNECTION I HOSE BIBS (HB) HYDRANT NPW (NPW) LIQUIFIED GAS ANNOTATION {+ NONFREEZE WALL (NW) I VACUUM VALVE LPG PETROLEUM (LPG) WATER O PLUMBING PLAN NOTE CALLOUT PLUMBING EQUIPMENT DESIGNATION. FURNISHED AND n MANUAL / AUTOMATIC AIR VENT OR RELIEF T SWITCH WS SERVICE (WS) PRESSURE /VACUUM FP FIRE PROTECTION (FP) (CONTRACTOR 0110 INSTALLED). REFER TO PLUMBING FIXTURE OR EQUIPMENT PD CONDENSATE PUMP DISCHARGE (PD) VENT 1 CLEANOUT SCHEDULES CAP V PIPING (V) ACID FLOOR 1 EQUIPMENT DESIGNATION (CONTRACTOR FURNISHED AND INSTALLED, PURCHASED THROUGH SINGER) ® 0 31 WALL CLEANOUT (WCO) FLOOR CLEANOUT (FCO) EXTERIOR CLEANOUT (ECO) AW WASTE - ABOVE (AW) - - -AW- - - ACID WASTE - BELOW FLOOR (AW) ACID VENT m MECHANICAL EQUIPMENT DESIGNATION (CONTRACTOR PROVIDED AV (AV) COMPRESSED AIR v UNO) SCONNECTION POINT OF NEW WORK TO EXISTING Q DETAIL REFERENCE UPPER NUMBER INDICATES DETAIL NUMBER 10 ELBOW UP ELBOW CA (CA) MEDICAL AIR ID DOWN TEE UP MA (MA) MEDICAL VACUUM t01 TEE DOWN MV (MV) NITROGEN VP LOWER NUMBER INDICATES SHEET NUMBER 1 SECTION CUT DESIGNATION N2 (N2) NITROUS OXIDE iCl UP WITH SHUT-OFF VALVE IQ ELBOW (SOV) ELBOW DOWN WITH SHUT-OFF VALVE N20 (N20) OXYGEN P1 02 (02) EVAC/WAGD ig (SOV) TEE UP WITH SHUT-OFF VALVE (SOV) -1 SHUT-OFF VALVE EV (EV) CARBON DIOXIDE ABBREVIATIONS ADA AMERICANS WITH DISABILITIES ACT AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AHU AIR HANDLING UNIT AP ACCESS PANEL BAS BUILDING AUTOMATION SYSTEM BFF BELOW FINISHED FLOOR BFG BELOW FINISHED GRADE BOP BOTTOM OF PIPE BOS BOTTOM OF STRUCTURE BTU BRITISH THERMAL UNIT CP CONDENSATE PUMP CPVC CHLORINATED POLYVINYL CHLORIDE CU COPPER DI DUCTILE IRON DN DOWN DFU DRAINAGE FIXTURE UNIT DS DOWNSPOUT (E) EXISTING EMS ENERGY MANAGEMENT SYSTEM ETR EXISTING TO REMAIN EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW FF FINISHED FLOOR FL FLOW LINE FLA FULL LOAD AMPS FLR FLOOR GPM GALLONS PER MINUTE HD HEAD, HUB DRAIN HZ HERTZ IE INVERT ELEVATION IN WC INCHES OF WATER COLUMN JB JUNCTION BOX J-BOX JUNCTION BOX KW KILOWATT MAU MAKE-UP AIR UNIT MAX MAXIMUM MBH 1000 BTU PER HOUR MH MANHOLE MIN MINIMUM N/C NORMALLY CLOSED N/O NORMALLY OPEN NIC NOT IN CONTRACT ORD OVERFLOW ROOF DRAIN PDI PLUMBING DRAINAGE INSTITUTE PH/0 PHASE PRV PRESSURE REDUCING VALVE PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN RPM REVOLUTIONS PER MINUTE RTU ROOFTOP UNIT SF SQUARE FEET SP SUMP PUMP SS STAINLESS STEEL, SANITARY SEWER, SOIL STACK TDH TOTAL DYNAMIC HEAD TFA TO FLOOR ABOVE TFB TO FLOOR BELOW TYP TYPICAL UL UNDERWRITERS LABORATORIES, INC. UNO UNLESS NOTED OTHERWISE UPS UNINTERRUPTIBLE POWER SUPPLY VCP VITRIFIED CLAY PIPE VFD VARIABLE FREQUENCY DRIVE VS VENT STACK VTR VENT THROUGH ROOF W/ WITH W/O WITHOUT WC WATER COLUMN WS WASTE STACK WSFU WATER SUPPLY FIXTURE UNIT WVS WASTE VENT STACK TEE DOWN WITH (SOV) "A" * WATER HAMMER ARRESTER CO2 (CO2) MEDICAL AIR INTAKE (WHA) WITH PDI SIZES, (A, B, C, D, & E) Al (Al) MEDICAL VACUUM EXHAUST VE (VE) RECIRCULATION PUMP HE HELIUM (HE) INSTRUMENT AIR CD P-TRAP tft IA (IA) INSTRUMENT GAS COCK IV VACUUM (IV) DENTAL TRAP PRIMER AO UNIT DA AIR (DA) TRAP PRIMER WITH DISTRIBUTION DV DENTAL VACUUM (DV) FILTERED FW1 WATER (FW1) INHIBITOR FW2 FILTERED WATER W/ SCALE (FW2) RO REVERSE OSMOSIS (RO) ROR REVERSE OSMOSIS REMINERALIZATION (ROR) LINETYPE LEGEND THROUGHOUT THE DRAWINGS DIFFERENT LINE -TYPES ARE USED IN COMBINATION WITH THE SYMBOLS TO INDICATE THE STATUS OF ITEMS AS EXISTING, TO BE DEMOLISHED, TO BE INCLUDED AS PART OF NEW WORK AND/OR ITEMS WHICH ARE ANTICIPATED TO BE PROVIDED IN THE FUTURE. THE STATUS OF ITEMS USING THESE LINETYPES ARE RELATIVE • TO THE VIEW IN WHICH THEY APPEAR. PHASING SHOWN IN DRAWINGS IS NOT INTENDED TO FULLY DESCRIBE ALL NECESSARY CONSTRUCTION PHASING, WHICH IS DETERMINED BY THE CONTRACTOR AS PART OF THEIR RESPONSIBILITIES. ANY SUCH PHASES DESCRIBED IN THE CONSTRUCTION DOCUMENTS ARE GENERAL AND ONLY INTENDED TO INDICATE A BROAD ORDER FOR THE SAKE OF DESCRIBING THE PROJECT. THE FOLLOWING LINETYPES MAY BE USED ON ANY DEVICE, EQUIPMENT, NOTE, LINE, SHAPE, ETC. EXISTING DEMOLISH NEW FUTURE GENERAL NOTES: 1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT THE GENERAL SCOPE OF THE WORK. REVIEW THE GENERAL NOTES, SPECIFICATIONS AND PLANS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY THE ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID. 2. FURNISH A CONSTRUCTION RECORD SET OF "AS -BUILT" DOCUMENTS TO THE ARCHITECT REFLECTING ANY VARIANCES OF INSTALLED PIPING LOCATIONS OR EQUIPMENT CONTRARY TO THE CONSTRUCTION DOCUMENTS PREPARED BY THE ENGINEER -OF -RECORD AFTER FINAL INSPECTION OF INSTALLED PLUMBING SYSTEMS. 3. FURNISH TO THE ARCHITECT A COPY OF INSPECTION REPORTS AND APPROVAL CERTIFICATES FROM LOCAL AND STATE INSPECTIONS. 4. INSTALLATION SHALL COMPLY WITH LEGALLY CONSTITUTED CODES AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 5. VERIFY LOCATION AND DEPTH AT ALL POINTS OF CONNECTION INDICATED ON DRAWINGS BEFORE START OF PROJECT. 6. REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND MOUNTING HEIGHTS OF PLUMBING FIXTURES. 7. DO NOT SCALE FLOOR PLANS FOR EXACT HORIZONTAL LOCATION OF PIPE ROUTING. 8. PIPING IN FINISHED AREAS SHALL BE ROUTED CONCEALED; EXPOSED PIPING, WHERE NECESSARY, SHALL BE ROUTED AS HIGH AS POSSIBLE AND TIGHT TO WALLS. 9. COORDINATE ALL WORK WITH OTHER TRADES AND CONTRACTORS. 10. COORDINATE PIPING INSTALLATION WITH STRUCTURAL GRADE BEAMS, FOOTINGS, COLUMN PIERS, ETC. PIPING INVERTS AND SLOPE SHALL BE CLOSELY COORDINATED TO AVOID CONFLICTS WITH ALL OTHER TRADES BELOW SLAB WORK. 11. CLEAN FAUCET AERATORS AND PIPE STRAINERS PRIOR TO TURNING BUILDING OVER TO THE OWNER. 12. PROVIDE TRAP PRIMERS WHERE REQUIRED BY LOCAL AUTHORITIES. 13. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 14. COORDINATE ALL ROOF PENETRATIONS WITH OTHER TRADES. MAINTAIN 10' MINIMUM CLEARANCE FROM ALL ROOF TOP AIR INTAKES AND ROOF EDGES AND/OR PARAPETS. MAINTAIN 2' CLEARANCE FROM ALL OTHER ROOF TOP EQUIPMENT. 15. COORDINATE AND INSTALL ALL FLOOR AND WALL CLEANOUTS IN FREE AND ACCESSIBLE LOCATIONS FOR MAINTENANCE PER ARCHITECTURAL DRAWINGS. CLEANOUTS INSTALLED BENEATH OR BEHIND EQUIPMENT OR CASES SHALL BE RELOCATED AT CONTRACTOR'S EXPENSE WITH NO EXTRA COST TO OWNER. 16. COORDINATE AND INSTALL ALL FLOOR DRAINS AND FLOOR CLEANOUTS TO BE SET AND PLUMB FLUSH WITH FINISH FLOOR ELEVATIONS INDICATED ON ARCHITECTURAL DRAWINGS. NO CRACKS, RISE OR FALLS IN FINISH FLOOR AROUND DRAINS TOPS SHALL BE PERMITTED. CORRECTIONS SHALL BE AT CONTRACTOR'S EXPENSE WITH NO EXTRA COST TO OWNER. 17. INSTALL FLOOR DRAINS AS INDICATED ON DRAWINGS. IF CONFLICTS ARE FOUND, NOTIFY ARCHITECT AS SOON AS POSSIBLE TO RESOLVE ISSUE SO NOT TO DELAY WORK SCHEDULE. DRAINS NOT INSTALL AS INDICATED OR DAMAGE TO DRAIN BODIES OR GRATES DUE TO REMOVAL OF DRAIN PROTECTIVE COVERINGS DURING CONSTRUCTION SHALL BE REPLACED AT CONTRACTOR'S EXPENSE WITH NO EXTRA COST TO OWNER. 18. BELOW SLAB PLUMBING SYSTEMS ARE PROHIBITED BENEATH FREEZER UNITS. PLUMBING SYSTEMS INSTALLED NEAR FREEZER UNITS SHALL BE WRAPPED WITH 3/4" ARMAFLEX PIPE INSULATION. 19. NO PIPING SHALL BE INSTALL WITHIN REFRIGERATED PANEL WALLS OF FREEZER/COOLER UNITS. ANY PIPING INSTALLED ON EXTERIOR FACE OF REFRIGERATED PANEL WALLS SHALL BE INSTALLED IN A NEAT AND PROFESSIONAL WORKMAN LIKE MANNER, PIPING SHALL BE PROPERLY SUPPORTED. 20. ALL PLUMBING FIXTURE SHUT-OFF AND/OR BALANCING VALVES INSTALLED IN PIPE CHASES SHALL BE ACCESSIBLE FROM JUST ABOVE THE CEILING LINE OR ACCESS DOORS PROVIDED LOW IN CHASE WALL. 21. PROVIDE PROPER FREE STANDING INTERNAL WALL SUPPORTS FOR ALL PLUMBING WALL HUNG FIXTURES TO PREVENT PULLOUT FROM WALL. 22. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ALL FINAL CLEANING AND GUARANTEE PROPER WORKING OPERATIONS OF INSTALLED FIXTURES FURNISHED BY CONTRACTOR AND/OR OWNER. CAULK ALL PLUMBING FIXTURES TO WALLS AND FLOORS WITHIN FOOD PREP AREAS IN ACCORDANCE WITH LOCAL HEALTH DEPARTMENT CODES AND REGULATIONS. 23. FURNISH AND INSTALL ESCUTCHEONS AT ALL PIPE PENETRATIONS THROUGH FINISHED WALLS. 24. PROVIDE FINAL CONNECTIONS TO ALL EQUIPMENT SPECIFIED IN PLUMBING FIXTURE SCHEDULE AND OWNER FURNISHED EQUIPMENT SCHEDULE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. INSTALL OR PROVIDE ALL REQUIRED SHUT -OFFS, BACKFLOW PREVENTERS, PRESSURE REGULATORS, FILTERS, AND CONDENSATE DRAINS AS INDICATED ON THE SCHEDULES AND/OR AS REQUIRED BY ALL STATE OR LOCAL CODES AND REGULATIONS. REFERENCE EQUIPMENT CUT -SHEETS FOR ADDITIONAL FINAL CONNECTION REQUIREMENTS NOT SHOWN ON THESE DRAWINGS. COMMISSIONING PROJECT COMMISSIONING REQUIREMENTS SHALL CONFORM TO SECTION C408 OF THE 2015 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE. THESE REQUIREMENTS INCLUDE, BUT ARE NOT LIMITED TO A COMMISSIONING PLAN, PRELIMINARY COMMISSIONING REPORT, FINAL COMMISSIONING REPORT, AND ACCEPTANCE AND SUPPORTING DOCUMENTS. IN ADDITION, PROVIDE SYSTEM OPERATIONAL TRAINING, O&M MANUALS, AND RECORD DRAWINGS TO THE OWNER PER THE 2015 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE. THE BASIS OF DESIGN FOR THE DOMESTIC WATER DISTRIBUTION, SIZING, AND PLUMBING FIXTURE SELECTION AS SHOWN IN THESE DOCUMENTS ARE BASED UPON A MINIMUM AVAILABLE WATER SERVICE PRESSURE OF 63 PSI AT THE POINT OF CONNECTION TO THE UTILITY WATER SERVICE PIPING. SHOULD AVAILABLE DOMESTIC WATER PRESSURE BE LESS THAN 63 PSI, AT A MINIMUM 34 GPM, THEN THE LANDLORD SHALL BE RESPONSIBLE FOR PROVIDING A DOMESTIC WATER BOOSTER PUMP SYSTEM. SHOULD AVAILABLE WATER PRESSURE BE GREATER THAN 80 PSI, THEN LANDLORD SHALL BE RESPONSIBLE FOR PROVIDING A PRESSURE REDUCING VALVE TO REDUCE. SEPARATE PERMIT REQUIRED FOR: echanl Electrical 0 Plumbing ❑ Gas Piping City of Tukwila BUILDING DIVISION REVISIONS No chances shall be made to the scope of work wltnour o !of approval of the Tukwila Building Division. NOTE: Revisions wilt require a new plan submittal and may include additional plan review. FI Permit No. ( 1 M N(00610 Plan review approval is subject to errors ano omissions. Approval of construction documents not authorize the violation of any adopted cafe or ordinance. Receipt of approved Field Copy and nditl n ac:_ By. Date: ' V 20 i 14 City of Tukwila BUILDING DIVISION CORREQTION LTR# REVIEWED FOR CODE COMPLIANCE •. APPROVED AUG 12 2019 wve City of Tukwila BUILDING DIVISION 1 RECEIVED JUL 3 0 2019 TUKWILA PUBLIC WORKS CITY OF TU K WILA JUL 29 2019 PERMIT CENTER ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 CONSULTANT CONSULTANT LOGO HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913.742.5000 FAX913.742.5001 WWW.HENDERSON ENGIN EERS.COM 1950002714 WA. CORPORATE NUMBER: 1754 06/30/20 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or, example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. DATE DESCRIPTION PROJECT NAME UWAS SEATTLE PROJECT ADDRESS ...................... 18323 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUED FOR PERMIT PRO3ECT MANAGER: JAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL . . . . . . . . . . . . . . . . . . . . . . Jun 20 2019 PROJECT NAME: UWAS (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: PLUMBING GENERAL NOTES PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI BLDG FLOOR: 1 BUILDING TYPE: UWA5 DRAWN DATE: 06/14/19 APPROVED BY: SEAN O. EISLER SCALE: APPROVED DATE: amazon r `., AMAZON DISCLAIMER TMIS DRAWING, INCLuDINO W FNOUT uMITATON Au INTEUECNAL PROPERT CONTAINED OR REFLECTED. EMBODIES CONFIDENTIAL INFORMATION OF AMAZON FULFILLMENT SERVICES, INC. AND ITS AFFTHAILIATES T(1)IT WILL MOT BEIDED wrn1 THE REPRODUCED UN USED AT UNDERSTANDING THAT SHALL BE RENExcEpT THAT FRNED IMMDIATELT ON DEMANIT IS ERFNESSLT D . /AND ((3)ZIf IS OTHERWISE SUBJECT TO ALL THE AGREEMENT BETWEEN ArNAZO0 AND"ms or ANT NONOISCLOSV RECIPIENT. PE SHEET: P001 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.eom TEL: 913-262-9095 FAX: 913-262-9044 DIVISION 22: PLUMBING 1. GENERAL INSTRUCTIONS A. GENERAL REQUIREMENTS ALL REQUIREMENTS UNDER DIVISION 01 AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS APPLY TO THIS SECTION AND DIVISION. WHERE THE REQUIREMENTS OF THIS SECTION AND DIVISION EXCEED THOSE OF DIVISION 01, THIS SECTION AND DIVISION TAKE PRECEDENCE. BECOME THOROUGHLY FAMILIAR WITH ALL ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION, SECTION, OR BOTH. WORK REQUIRED UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE THE FUNCTION OF EACH SYSTEM AS IMPLIED BY THE DESIGN AND EQUIPMENT SPECIFIED. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND ANY PORTION OF WORK DESCRIBED IN ONE SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. DRAWINGS ARE GRAPHIC REPRESENTATIONS OF THE WORK UPON WHICH THE CONTRACT IS BASED. THEY SHOW THE MATERIALS AND THEIR RELATIONSHIP TO ONE ANOTHER, INCLUDING SIZES, SHAPES, LOCATIONS, AND CONNECTIONS. THEY CONVEY THE SCOPE OF WORK, INDICATING THE INTENDED GENERAL ARRANGEMENT OF THE SYSTEMS WITHOUT SHOWING ALL OF THE EXACT DETAILS AS TO ELEVATIONS, OFFSETS, CONTROL LINES, AND OTHER INSTALLATION REQUIREMENTS. USE THE DRAWINGS AS A GUIDE WHEN LAYING OUT THE WORK AND TO VERIFY THAT MATERIALS AND EQUIPMENT WILL FIT INTO THE DESIGNATED SPACES, AND WHICH WHEN INSTALLED PER MANUFACTURERS' REQUIREMENTS, WILL ENSURE A COMPLETE, COORDINATED, SATISFACTORY, AND PROPERLY OPERATING SYSTEM. B. DEFINITIONS DIVISION: REFERENCES CONTAINED IN THIS SPECIFICATION FOLLOW THE NUMBERING SYSTEM DEFINED IN THE CONSTRUCTION SPECIFICATIONS INSTITUTE (CSI) MASTERFORMAT 2004 EDITION. SPECIFICATION DIVISIONS 01 THROUGH 13 PROVIDED WITH THIS PROJECT MAY REFERENCE THE CSI MASTERFORMAT 1995 EDITION. THE CORRESPONDING DIVISION REFERENCES BETWEEN THE 2004 EDITION AND 1995 EDITION ARE AS FOLLOWS: 2004 EDITION 1. DIVISION 21 - FIRE SUPPRESSION 2. DIVISION 22 - PLUMBING 3. DIVISION 23 - HVAC 4. DIVISION 23R - REFRIGERATION 5. DIVISION 26 - ELECTRICAL 6. DIVISION 27 - COMMUNICATIONS 7. DIVISION 28 - ELECTRONIC SAFETY AND SECURITYDIVISION 16 1995 EDITION DIVISION 15 DIVISION 15 DIVISION 15 DIVISION 15 DIVISION 16 DIVISION 16 FURNISH: "TO SUPPLY AND DELIVER TO THE PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION AND SIMILAR OPERATIONS." INSTALL: "TO PERFORM ALL OPERATIONS AT THE PROJECT SITE INCLUDING, BUT NOT LIMITED TO, THE ACTUAL UNLOADING, UNPACKING, ASSEMBLING, ERECTING, PLACING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, TESTING, COMMISSIONING, STARTING UP AND SIMILAR OPERATIONS, COMPLETE, AND READY FOR THE INTENDED USE." PROVIDE: "TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE." FURNISHED BY OWNER (OR OWNER -FURNISHED) OR FURNISHED BY OTHERS: "AN ITEM FURNISHED BY THE OWNER OR UNDER OTHER DIVISIONS OR CONTRACTS, AND INSTALLED UNDER THE REQUIREMENTS OF THIS DIVISION, COMPLETE, AND READY FOR THE INTENDED USE, INCLUDING ALL ITEMS AND SERVICES INCIDENTAL TO THE WORK NECESSARY FOR PROPER INSTALLATION AND OPERATION. INCLUDE THE INSTALLATION UNDER THE WARRANTY REQUIRED BY THIS DIVISION." ENGINEER: WHERE REFERENCED IN THIS DIVISION, "ENGINEER" IS THE ENGINEER OF RECORD AND THE DESIGN PROFESSIONAL FOR THE WORK UNDER THIS DIVISION, AND IS A CONSULTANT TO, AND AN AUTHORIZED REPRESENTATIVE OF THE ARCHITECT, AS DEFINED IN THE GENERAL AND/OR SUPPLEMENTARY CONDITIONS. WHEN USED IN THIS DIVISION, ENGINEER MEANS INCREASED INVOLVEMENT BY AND OBLIGATIONS TO THE ENGINEER, IN ADDITION TO INVOLVEMENT BY AND OBLIGATIONS TO THE ARCHITECT. AHJ: THE LOCAL CODE AND/OR INSPECTION AGENCY (AUTHORITY) HAVING JURISDICTION OVER THE WORK. NRTL: NATIONALLY RECOGNIZED TESTING LABORATORY, AS DEFINED AND LISTED BY OSHA IN 29 CFR 1910.7 (E.G., UL, ETL, CSA), AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. NATIONALLY RECOGNIZED TESTING LABORATORIES AND STANDARDS LISTED ARE USED ONLY TO REPRESENT THE CHARACTERISTICS REQUIRED AND ARE NOT INTENDED TO RESTRICT THE USE OF OTHER NRTLS THAT ARE ACCEPTABLE TO THE AHJ AND STANDARDS THAT MEET THE SPECIFIED CRITERIA. SUBSTITUTION: CHANGES IN PRODUCTS,_MATERIALS, EQUIPMENT, AND METHODS OF CONSTRUCTION FROM THOSE REQUIRED BY THE CONTRACT DOCUMENTS AND PROPOSED BY CONTRACTOR. SUBSTITUTIONS INCLUDE VALUE ENGINEERING PROPOSALS. A. SUBSTITUTIONS FOR CAUSE: CHANGES PROPOSED BY CONTRACTOR THAT ARE REQUIRED DUE TO CHANGED PROJECT CONDITIONS, SUCH AS UNAVAILABILITY OF PRODUCT, REGULATORY CHANGES, OR UNAVAILABILITY OF REQUIRED WARRANTY TERMS. B. SUBSTITUTIONS FOR CONVENIENCE: CHANGES PROPOSED BY CONTRACTOR OR OWNER THAT ARE NOT REQUIRED IN ORDER TO MEET OTHER PROJECT REQUIREMENTS BUT MAY OFFER ADVANTAGE To CONTRACTOR OR OWNER. THE TERMS "APPROVED EQUAL", "EQUIVALENT", OR "EQUAL" ARE USED SYNONYMOUSLY AND SHALL MEAN "ACCEPTED BY OR ACCEPTABLE TO THE ENGINEER AS EQUIVALENT TO THE ITEM OR MANUFACTURER SPECIFIED". THE TERM "APPROVED" SHALL MEAN LABELED, LISTED, OR BOTH, BY AN NRTL, AND ACCEPTABLE TO THE AHJ OVER THIS PROJECT. THE TERM LEAD FREE REFERS TO THE WETTED SURFACE OF PIPE, FITTINGS AND FIXTURES IN POTABLE WATER SYSTEMS THAT HAVE A WEIGHTED AVERAGE LEAD CONTENT OF LESS THAN OR EQUAL TO 0.25% PER SAFE DRINKING WATER ACT AS AMENDED JANUARY 4, 2011 SECTION 1417. C. PREBID SITE VISIT PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. FAILURE TO COMPLY WITH THIS REQUIREMENT SHALL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. D. MATERIAL AND WORKMANSHIP PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE FROM DEFECTS. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. MODEL NUMBERS LISTED IN SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT NECESSARILY INTENDED TO DESIGNATE THE REQUIRED TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL NUMBERS. PIPE, PIPE FITTINGS, PIPE SPECIALTIES AND VALVES SHALL BE MANUFACTURED IN PLANTS LOCATED IN THE UNITED STATES OR CERTIFIED TO MEET THE SPECIFIED ASTM AND ANSI STANDARDS. WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE A NEAT AND "WORKMANLIKE" APPEARANCE WHEN COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL COMPLY WITH APPLICABLE CODES AND LAWS. THE COMPLETE INSTALLATION SHALL FUNCTION AS DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY RATTLING EQUIPMENT, PIPING AND SQUEAKS IN ROTATING COMPONENTS SHALL NOT BE ACCEPTABLE. MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND RESIDENTIAL GRADE EQUIPMENT SHALL NOT BE ACCEPTED UNLESS OTHERWISE INDICATED. REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT AS A RESULT OF HIS WORK, INCLUDING CARTONS, CRATING, PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN INSTALLATION AT THE TERMINATION OF THE WORK. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REGULATIONS HAVING JURISDICTION. PROVIDE ALL SAFETY LIGHTS, GUARDS, AND WARNING SIGNS REQUIRED FOR THE PERFORMANCE OF THE WORK AND FOR THE SAFETY OF THE PUBLIC. E. MANUFACTURERS IN OTHER ARTICLES WHERE LISTS OF MANUFACTURERS ARE INTRODUCED, SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE MANUFACTURERS SPECIFIED. WHERE A LIST IS PROVIDED, MANUFACTURERS ARE LISTED ALPHABETICALLY AND NOT IN ACCORDANCE WITH ANY RANKING OR PREFERENCE. WHERE MANUFACTURERS ARE NOT LISTED, PROVIDE PRODUCTS SUBJECT TO COMPLIANCE WITH REQUIREMENTS FROM MANUFACTURERS THAT HAVE BEEN ACTIVELY INVOLVED IN MANUFACTURING THE SPECIFIED PRODUCT FOR NO LESS THAN 5 YEARS. F. COORDINATION COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS ARE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE OWNER. UNLESS OTHERWISE INDICATED, GENERAL CONTRACTOR SHALL PROVIDE CHASES AND OPENINGS IN BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL FURNISH THE GENERAL CONTRACTOR WITH INFORMATION WHERE CHASES AND OPENINGS WHEN REQUIRED. CONTRACTOR SHALL KEEP INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN THE CONSTRUCTION OF THE PROJECT AND SHALL EXECUTE HIS WORK IN SUCH A MANNER AS NOT TO INTERFERE WITH OR DELAY THE WORK OF OTHER TRADES. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALED DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND VERIFICATION. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INTENDED TO DESIGNATE THE REQUIRED TRIM. G. ORDINANCES AND CODES WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, STATE AND LOCAL CODES HAVING JURISDICTION. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES ADOPTED BY THE LOCAL AHJ, INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE FOLLOWING: 1. NATIONAL ELECTRICAL CODE 2. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 3. UNDERWRITERS LABORATORIES (UL) 4. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) 5. AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME) 6. AMERICAN SOCIETY OF HEATING, REFRIGERATION, AND AIR CONDITIONING ENGINEERS (ASHRAE) 7. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 8. AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) 9. OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THE REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. WHERE CONFLICTS BETWEEN VARIOUS CODES, ORDINANCES, RULES, AND REGULATIONS EXIST, COMPLY WITH THE MOST STRINGENT. PROMPTLY BRING ALL CONFLICTS OBSERVED BETWEEN CODES, ORDINANCES, RULES, REGULATIONS, REFERENCED STANDARDS, AND THESE DOCUMENTS TO THE ATTENTION OF THE ARCHITECT AND ENGINEER FOR FINAL RESOLUTION. CONTRACTOR WILL BE HELD RESPONSIBLE FOR ANY VIOLATION OF THE LAW. PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR, AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. H. PROTECTION OF EQUIPMENT AND MATERIAL STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIAL AFTER DELIVERY TO JOB SITE. FOR MATERIALS AND EQUIPMENT SUSCEPTIBLE TO CHANGING WEATHER CONDITIONS, DAMPNESS, OR TEMPERATURE VARIATIONS, STORE INSIDE IN CONDITIONED SPACES. FOR MATERIALS AND EQUIPMENT NOT SUSCEPTIBLE TO THESE CONDITIONS, COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REJECTED AND CONTRACTOR SHALL FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND AT HIS OWN EXPENSE. KEEP PREMISES BROOM CLEAN OF FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC. SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. PLUG OR CAP OPEN ENDS OF PIPING SYSTEMS WHILE STORED AND INSTALLED DURING CONSTRUCTION WHEN NOT IN USE TO PREVENT THE ENTRANCE OF DEBRIS INTO THE SYSTEMS. KEEP THE MANUFACTURER -PROVIDED PROTECTIVE COVERINGS ON FLOOR DRAINS, FLOOR SINKS AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. I. SUBSTITUTIONS MATERIALS, PRODUCTS, EQUIPMENT, AND SYSTEMS DESCRIBED IN THE BIDDING DOCUMENTS ESTABLISH A STANDARD OF REQUIRED FUNCTION, DIMENSION, APPEARANCE AND QUALITY TO BE MET BY THE PROPOSED SUBSTITUTION. THE BASE BID SHALL INCLUDE ONLY THE PRODUCTS FROM MANUFACTURERS SPECIFICALLY NAMED IN THE DRAWINGS AND SPECIFICATIONS. TO REQUEST A SUBSTITUTION, REQUEST THE SUBSTITUTION REQUEST FORM FROM THE ARCHITECT OR ENGINEER. COMPLETE AND SEND THE SUBSTITUTION REQUEST FORM FOR EACH MATERIAL, PRODUCT, EQUIPMENT, OR SYSTEM THAT IS PROPOSED TO BE SUBSTITUTED. THE BURDEN OF PROOF OF THE MERIT OF THE PROPOSED SUBSTITUTION IS UPON THE PROPOSER. UNLESS STATED OTHERWISE IN WRITING TO THE ENGINEER BY THE CONTRACTOR, CONTRACTOR WARRANTS TO THE ENGINEER, ARCHITECT, AND OWNER THE FOLLOWING: 1. PROPOSED SUBSTITUTION HAS BEEN FULLY INVESTIGATED AND DETERMINED TO MEET OR EXCEED THE SPECIFIED WORK IN ALL RESPECTS UNLESS STATED OTHERWISE IN THE SUBSTITUTION REQUEST. 2. PROPOSED SUBSTITUTION IS CONSISTENT WITH THE CONTRACT DOCUMENTS AND WILL PRODUCE INDICATED RESULTS, INCLUDING FUNCTIONAL CLEARANCES, MAINTENANCE SERVICE, AND SOURCING OF REPLACEMENT PARTS. 3. PROPOSED SUBSTITUTION HAS RECEIVED NECESSARY APPROVALS OF AUTHORITIES HAVING JURISDICTION. 4. SAME WARRANTY WILL BE FURNISHED FOR PROPOSED SUBSTITUTION AS FOR SPECIFIED WORK. 5. IF ACCEPTED SUBSTITUTION FAILS TO PERFORM AS REQUIRED, CONTRACTOR SHALL REPLACE SUBSTITUTE MATERIAL OR SYSTEM WITH THAT ORIGINALLY SPECIFIED AND BEAR COSTS INCURRED THEREBY. 6. COORDINATION, INSTALLATION AND CHANGES IN THE WORK AS NECESSARY FOR ACCEPTED SUBSTITUTION WILL BE COMPLETE IN ALL RESPECTS. NO SUBSTITUTIONS WILL BE CONSIDERED UNLESS THE SUBSTITUTION REQUEST FORM IS COMPLETED AND ATTACHED WITH THE APPROPRIATE SUBSTITUTION DOCUMENTATION. NO SUBSTITUTION WILL BE CONSIDERED PRIOR TO RECEIPT OF BIDS UNLESS WRITTEN REQUEST FOR APPROVAL TO BID HAS BEEN RECEIvED BY THE ENGINEER AT LEAST TEN (10) CALENDAR DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS. IF THE PROPOSED SUBSTITUTION IS APPROVED PRIOR TO RECEIPT OF BIDS, SUCH APPROVAL WILL BE STATED IN AN ADDENDUM. BIDDERS SHALL NOT RELY UPON APPROVALS MADE IN ANY OTHER WAY. VERBAL APPROVAL WILL NOT BE GIVEN. NO SUBSTITUTIONS WILL BE CONSIDERED AFTER THE CONTRACT IS AWARDED UNLESS SPECIFICALLY PROVIDED IN THE CONTRACT DOCUMENTS. J. SUBMITTALS ASSEMBLE AND SUBMIT FOR REVIEW SHOP DRAWINGS, MATERIAL LISTS, MANUFACTURER PRODUCT LITERATURE FOR EQUIPMENT TO BE FURNISHED, AND ITEMS REQUIRING COORDINATION BETWEEN CONTRACTORS UNDER THIS CONTRACT. PROVIDE SUBMITTALS IN SUFFICIENT DETAIL SO AS TO DEMONSTRATE COMPLIANCE WITH THESE CONTRACT DOCUMENTS AND THE DESIGN CONCEPT. PRIOR TO TRANSMITTING SUBMITTALS, VERIFY THAT THE EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, WILL FIT THE AVAILABLE SPACE, AND MAINTAIN MANUFACTURER RECOMMENDED SERVICE CLEARANCES. IF THE SIZE OF EQUIPMENT FURNISHED MAKES NECESSARY ANY CHANGE IN LOCATION OR CONFIGURATION, SUBMIT A SHOP DRAWING SHOWING THE PROPOSED LAYOUT. TRANSMIT SUBMITTALS AS EARLY AS REQUIRED TO SUPPORT THE PROJECT SCHEDULE. ALLOW FOR 3 DAYS ENGINEER REVIEW TIME, PLUS TO/FROM MAILING TIME VIA THE ARCHITECT, PLUS A DUPLICATION OF THIS TIME FOR RESUBMITTAL, IF REQUIRED. ONLY RESUBMIT THOSE SECTIONS REQUESTED FOR RESUBMITTAL. SUBMITTALS SHALL CONTAIN THE PROJECT NAME, APPLICABLE SPECIFICATION SECTION, SUBMITTAL DATE, EQUIPMENT IDENTIFICATION ACRONYM AS USED ON THE DRAWINGS, AND THE CONTRACTOR'S STAMP. THE STAMP SHALL CERTIFY THAT THE SUBMITTAL HAS BEEN CHECKED BY THE CONTRACTOR, COMPLIES WITH THE DRAWINGS AND SPECIFICATIONS, AND IS COORDINATED WITH OTHER TRADES. MANUFACTURER PRODUCT LITERATURE SHALL INCLUDE SHOP DRAWINGS, PRODUCT DATA, PERFORMANCE SHEETS, SAMPLES AND OTHER SUBMITTALS REQUIRED BY THIS DIVISION. HIGHLIGHT, MARK, LIST, OR INDICATE THE MATERIALS, PERFORMANCE CRITERIA, AND ACCESSORIES THAT ARE BEING PROPOSED. GENERAL PRODUCT CATALOG DATA NOT SPECIFICALLY NOTED TO BE PART OF THE SPECIFIED PRODUCT WILL BE REJECTED AND RETURNED WITHOUT REVIEW. SUBMITTALS AND SHOP DRAWINGS SHALL NOT CONTAIN THE FIRM NAME, LOGO, SEAL, OR SIGNATURE OF THE ENGINEER. THEY SHALL NOT BE COPIES OF THE WORK PRODUCT OF THE ENGINEER. IF THE CONTRACTOR DESIRES TO USE ELEMENTS OF SUCH PRODUCT, REFER TO PARAGRAPH "ELECTRONIC DRAWING FILES" FOR PROCEDURES TO BE USED. SEPARATE SUBMITTALS ACCORDING TO INDIVIDUAL SPECIFICATION SECTIONS. ILLEGIBLE SUBMITTALS WILL BE REJECTED AND RETURNED WITHOUT REVIEW. CATALOG DATA SHALL BE PROPERLY BOUND, IDENTIFIED, INDEXED AND TABBED IN A 3-RING BINDER. EACH ITEM OR MODEL NUMBER SHALL BE CLEARLY MARKED AND ACCESSORIES INDICATED. LABEL THE CATALOG DATA WITH THE EQUIPMENT IDENTIFICATION ACRONYM OR NUMBER AS USED ON THE DRAWINGS AND INCLUDE PERFORMANCE CURVES, CAPACITIES, SIZES, WEIGHTS, MATERIALS, FINISHES, WIRING DIAGRAMS, ELECTRICAL REQUIREMENTS AND DEVIATIONS FROM SPECIFIED EQUIPMENT OR MATERIALS. FOR EQUIPMENT WITH MOTOR STARTERS OR VFDS, INCLUDE SHORT CIRCUIT CURRENT RATINGS. MARK OUT INAPPLICABLE ITEMS. SHOP DRAWINGS WILL BE RETURNED WITHOUT REVIEW IF THE ABOVE MENTIONED REQUIREMENTS ARE NOT MET. PROVIDE THE QUANTITY OF SUBMITTALS REQUIRED BY DIVISION 01. IF NOT INDICATED AND HARD -COPY SETS ARE PROVIDED, SUBMIT A MINIMUM OF THREE (3) COPIES. REFER TO DIVISION 01 FOR ACCEPTANCE OF ELECTRONIC SUBMITTALS FOR THIS PROJECT. FOR ELECTRONIC SUBMITTALS, CONTRACTOR SHALL SUBMIT THE DOCUMENTS IN ACCORDANCE WITH THE PROCEDURES SPECIFIED IN DIVISION 01. CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER THAT THE SUBMITTALS HAVE BEEN POSTED. IF ELECTRONIC SUBMITTAL PROCEDURES ARE NOT DEFINED IN DIVISION 01, CONTRACTOR SHALL INCLUDE THE WEBSITE, USER NAME, AND PASSWORD INFORMATION NEEDED TO ACCESS THE SUBMITTALS. FOR SUBMITTALS SENT BY E-MAIL, CONTRACTOR SHALL COPY THE DESIGNATED REPRESENTATIVES OF THE ARCHITECT AND ENGINEER. CONTRACTOR SHALL ALLOW FOR THE ENGINEER REVIEW TIME AS SPECIFIED ABOVE IN THE CONSTRUCTION SCHEDULE. CONTRACTOR SHALL SUBMIT ONLY THE DOCUMENTS REQUIRED TO PURCHASE THE MATERIALS AND/OR EQUIPMENT IN THE ELECTRONIC SUBMITTAL. THE CHECKING AND SUBSEQUENT ACCEPTANCE OF SUBMITTALS BY THE ENGINEER AND/OR ARCHITECT SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS, ERRORS IN DIMENSIONS, DETAILS, SIZE OF MEMBERS, OR QUANTITIES, OMISSIONS OF COMPONENTS OR FITTINGS; COORDINATION OF ELECTRICAL REQUIREMENTS; AND NOT COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS AND ADJACENT WORK. PROCEED WITH THE PROCUREMENT AND INSTALLATION OF EQUIPMENT ONLY AFTER RECEIVING APPROVED SHOP DRAWINGS RELATIVE TO EACH ITEM. K. ELECTRONIC DRAWINGS IN PREPARATION OF SHOP DRAWINGS OR RECORD DRAWINGS, CONTRACTOR MAY, AT HIS OPTION, OBTAIN EMAILED ELECTRONIC DRAWING FILES IN AUTOCAD. CONTACT THE ARCHITECT FOR WRITTEN AUTHORIZATION AND ENGINEER FOR THE NECESSARY RELEASE AGREEMENT FORM AND TO SPECIFY SHIPPING METHOD AND DRAWING FORMAT. THE WRITTEN AUTHORIZATION FROM THE ARCHITECT AND RELEASE AGREEMENT FORM FROM THE ENGINEER MUST BE RECEIVED BEFORE ELECTRONIC DRAWING FILES WILL BE SENT. L. RECORD DRAWINGS (AS -BUILT DRAWINGS) DURING PROGRESS OF THE WORK IN THIS DIVISION, CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF ALL CHANGES MADE DURING THE INSTALLATION OF THE SYSTEM. UPON COMPLETION OF THE WORK, ACCURATELY TRANSFER ALL RECORD INFORMATION TO THREE IDENTICAL SETS OF THE APPROVED SHOP DRAWINGS. INSERT ONE SET INTO EACH COPY OF THE MANUAL DESCRIBED BELOW. SEE DIVISION 01 AND GENERAL CONDITIONS FOR ADDITIONAL INFORMATION. M. OPERATION AND MAINTENANCE INSTRUCTIONS DURING THE COURSE OF CONSTRUCTION, COLLECT AND COMPILE A COMPLETE BROCHURE OF EQUIPMENT FURNISHED AND INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG SHEETS, WIRING DIAGRAMS, PARTS LISTS, APPROVED SUBMITTALS AND SHOP DRAWINGS, WARRANTIES, AND DESCRIPTIVE LITERATURE AS FURNISHED BY THE EQUIPMENT MANUFACTURER. INCLUDE AN INSIDE COVER SHEET THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, ENGINEER, GENERAL CONTRACTOR, SUB -CONTRACTOR, AND AN INDEX OF CONTENTS. SUBMIT ONE COPY OF LITERATURE BOUND IN APPROVED BINDERS WITH INDEX AND TABS SEPARATING EQUIPMENT TYPES TO THE OWNER, AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, RUBBER BANDS, LOOSE-LEAF BINDING, AND MAILING ENVELOPES ARE NOT CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF SYSTEMS INSTALLED UNDER THIS CONTRACT SHALL BE WITHHELD UNTIL THIS EQUIPMENT BROCHURE IS RECEIVED AND DEEMED COMPLETE BY THE OWNER. INSTRUCT WORKMEN TO SAVE REQUIRED LITERATURE SHIPPED WITH THE EQUIPMENT ITSELF FOR INCLUSION IN THIS BROCHURE. INCLUDE RECORD DRAWINGS AS DESCRIBED ABOVE. REFER TO DIVISION 01 FOR ACCEPTANCE OF ELECTRONIC MANUALS FOR THIS PROJECT. FOR ELECTRONIC MANUALS, REFER TO PARAGRAPH "SUBMITTALS" FOR REQUIREMENTS. N. SPARE PARTS FURNISH TO OWNER, WITH RECEIPT, THE SPARE PARTS FOR FAUCET WASHERS AND 0-RINGS, FLUSHOMETER REPAIR KITS, AND WATER CLOSET TANK REPAIR KITS FOR THE FIXTURES FURNISHED FOR THIS PROJECT. O. TRAINING AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, AT A TIME MUTUALLY AGREED UPON BETWEEN THE OWNER AND CONTRACTOR, PROVIDE THE SERVICES OF A FACTORY TRAINED AND AUTHORIZED REPRESENTATIVE TO TRAIN OWNER'S DESIGNATED PERSONNEL, CURT PUNCOCHAR (CPUNCOCH@AMAZON.COM), ON THE OPERATION AND MAINTENANCE OF THE EQUIPMENT PROVIDED FOR THIS PROJECT. PROVIDE TRAINING TO INCLUDE, BUT NOT BE LIMITED TO, AN OVERVIEW OF THE SYSTEM AND/OR EQUIPMENT AS IT RELATES TO THE FACILITY AS A WHOLE; OPERATION AND MAINTENANCE PROCEDURES AND SCHEDULES RELATED TO STARTUP AND SHUTDOWN, TROUBLESHOOTING, SERVICING, PREVENTIVE MAINTENANCE AND APPROPRIATE OPERATOR INTERVENTION; AND REVIEW OF DATA INCLUDED IN THE OPERATION AND MAINTENANCE MANUALS. SUBMIT A CERTIFICATION LETTER TO THE ARCHITECT STATING THAT THE OWNER'S DESIGNATED REPRESENTATIVE HAS BEEN TRAINED AS SPECIFIED HEREIN. LETTER SHALL INCLUDE DATE, TIME, ATTENDEES AND SUBJECT OF TRAINING. THE CONTRACTOR AND THE OWNER'S REPRESENTATIVE SHALL SIGN THE CERTIFICATION LETTER INDICATING AGREEMENT THAT THE TRAINING HAS BEEN PROVIDED. SCHEDULE TRAINING WITH OWNER WITH AT LEAST 7 DAYS ADVANCE NOTICE. P. WARRANTIES WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, DESIGN, OR MATERIAL. THE INSTALLATION SHALL CARRY A WARRANTY FOR 30 DAYS AND EQUIPMENT FOR 12 MONTHS FROM OWNERS FIRST INBOUND SHIPMENT, UNLESS SPECIFIC ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE CONSTRUCTION DOCUMENTS OR MANUFACTURER'S STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 01. WARRANTIES SHALL INCLUDE LABOR AND MATERIAL, INCLUDING TRAVEL EXPENSES. MAKE REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL COSTS TO THE OWNER, AND TO THE SATISFACTION OF THE OWNER, ARCHITECT, AND ENGINEER. PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES EXTENDING BEYOND THE ONE YEAR PERIOD AND ANY ACTIONS THE OWNER MUST TAKE IN ORDER TO MAINTAIN WARRANTY STATUS. EACH WARRANTY INSTRUMENT SHALL BE ADDRESSED TO THE OWNER AND STATE THE COMMENCEMENT DATE AND TERM. 2. GENERAL MATERIALS AND INSTALLATION A. BUILDING OPERATION COORDINATE INTERRUPTION OF BUILDING OPERATION WITH THE OWNER AND/OR TENANT A MINIMUM OF (7) DAYS IN ADVANCE OF THE WORK. IF THERE IS A CHANGE FROM THE ORIGINAL PLAN, LANDLORD APPROVAL MAY BE NEEDED. THIS APPROVAL MAY TAKE UP TO (20) DAYS. B. EXISTING EQUIPMENT REUSE AND REMOVAL PROVIDE ITEMS OF PLUMBING SYSTEMS MODIFICATION REQUIRED BECAUSE OF BUILDING REMODELING, AS NOTED ON THE DRAWINGS, OR NECESSARY FOR PROPER OPERATION. MATCH EXISTING MATERIALS AND CONSTRUCTION TECHNIQUES WHEN MODIFYING EXISTING SYSTEMS. COORDINATE REQUIREMENTS WITH GENERAL CONTRACTOR AND ARCHITECT. SEAL EXISTING FLOOR DRAINS TO BE ABANDONED OR NOT IN USE AT COMPLETION OF WORK GAS -TIGHT WITH PLUG. CLEAN P-TRAP OF DEBRIS. PROVIDE BLANK GRATE. COVER DRAINS WITH FLOOR MATERIAL MATCHING ADJACENT AREA IN FINISHED PORTIONS OF THE BUILDING. NEW FLOOR DRAINS SHALL BE CONNECTED TO THE EXISTING SANITARY DRAINAGE SYSTEM AS SHOWN ON THE DRAWINGS OR AS REQUIRED. SAW -CUT EXISTING CONCRETE FLOOR AS REQUIRED TO INSTALL NEW UNDERFLOOR LINES, AND PATCH TO MATCH EXISTING SUB -FLOOR. REFER TO ARCHITECTURAL SPECIFICATIONS FOR FINISH FLOOR PATCHING REQUIREMENTS. EXISTING PLUMBING FIXTURES WHERE INDICATED ON THE DRAWINGS TO BE REUSED SHALL BE CLEANED, REPAIRED, PROVIDED WITH NEW WASHERS, ETC. AS REQUIRED TO PUT THEM INTO GOOD OPERATING CONDITION. PATCH HOLES WEATHER -TIGHT IN EXISTING ROOFS CAUSED BY REMOVAL OF PLUMBING ITEMS SUCH AS PIPING. MAKE CONNECTION OF NEW PIPE TO SIMILAR EXISTING WASTE, WATER AND GAS PIPE USING STANDARD FITTINGS AND JOINING PRACTICES. C. EXCAVATION AND BACKFILLING PERFORM EXCAVATION AND BACKFILL REQUIRED FOR INSTALLATION OF UNDERGROUND WORK UNDER THIS CONTRACT. TRENCHES SHALL BE OF SUFFICIENT WIDTH. CRIB OR BRACE TRENCHES TO PREVENT CAVE-IN OR SETTLEMENT. DO NOT EXCAVATE TRENCHES CLOSE TO COLUMNS AND WALLS OF NEW BUILDING WITHOUT PRIOR CONSULTATION WITH THE ARCHITECT. USE PUMPING EQUIPMENT IF REQUIRED TO KEEP TRENCHES FREE OF WATER. BACKFILL TRENCHES IN MAXIMUM 6 INCH LAYERS OF WELL -TAMPED DRY EARTH IN A MANNER TO PREVENT FUTURE SETTLEMENT. EXCAVATION AS SPECIFIED HEREIN SHALL BE CLASSIFIED AS COMMON EXCAVATION. COMMON EXCAVATION SHALL COMPRISE THE SATISFACTORY REMOVAL AND DISPOSITION OF MATERIAL OF WHATEVER SUBSTANCES AND OF EVERY DESCRIPTION ENCOUNTERED, INCLUDING ROCK, IF ANY, WITHIN THE LIMITS OF THE WORK AS SPECIFIED AND SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE PERFORMED TO THE LINES AND GRADES INDICATED ON THE DRAWINGS. DISPOSE OF EXCAVATED MATERIALS THAT ARE CONSIDERED UNSUITABLE FOR BACKFILL AND SURPLUS OF EXCAVATED MATERIAL WHICH IS NOT REQUIRED FOR BACKFILL TO THE SATISFACTION OF THE ARCHITECT. D. COINCIDENTAL DAMAGE REPAIR STREETS, SIDEWALKS, DRIVES, PAVING, WALLS, FINISHES, AND OTHER FACILITIES DAMAGED IN THE COURSE OF THE WORK. REPAIR MATERIALS SHALL MATCH EXISTING CONSTRUCTION. REPAIR WORK SHALL MEET ALL REQUIREMENTS OF THE OWNER, LOCAL AUTHORITIES HAVING JURISDICTION, AND MEET THE SATISFACTION OF THE ARCHITECT. E. CUTTING AND PATCHING CONFORM TO THE REQUIREMENTS IN DIVISION 01. CUT WALLS, FLOORS, CEILINGS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED TO INSTALL WORK UNDER THIS DIVISION. OBTAIN PERMISSION FROM THE ARCHITECT PRIOR TO CUTTING. DO NOT DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS POSSIBLE. PATCH WALLS, FLOORS, AND OTHER PORTIONS OF THE FACILITY AS REQUIRED BY WORK UNDER THIS DIVISION. PATCHING SHALL MATCH ORIGINAL MATERIAL AND CONSTRUCTION INCLUDING FIRE RATINGS, IF APPLICABLE. REPAIR AND REFINISH AREAS DISTURBED BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. F. ROUGH -IN COORDINATE WITHOUT DELAY ALL ROUGHING -IN WITH OTHER DIVISIONS. CONCEAL PIPING, CONDUIT, AND ROUGH -IN EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. G. SUPPORT SYSTEMS STRUCTURAL STEEL USED FOR PIPE SUPPORTS, EQUIPMENT SUPPORTS, ETC., SHALL BE NEW AND CLEAN, AND SHALL CONFORM TO ASTM DESIGNATION A-36. SUPPORT PLUMBING EQUIPMENT AND PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT PLUMBING EQUIPMENT AND PIPING FROM CEILINGS, OTHER MECHANICAL OR ELECTRICAL COMPONENTS, AND OTHER NON-STRUCTURAL ELEMENTS. H. ACCESS DOORS PROVIDE HINGED, GASKETED AND LATCHED ACCESS DOORS FOR EACH FIRE AND SMOKE DAMPER, DUCT MOUNTED SMOKE DETECTOR, VALVE OR BALANCING DAMPER OR OTHER CONCEALED EQUIPMENT OR DUCT AND PIPING ACCESSORIES THAT REQUIRE SERVICE WHERE INDICATED OR AS REQUIRED, EXCEPT WHERE ABOVE LAY -IN CEILINGS. ACCESS DOORS SHALL BE ADEQUATELY SIZED FOR THE DEVICES SERVED WITH A MINIMUM SIZE OF 18 INCHES X 18 INCHES. ACCESS DOORS MUST BE OF THE PROPER CONSTRUCTION FOR TYPE OF CONSTRUCTION IN WHICH IT IS INSTALLED. OBTAIN ARCHITECTS APPROVAL OF TYPE, SIZE, LOCATION AND COLOR BEFORE ORDERING. PROVIDE FACTORY -FABRICATED AND ASSEMBLED UNITS, COMPLETE WITH ATTACHMENT DEVICES AND FASTENERS READY FOR INSTALLATION, CONCEALED HINGES, FLUSH SCREWDRIVER -OPERATED CAM LOCK, AND ANCHOR STRAPS. APPROVED ACCESS DOOR MANUFACTURERS: • MILCOR • TITUS • ZURN • APPROVED EQUAL J. PENETRATIONS PROVIDE SLEEVES FOR PIPES PASSING THROUGH ABOVE GRADE CONCRETE OR MASONRY WALLS, CONCRETE FLOOR OR ROOF SLABS. SLEEVES ARE NOT REQUIRED FOR CORE DRILLED HOLES IN EXISTING MASONRY WALLS, CONCRETE FLOORS OR ROOFS. PROVIDE SLEEVES AS FOLLOWS: SCHEDULE 40 BLACK STEEL FOR PIPES. SLEEVES SHALL BE SIZED TO PROVIDE A MINIMUM OF 1/4 INCH CLEARANCE BETWEEN THE SLEEVE AND PIPE. FOR INSULATED PIPE, THE CLEARANCE REQUIREMENT SHALL BE BETWEEN THE INSULATION AND THE SLEEVE. INSULATION SHALL NOT BE COMPRESSED. SEAL ELEVATED FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATERTIGHT AND WEATHERTIGHT WITH NON -SHRINK, NON -HARDENING COMMERCIAL SEALANT. PACK WITH MINERAL WOOL AND SEAL BOTH ENDS WITH MINIMUM OF 1/2 INCH DEEP BED OF SEALANT. PIPE PENETRATIONS THROUGH EXTERIOR WALLS SHALL BE SEALED WEATHER -TIGHT WITH EXPANDABLE LINK. PIPES PENETRATING THE ROOF SHALL BE FLASHED WEATHERTIGHT. APPROVED EXPANDABLE LINK SEAL MANUFACTURERS: • THUNDERLINE • LINKSEAL • APPROVED EQUAL ALL PIPE PENETRATIONS OF FIRE, SMOKE OR FIRE AND SMOKE RATED ASSEMBLIES SHALL BE FIRE -STOPPED AS REQUIRED TO MAINTAIN THE INTEGRITY OF THE UL RATED ASSEMBLY. EXTEND PIPE INSULATION FOR INSULATED PIPE THROUGH FLOOR, WALL AND ROOF PENETRATIONS, INCLUDING FIRE RATED WALLS AND FLOORS. THE VAPOR BARRIER SHALL BE MAINTAINED. SIZE SLEEVE FOR A MINIMUM OF 1 INCH ANNULAR CLEAR SPACE BETWEEN INSIDE OF SLEEVE AND OUTSIDE OF INSULATION. PROVIDE BOX FRAMES FOR RECTANGULAR OPENINGS OF WELDED 12 GAUGE GALVANIZED STEEL ATTACHED TO FORMS AND OF A MAXIMUM DIMENSION ESTABLISHED BY THE ARCHITECT. NOTIFY THE GENERAL CONTRACTOR OR ARCHITECT BEFORE INSTALLING ANY BOX OPENINGS NOT SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS. SEAL ELEVATED CONCRETE SLAB WITH WATER PROOF MEMBRANE PENETRATIONS WITH "WALL PIPES" AND WATER PROOF SEALANT. SECURE WATERPROOF MEMBRANE FLASHING BETWEEN "WALL PIPE" CLAMPING FLANGE AND CLAMPING RING. PROVIDE CAST IRON "WALL PIPES" WITH INTEGRAL WATERSTOP RING MANUFACTURED BY JAY R. SMITH, JOSAM, WADE, WATTS OR ZURN. APPROVED WALL PIPES WITH INTEGRAL WATERSTOP RING MANUFACTURERS: • JAY R. SMITH • JOSAM • WATTS • APPROVED EQUAL PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. PROVIDE SCHEDULE 40 BLACK STEEL PIPE SLEEVES FOR VERTICAL PRESSURE PIPE PASSING THROUGH CONCRETE SLAB ON GRADE. SLEEVES SHALL BE ONE NOMINAL PIPE SIZE LARGER THAN THE PIPE SERVED AND TWO PIPE SIZES LARGER THAN PIPE SERVED FOR DUCTILE IRON PIPES WITH RESTRAINING RODS. SEAL WATER -TIGHT WITH SILICONE CAULK. PROVIDE 1/2 INCH THICK CELLULAR FOAM INSULATION AROUND PERIMETER OF NON -PRESSURE PIPE PASSING THRU CONCRETE SLAB ON GRADE. INSULATION SHALL EXTEND TO 2 INCHES ABOVE AND BELOW THE CONCRETE SLAB. K. FIRESTOPPING SEALANTS AND ACCESSORIES SHALL HAVE FIRE -RESISTANCE RATINGS INDICATED, AS ESTABLISHED BY TESTING IDENTICAL ASSEMBLIES IN ACCORDANCE WITH UL 2079 OR ASTM E 814, OR OTHER NRTL ACCEPTABLE TO AHJ. APPROVED ROOF CURB MANUFACTURERS: • HILTI • METACAULK • RECTORSEAL • 3M CORP • APPROVED EQUAL THROUGH AND MEMBRANE PENETRATION FIRESTOPPING SYSTEMS PRODUCT SCHEDULE: PROVIDE UL LISTING, LOCATION, WALL OR FLOOR RATING, AND INSTALLATION DRAWING FOR EACH PENETRATION FIRE STOP SYSTEM. WHERE PROJECT CONDITIONS REQUIRE MODIFICATION TO QUALIFIED TESTING AND INSPECTING AGENCY'S ILLUSTRATIONS FOR A PARTICULAR FIRESTOPPING CONDITION, SUBMIT ILLUSTRATION, WITH MODIFICATIONS MARKED, APPROVED BY PENETRATION FIRESTOPPING MANUFACTURER'S FIRE -PROTECTION ENGINEER AS AN ENGINEERING JUDGMENT OR EQUIVALENT FIRE -RESISTANCE -RATED ASSEMBLY. INCLUDE QUALIFICATIONS DATA FOR TESTING AGENCY. L. ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE PROVIDED BY DIVISION 26. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR PLUMBING SYSTEMS SHALL ALSO BE PROVIDED BY DIVISION 26. LOW VOLTAGE CONTROL WIRING SHALL BE PROVIDED BY DIVISION 23. FURNISH WIRING DIAGRAMS TO DIVISION 26 AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH DIVISION 26 THE ACTUAL WIRE SIZING AMPS FOR PLUMBING EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. M. EQUIPMENT FURNISHED BY OTHERS PROVIDE NECESSARY EQUIPMENT AND ACCESSORIES THAT ARE NOT PROVIDED BY THE EQUIPMENT SUPPLIER OR OWNER TO COMPLETE INSTALLATION OF EQUIPMENT FURNISHED BY OTHERS IN LOCATIONS AS INDICATED ON THE DRAWINGS, SPECIFIED HEREIN, OR BOTH. FURNISH AND INSTALL ROUGHED -IN WASTES, VENTS AND WATER SERVICES. PROVIDE FINAL CONNECTION TO KITCHEN EQUIPMENT, FURNISHED BY OTHERS, IN LOCATIONS AS INDICATED ON THE DRAWINGS. PROVIDE ACCESSORY ITEMS THAT ARE REQUIRED BUT NOT FURNISHED WITH THE EQUIPMENT INCLUDING TRAPS, STOP VALVES, PRVS, INDIRECT DRAIN FROM EQUIPMENT TO FLOOR DRAINS, AND ACCESSORY ITEMS INDICATED OR REQUIRED FOR THE PROPER OPERATION OF THE COMPLETE SYSTEM AT THE TERMINATION OF THE WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT ROUGH -IN DIMENSIONS AND SHALL VERIFY SAME WITH ARCHITECT AND/OR EQUIPMENT SUPPLIER PRIOR TO SERVICE INSTALLATIONS. N. SYSTEM TESTING AND ADJUSTING UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST EACH SYSTEM INSTALLED UNDER THIS CONTRACT. ASSUME ALL COSTS INVOLVED IN MAKING THE TESTS AND REPAIRING AND/OR REPLACING ANY DAMAGES RESULTING THEREFROM. NOTIFY THE ARCHITECT AND THE AHJ, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. UPON COMPLETION OF THE SYSTEMS INSTALLATION, AND PRIOR TO ACCEPTANCE BY THE ARCHITECT AND ENGINEER, MAKE GENERAL OPERATING TESTS TO DEMONSTRATE THAT EQUIPMENT AND SYSTEMS ARE IN PROPER WORKING ORDER, AND ARE FUNCTIONING IN CONFORMANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. AS A PART OF THESE TESTS, OPEN EVERY WATER OUTLET TO ENSURE COMPLETE SYSTEM FLUSHING, REMOVE AND CLEAN FAUCET AERATORS, CLEAN STRAINERS, LIGHT PILOT LIGHTS, AND OPERATE EVERY PIECE OF EQUIPMENT FURNISHED UNDER THIS CONTRACT TO DEMONSTRATE PROPER FUNCTIONING. TEST THE DRAINAGE AND VENT SYSTEM BY PLUGGING OPENINGS WITH TEST PLUGS, EXCEPT THOSE AT THE TOP OF THE STACKS. FILL THE SYSTEM WITH WATER; TEST RESULTS WILL BE SATISFACTORY IF THE WATER LEVEL REMAINS STATIONARY FOR NOT LESS THAN ONE (1) HOUR. SUBJECT THE DRAINAGE AND VENT SYSTEM TO A PRESSURE OF AT LEAST TEN (10) FEET OF WATER. IF LEAKS DEVELOP, REPAIR THEM AND REPEAT THE TEST. TEST THE DOMESTIC WATER SYSTEM BY FILLING IT WITH WATER AND THEN ISOLATING THE SYSTEM FROM ITS SOURCE. KEEP THE SYSTEM CLOSED FOR A PERIOD OF TWENTY-FOUR HOURS WITH NO FIXTURE BEING USED. THE PRESSURE DIFFERENTIAL FOR THIS TEST PERIOD SHALL NOT EXCEED 10 PSIG. TEST WATER PIPING TO A 125 PSI HYDROSTATIC PRESSURE. FOR LOW PRESSURE NATURAL GAS SYSTEMS, SUBJECT THE PIPE TO 10 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR. THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 PSIG. TEST PER GAS COMPANY REQUIREMENTS WHERE REQUIRED. FOR WELDED NATURAL GAS SYSTEMS AND SYSTEMS WITH AN OPERATING PRESSURE IN EXCESS OF 14" WATER COLUMN, SUBJECT THE PIPE TO 60 PSIG AIR PRESSURE FOR A PERIOD OF ONE HOUR. THE RESULTANT PRESSURE DIFFERENTIAL FOR THIS PERIOD SHALL BE 0 PSIG. TEST PER GAS COMPANY REQUIREMENTS WHERE REQUIRED. O. SEISMIC CONTROLS FOR MEPF SYSTEMS SEISMIC PROTECTION CRITERIA: RISK/OCCUPANCY CATEGORY: [I, II OR III][IV] SITE SOIL CATEGORY: CONTRACTOR'S SEISMIC ENGINEER TO DETERMINE. SEISMIC DESIGN CATEGORY: CONTRACTORS SEISMIC ENGINEER TO DETERMINE. COMPONENT IMPORTANCE FACTOR: DETERMINED FROM ASCE 7-2010. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE REQUIREMENTS FOR SEISMIC BRACING OF MECHANICAL, ELECTRICAL, REFRIGERATION AND PLUMBING SYSTEMS. SEISMIC PROTECTION CRITERIA USED TO DETERMINE SEISMIC BRACING REQUIREMENTS OF ALL MECHANICAL, ELECTRICAL, REFRIGERATION AND PLUMBING SYSTEMS SHALL BE DETERMINED BY THE APPLICABLE CODE ADOPTED IN THE PROJECT JURISDICTION. WHERE NOT ALREADY DETERMINED WITHIN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTING A LICENSED PROFESSIONAL ENGINEER TO ESTABLISH BUILDING SITE CLASS, SEISMIC DESIGN CATEGORY, SEISMIC ZONE, OR ANY OTHER CRITERIA NECESSARY TO DETERMINE THE REQUIREMENTS FOR SEISMIC BRACING ON MECHANICAL, ELECTRICAL, REFRIGERATION AND/OR PLUMBING SYSTEMS. THE CONTRACTOR SHALL DETERMINE THE TYPE AND LOCATION OF SEISMIC BRACING REQUIRED FOR THE MECHANICAL, ELECTRICAL, REFRIGERATION AND PLUMBING ELEMENTS SHOWN ON THE DRAWINGS BASED ON THE ESTABLISHED SEISMIC CRITERIA, THE SIZE AND WEIGHT OF THE SUPPORTED ELEMENT, AND THE DISTANCE FROM STRUCTURE OF THE SUPPORTED ELEMENT. THE CONTRACTOR SHALL SUBMIT THE FOLLOWING SHOP DRAWING INFORMATION TO THE AHJ AND THE ENGINEER FOR REVIEW AND APPROVAL: A SEISMIC ANALYSIS LISTING ALL APPLICABLE SEISMIC DESIGN CRITERIA. B DESCRIPTIVE CATALOG DATA OF SEISMIC BRACING MATERIALS. C SHOP DRAWINGS SHOWING BRACING TYPE AND LOCATION. D INSTALLATION DETAILS OF ALL BRACING USED. E CALCULATIONS SHOWING THAT THE SEISMIC RESTRAINTS MEET THE SEISMIC REQUIREMENTS. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER, LICENSED IN THE STATE OF THE PROJECT AND EMPLOYED BY THE MANUFACTURER OF THE SEISMIC BRACING PRODUCTS. CALCULATIONS SHALL INCLUDE DEAD LOADS, STATIC SEISMIC LOADS, AND CAPACITY OF MATERIALS UTILIZED FOR CONNECTIONS. SEISMIC BRACING, RESTRAINTS, ISOLATORS, AND ISOLATION MATERIALS SHALL BE OF THE SAME MANUFACTURER AND SHALL BE CERTIFIED BY THE MANUFACTURER. APPROVED MANUFACTURERS ARE: AMBER/BOOTH COMPANY, INC., B-LINE/TOLCO, ISAT, KINETICS NOISE CONTROL, INC., LOOS & COMPANY, INC., MASON INDUSTRIES, INC., UNI-STRUT, OR VIBRO-ACOUSTICS. EACH DEVICE SHALL HAVE A PRE -APPROVAL NUMBER FROM CALIFORNIA OSHPD OR OTHER RECOGNIZED GOVERNMENT AGENCY SHOWING MAXIMUM RESTRAINT RATINGS. SEISMIC BRACING MEASURES TO BE APPLIED TO MECHANICAL, ELECTRICAL, REFRIGERATION AND PLUMBING EQUIPMENT/SYSTEMS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND/OR FEDERAL CODES AS WELL AS MANUFACTURER'S REQUIREMENTS. THE MOST STRINGENT CRITERIA SHALL APPLY. ALL ANCHOR CONNECTIONS TO STRUCTURE FOR SUPPORT OF MECHANICAL AND ELECTRICAL EQUIPMENT, REGARDLESS OF THE NEED FOR SEISMIC RESTRAINTS, SHALL BE SHOWN ON SHOP DRAWINGS. 3. PLUMBING PIPING A. PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. DOMESTIC WATER (COLD, HOT AND HOT WATER RECIRCULATION): DOMESTIC WATER PIPING INSTALLED ABOVE THE FLOOR SLAB INSIDE THE BUILDING SHALL BE TYPE "L" HARD TEMPER COPPER TUBE WITH WROUGHT COPPER FITTINGS AND SOLDERED CONNECTIONS MADE UP WITH 95/5 SOLDER. BRAZED MECHANICALLY FORMED TEE CONNECTIONS (T-DRILL) MAY BE USED IN COPPER LINES WHERE APPROVED BY CODE; CONNECTION SHALL BE BRAZED JOINTS MADE WITH AWS A5.8, BAG SILVER FILLER METAL. UNDERGROUND DOMESTIC WATER PIPING 2 INCH AND SMALLER SHALL BE TYPE "K" SOFT TEMPER COPPER TUBING WITH FLARED COPPER ALLOY FITTINGS AND CONNECTIONS, OR TYPE "K" HARD TEMPER COPPER TUBING WITH CONVENTIONAL WROUGHT COPPER FITTINGS AND BRAZED JOINTS MADE WITH AWS A5.8, BAG SILVER FILLER META. INSTALL AS FEW UNDERGROUND COPPER PIPING JOINTS AS POSSIBLE. AT BUILDING SERVICE ENTRANCE, NO JOINTS SHALL BE INSTALLED UNDER OR WITHIN 5 FEET OF THE BUILDING. INSTALL DOMESTIC WATER PIPING BELOW GRADE OUTSIDE BUILDING AT ADEQUATE DEPTH TO PREVENT FREEZING. INTERIOR WASTE AND VENT BELOW SLAB: WASTE AND VENT PIPE BELOW SLAB INSIDE BUILDING SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE WITH HUB AND SPIGOT FITTINGS WITH NEOPRENE GASKET JOINTS, MEETING ASTM A74, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. HUBLESS WASTE AND VENT PIPE IS NOT PERMITTED BELOW BASE SLAB. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454-B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE. INTERIOR WASTE AND VENT ABOVE SLAB: WASTE AND VENT PIPE ABOVE SLAB INSIDE BUILDING SHALL BE HUBLESS CAST IRON SOIL PIPE AND FITTINGS, MEETING ASTM A888 AND CISPI 301, MANUFACTURED BY AB & I FOUNDRY, CHARLOTTE OR TYLER PIPE AND BEARING THE TRADEMARK OF THE CISPI AND NSF. PVC SCHEDULE 40 DWV ASTM D2665 PIPE WITH PVC MEETING ASTM B1784, "SOLID WALL" CELL CLASS 12454-B WITH ASTM 2665 SOCKET FITTINGS WITH SOLVENT WELD JOINTS IS ALSO PERMITTED WHERE APPROVED BY CODE, EXCEPT WHERE OTHERWISE NOTED ON DRAWINGS. (NOTE: PVC PIPING IS NOT ALLOWED IN CEILING RETURN AIR PLENUMS) CONNECTIONS TO PLUMBING FIXTURES AND EQUIPMENT: 1-1/4 INCH AND LARGER WASTE CONNECTIONS FROM FIXTURE TRAPS TO CAST IRON PIPE SHALL BE "DWV" COPPER WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS WITH COPPER SWEAT OR COMPRESSION JOINTS AT FIXTURE TRAP CONNECTIONS AND THREADED JOINTS AT CONNECTIONS TO CAST IRON PIPE. INDIRECT AND CONDENSATE DRAIN INSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED INSIDE THE BUILDING SHALL BE TYPE "M" HARD COPPER WITH WROUGHT COPPER FITTINGS FOR 1" AND SMALLER AND "DWV" COPPER WITH WROUGHT COPPER DRAINAGE PATTERN FITTINGS FOR 1-1/4" AND LARGER HARD TEMPER COPPER TUBE AND SOLDERED CONNECTIONS MADE WITH 95/5 SOLDER. INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. INDIRECT AND CONDENSATE DRAIN OUTSIDE BUILDING: INDIRECT AND CONDENSATE DRAIN PIPE INSTALLED OUTSIDE THE BUILDING ABOVE GROUND SHALL BE ASTM A53 SCHEDULE 40 GALVANIZED STEEL PIPE WITH GALVANIZED MALLEABLE IRON FITTINGS. TERMINATE AT NEAREST ROOF DRAIN, GUTTER OR OTHER LOCATION AS SHOWN DRAWINGS. INSTALL CLEANOUTS AT ELBOWS GREATER THAN 45 DEGREES. a,. REVIEWED FOR CODE COMPLIANCE • APPROVED AUG 12 2019 City of Tukwila BUILDING DIVISION nEceivEn CITY OF TUKWILA JUL 29 204 PERMIT CurrE CONSULTANT CONSULTANT LOGO HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913.742.5000 FAX913.742.5001 WWW.HENDERSON ENGINEERS.COM 1950002714 WA. CORPORATE NUMBER: 1754 06/30/20 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. DATE DESCRIPTION PROJECT NAME UWA5 SEATTLE PROJECT ADDRESS • • • • • • • • .............. 18323 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUED FOR PERMIT PROJECT MANAGER: JAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL Jun 20 2019 PROJECT NAME: UWA5 (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: PLUMBING SPECIFICATIONS PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI BLDG FLOOR: 1 DRAWN DATE: 06/14/19 BUILDING TYPE: UWA5 APPROVED BY: SCALE: APPROVED DATE: AMAZON DISCLAIMER SEAN O. EISLER THIS ORAWING, INCLUDING WITHOUT LIMITATION ALL INTELLECTUAL PROPERT CONTAINED OR REFLECTED, EMBODIES CONFIDENTIAL INFORMATION OF AMAZON FULFILLMENT SERVICES, INC. AND ITS THAAFFILIATES (L) IT WILL NOT BE REPRODUCED OR UIS PROVIDED WITH THE SED FOR AxY�A"DI"G THAT IT SNAPuRPOSE IL BE RETURNTHAT ED ED IIWEDIIAICH IT ITPYY ON DEMAND. AND (EXPRESSLY 3) IT IS OTHERWISE SUBJECT TO ALL THE TERMS OF ANY NONDISCLOSURE AGREEMENT BETWEEN AMAZON AND RECIPIENT. SHEET: PO02 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 SEAN O. EISLER B. PIPING AND EQUIPMENT INSULATION PROVIDE DOMESTIC COLD WATER, HOT WATER, HOT WATER RECIRCULATION, INDIRECT AND CONDENSATE DRAIN PIPE (WITHIN BUILDING) WITH ONE-PIECE FIBERGLASS INSULATION WITH ALL -SERVICE JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR. PROVIDE INSULATION THICKNESS AS FOLLOWS: 1" THICK FOR COLD PIPING 1" THICK FOR CONDENSATE AND AUXILIARY CONDENSATE PIPING UP TO 140F HOT WATER AND HOT WATER RETURN PIPING: 1" THICK FOR 3/4" AND SMALLER AND 1-1/2" THICK FOR 1" AND LARGER PROVIDE 1 INCH FIBERGLASS INSULATION ON VENT PIPING WITHIN SIX FEET OF VENT THROUGH THE ROOF. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. PROVIDE FIBERGLASS INSULATION ON DOMESTIC COLD AND HOT WATER PIPES INSTALLED IN WALLS AND CHASES. APPROVED FIBERGLASS INSULATION MANUFACTURERS: • CERTAINTEED • OWENS-CORNING • ARMSTRONG INSULATE WATER HEATERS, STORAGE TANKS, HOT WATER PUMPS, ETC. THAT ARE NOT FACTORY INSULATED. FOR HOT PIPING, PROVIDE PIPE HANGERS AND RISER CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF PIPING. BUTT INSULATION TO HANGER OR RISER CLAMP FOR VERTICAL PIPE. SEAL EXPOSED INSULATION WITH INSULATION SEALER. EXCEPTION FOR VERTICAL PIPING: PROVIDE CLAMPS SIZED FOR THE OUTSIDE DIAMETER OF THE VERTICAL PIPE AND EXTEND CLAMP THROUGH INSULATION. SEAL PENETRATIONS OF INSULATION AND VAPOR BARRIER WITH WET COAT OF VAPOR BARRIER LAP CEMENT. FOR 2-1/2" AND LARGER COLD PIPING AT HANGERS, PROVIDE 8 INCH LONG SECTIONS OF HIGH DENSITY, HIGH TEMPERATURE CALCIUM SILICATE BY JOHNS-MANVILLE, FIBERGLASS BY KNAUF OR FLEXIBLE UNICELLULAR PIPING INSULATION MEETING ASTM C 534-01A, TYPE I WITH INTEGRAL HIGH DENSITY PIPE SUPPORTS AND ENCASED IN STEEL INSULATION SHIELD BY COOPER B-LINE, ARMACELL, OR APPROVED EQUAL. INSULATION SHALL BE CONTINUOUS ALONG THE PIPE SURFACE, EXCEPT AT VALVES, UNIONS, AND WHERE PIPING IS EXPOSED AT FIXTURES. FOR PIPES 2 INCH AND SMALLER USING FIBERGLASS OR FLEXIBLE ELASTOMERIC INSULATION WITHOUT PRE -INSULATED SUPPORTS, PROVIDE INSULATION PROTECTION SHIELDS INSTALLED BETWEEN HANGER AND PIPE WHICH MEETS THE FOLLOWING MINIMUM LENGTH REQUIREMENTS: PIPE SIZE (NPS) LESS THAN 1" INSULATION THICKNESS (INCHES) 5 1 3 1.5 3 1 1-1/4" TO 1.5 2" AND LESS 2 MINIMUM SHIELD LENGTH, (IN) HANGER SPACING, (FT) 6 7 8 9 10 5 5 5 5 5 6 5 6 5 5 8 9 8 8 6 6 11 11 9 9 8 8 COVER FITTINGS WITH ONE-PIECE PVC PREMOLDED INSULATING COVERS. FITTING COVERS, JACKETS AND ADHESIVES SHALL NOT EXCEED FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPMENT RATING OF 50 PER ASTM E84. FILL VOIDS BETWEEN COVERS AND PIPING WITH FIBERGLASS INSULATION AND TAPE JOINTS AT ALL ELBOWS AND TEES. INSTALL PIPE INSULATION IN COMPLIANCE WITH MANUFACTURER'S RECOMMENDATIONS. WHERE PREMOLDED INSULATING FITTINGS ARE NOT APPROVED BY THE LOCAL AHJ, MITER INSULATION AT FITTINGS. APPROVED INSULATION COVER MANUFACTURERS: • ZESTON • KNAUF • APPROVED EQUAL C. PIPING JOINTS COPPER TUBING: JOINTS IN HARD TEMPER TUBING SHALL BE SOLDERED JOINTS USING LEAD-FREE 95/5 SOLDER EXCEPT WHERE TUBING IS INSTALLED BELOW GRADE OR BELOW THE BASE SLAB, IN WHICH CASE JOINTS SHALL BE SOLDERED WITH SILVER SOLDER (SIL-FOS). JOINTS IN SOFT TEMPER COPPER TUBING SHALL BE OF THE FLARED TYPE INSTALLED IN COMPLIANCE WITH THE FITTING MANUFACTURER'S RECOMMENDATIONS. CAST IRON PIPE BELOW GRADE: JOINTS IN BELL AND SPIGOT CAST IRON WASTE AND VENT PIPE SHALL BE NEOPRENE COMPRESSION GASKETS. APPROVED NEOPRENE COMPRESSION GASKET MANUFACTURERS: • TYSEAL • APPROVED EQUAL CAST IRON PIPE ABOVE GRADE: JOINTS IN HUBLESS PIPE SHALL BE STANDARD CISPI 310 NSF CERTIFIED BY ANACO, IDEAL, MISSON OR TYLER. JOINTS IN STORM PIPING, INCLUDING CONNECTIONS TO ROOF DRAINS, SHALL BE HEAVY DUTY COUPLINGS MEETING ASTM C1540 AND FM 1680. APPROVED HUBLESS COUPLING MANUFACTURERS: • ANACO • IDEAL • MISSION • TYLER PVC PIPE (INCLUDING VACUUM PIPING): CLEAN JOINTS FREE FROM DEBRIS AND MOISTURE. APPLY PVC PRIMER MEETING ASTM F656 TO EACH JOINT. APPLY SOLVENT CEMENT MEETING ASTM D2564 AND MAKE JOINT WHILE WET AND IN ACCORDANCE WITH ASTM D2855. DISSIMILAR PIPES ABOVE GRADE: MAKE CONNECTION OF NEW WASTE PIPE TO NEW OR EXISTING DISSIMILAR WASTE PIPE USING SHIELDED TRANSITION COUPLINGS MEETING ASTM C1460 WITH NEOPRENE ADAPTER GASKET WITH STAINLESS STEEL SHIELD AND HOSE CLAMPS. APPROVED SHIELDED TRANSITION COUPLING MANUFACTURERS: • FERNCO • PROFLEX 3000 SERIES • MISSION FLEXSEAL MR56 SERIES D. PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME -PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC -PLATED STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL -TO -COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS SPECIFIED IN "HANGER SPACING". PROVIDE SUPPORT WITHIN 1 FOOT OF EACH ELBOW AND TEE. PROVIDE SUPPORTS WITHIN 1 FOOT OF EACH EQUIPMENT CONNECTION. PROVIDE TWO NUTS ON THREADED SUPPORTS TO SECURELY FASTEN THE SUPPORT. INSTALL HANGER TYPES OR SUPPORTS FOR VARIOUS PIPING AS FOLLOWS: APPROVED PIPE HANGER MANUFACTURERS: • B-LINE • OR EQUAL BY: o ANVIL o ELITE COMPONENT o MICHIGAN o TRUSCON o UNISTRUT COPPER TUBE: ADJUSTABLE BAND HANGERS FOR BARE COPPER TUBE 3 INCHES AND SMALLER SHALL BE B-LINE #B3170 CT COPPER PLATED ADJUSTABLE BAND SWIVEL RING TYPE. ADJUSTABLE BAND HANGERS FOR INSULATED COPPER TUBE 3 INCHES AND SMALLER SHALL BE B-LINE #B3170 NF ADJUSTABLE BAND SWIVEL RING TYPE. CLEVIS HANGERS FOR INSULATED COPPER TUBE 4 INCHES AND LARGER SHALL BE B-LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. SUPPORT EXPOSED COPPER TUBE 2 INCHES AND SMALLER TO WALLS OR IN CHASES WITH B-LINE #B3198RCT COPPER COATED EXTENSION SPLIT RING PIPE CLAMPS, 3/8 INCH THREADED ROD AND B-LINE #B3199CT CEILING FLANGES. SUPPORT COPPER TUBE IN CHASES AND WALLS AT PLUMBING FIXTURES WITH PLASTIC OR COPPER BRACKETS SECURED TO STRUCTURE AND U-BOLTS SIZED TO BARE ON THE PIPE. RISER CLAMPS TO SUPPORT VERTICAL COPPER TUBE SHALL BE B-LINE #B3373CT COPPER COATED STEEL, CUT INSULATION, SEAL VAPOR BARRIER, AND ATTACH TO BARE TUBE. CAST IRON PIPE: ADJUSTABLE BAND HANGERS FOR 2 INCH AND SMALLER. CLEVIS HANGERS FOR 3 INCH AND LARGER SHALL BE B-LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B-LINE #B3373 GALVANIZED STEEL. PVC PIPE: ADJUSTABLE BAND HANGERS FORS INCH AND SMALLER. CLEVIS HANGERS FOR 4 INCH AND LARGER SHALL BE B-LINE #B3100 GALVANIZED STEEL CLEVIS TYPE. RISER CLAMPS TO SUPPORT VERTICAL PIPE SHALL BE B-LINE #B3373 GALVANIZED STEEL. PVC VACUUM PIPE: SPIT RING SUPPORT HANGERS SHALL BE B-LINE #B3198H. PIPING SHALL BE BRACED AND SECURED TO RESIST THRUSTING FORCES AND MINIMIZE MOVEMENT. INSULATION PROTECTION SHIELDS: B-LINE #B3151 OF 18 GAUGE GALVANIZED SHEET METAL. SHIELD SHALL COVER HALF OF THE CIRCUMFERENCE OF THE PIPE AND SHALL BE OF LENGTH INDICATED BY MANUFACTURER FOR PIPE SIZE AND THICKNESS OF INSULATION. HANGER SPACING, ROD SIZES & CONNECTORS: CONNECT RODS TO STEEL BEAMS OR JOISTS WITH B-LINE #B3031 OR #B3033 BEAM CLAMPS AS REQUIRED. CONNECT RODS TO CONCRETE WITH B-LINE #3014 MALLEABLE IRON SINGLE TYPE INSERTS WITH MALLEABLE IRON NUT. CONNECT RODS IN WOOD CONSTRUCTION WITH B-LINE #B3058 SIDE BEAM CONNECTORS. HANG AND SUPPORT PIPING WITH SPACING AND ROD SIZES AS FOLLOWS: COPPER TUBE: 1-1/2 INCH AND SMALLER - EVERY 6 FEET WITH 3/8 INCH HANGER RODS; 2 INCH - EVERY 10 FEET WITH 3/8INCH HANGER RODS; 2-1/2 INCH - EVERY 10 FEET WITH 3/8 INCH HANGER RODS; 3 INCH - EVERY 10 FEET WITH 1/2 INCH RODS, 4 INCH - EVERY 10 FEET WITH 5/8 INCH HANGER RODS. SUPPORT VERTICAL COPPER TUBE EVERY 10 FEET. CAST IRON PIPE: EVERY 10 FEET AND WITHIN 1 FOOT OF EACH JOINT. 2 INCH AND SMALLER WITH 3/8 INCH HANGER RODS; 3 INCH WITH 1/2 INCH HANGER RODS; 4 INCH WITH 5/8 INCH HANGER RODS; 6 INCH WITH 3/4 INCH HANGER RODS; 8 INCH AND LARGER WITH 7/8 INCH HANGER RODS. SUPPORT VERTICAL CAST IRON PIPE EVERY 15 FEET. PVC PIPE: SUPPORT ALL PIPES SIZES EVERY 4 FEET. 1-1/2 INCH AND SMALLER WITH 3/8 INCH HANGER RODS; 2 INCH WITH 1/2 INCH HANGER RODS; 2-1/2 INCH AND 3 INCH WITH 1/2 INCH HANGER RODS, 4 INCH AND LARGER WITH 5/8 INCH HANGER RODS. SUPPORT VERTICAL PVC PIPE EVERY 4 FEET. SUPPORTS ON FLOOR: SUPPORT PIPING FROM THE FLOOR WHERE REQUIRED FOR FERROUS PIPE OR INSULATED COPPER TUBE, SHALL BE B-LINE B3093 GALVANIZED STEEL WITH PIPE SADDLE, THREADED SHANK FOR HEIGHT ADJUSTMENT AND FLOOR STAND SECURED TO THE FLOOR. ABOVE GROUND INSTALLATION FOR SOIL, WASTE, AND STORM: INSTALL SOIL AND WASTE PIPING TO A UNIFORM SLOPE OF NOT LESS THAN 1/8 INCH PER FOOT FOR PIPING 3 INCH OR LARGER, AND NOT LESS THAN 1/4 INCH PER FOOT FOR PIPING 2 INCH OR SMALLER. LAY PIPE AT UNIFORM SLOPE FREE FROM SAGS. SUPPORT PIPE WITHIN 12 INCHES OF EACH JOINT. MAKE CHANGES IN DIRECTION FROM HORIZONTAL TO VERTICAL, AT FIXTURE BRANCHES AND OTHER BRANCH CONNECTIONS WITH SANITARY "TEES" OR SHORT SWEEP "ELLS". MAKE CHANGES IN DIRECTION FROM VERTICAL TO HORIZONTAL OR HORIZONTAL TO HORIZONTAL WITH LONG RADIUS FITTINGS, LONG SWEEPING "ELLS", COMBINATION "Y AND 1/8 BEND" FITTINGS, OR 45 DEGREE "ELLS" (1/8 BEND FITTINGS), 1/6 BEND OR 1/16 BEND AND "Y" FITTINGS. PROVIDE A SMOOTH AND UNIFORM INVERT IN THE SYSTEM. DRILLING OR TAPPING OF SOIL AND WASTE LINES, AND SADDLE HUBS AND BANDS ARE NOT PERMITTED. LOCATE AND INSTALL SOIL AND WASTE LINES AS INDICATED ON THE DRAWINGS. DETERMINE EXACT LOCATIONS IN SUCH A MANNER AS TO MAINTAIN PROPER CLEARANCE. PLUMBING VENT: CONNECT PLUMBING VENT PIPES TO FIXTURE DRAIN PIPES AS INDICATED ON THE DRAWINGS OR AS REQUIRED BY THE INSTALLATION PRACTICES ADOPTED AND ENFORCED BY LOCAL CODES OFFICIAL, AND EXTEND VENT PIPES FULL SIZE THROUGH THE ROOF LINE. GRADE PIPE TO A UNIFORM SLOPE SO AS TO DRAIN BACK BY GRAVITY TO THE DRAINAGE PIPING SYSTEM. VENTS PASSING THROUGH THE ROOF SHALL BE MINIMUM 3 INCH SIZE EXCEPT IN TROPICAL CLIMATES. TURN FLASHING DOWN INTO STACKS AT LEAST 2 INCHES, AND EXTEND FLASHING 24 INCHES IN ALL DIRECTIONS FROM THE PIPE AT THE ROOF LINE. VENT LINES SHALL BE AIR AND WATER TIGHT. DOMESTIC WATER: ARRANGE COLD, HOT, AND HOT WATER RECIRCULATION PIPING TO DRAIN AT THE LOWEST POINT IN EACH SYSTEM. INSTALL AT LEAST ONE PIPE UNION ADJACENT TO ALL SHUTOFF VALVES, AT CONNECTION POINTS OF EACH PIECE OF EQUIPMENT, AND ELSEWHERE IN THE SYSTEM WHERE REQUIRED TO ALLOW PROPER MAINTENANCE. PROVIDE UNIONS OF THE GROUND JOINT TYPE. MAKE ALLOWANCE FOR EXPANSION AND CONTRACTION WHERE REQUIRED BY THE INSTALLATION. WHERE WATER PIPING OCCURS IN EXTERIOR WALLS, HOLD PIPE AS CLOSE AS POSSIBLE TO THE INTERIOR FACE OF WALL AND INSTALL INSULATION BATT OR OTHER INSULATION (MINIMUM R-8) BETWEEN PIPING AND THE EXTERIOR WALL FACE. E. PIPING SANITIZATION SANITIZE THE ENTIRE DOMESTIC WATER PIPING SYSTEM (COLD, HOT, AND HOT WATER RETURN) WITH A SOLUTION CONTAINING NOT LESS THAN 50 PPM AVAILABLE CHLORINE. KEEP SOLUTION IN THE SYSTEM FOR A MINIMUM OF 24 HOURS, WITH EACH VALVE BEING OPERATED SEVERAL TIMES DURING THE PERIOD. AFTER COMPLETION, FLUSH SYSTEM WITH CITY WATER UNTIL CHLORINE RESIDUAL IS LOWERED TO INCOMING CITY WATER LEVEL. F. PIPE AND VALVE MARKERS PROVIDE MANUFACTURER'S STANDARD PRE-PRINTED, SEMI -RIGID SNAP -ON OR PERMANENT ADHESIVE, PRESSURE -SENSITIVE VINYL PIPE MARKERS. PIPE MARKERS SHALL BE COLOR -CODED COMPLYING WITH ANSA A13.1. INSTALL PIPE MARKERS ON EACH PLUMBING PIPING SYSTEM AND INCLUDE ARROWS TO SHOW NORMAL DIRECTION OF FLOW. LOCATE PIPE MARKERS AND COLOR BANDS WHEREVER PIPING IS EXPOSED TO VIEW IN OCCUPIED SPACES, MACHINE ROOMS, ACCESSIBLE MAINTENANCE SPACES (SHAFTS, TUNNELS, PLENUMS) AND EXTERIOR NON -CONCEALED LOCATIONS. PROVIDE PLASTIC LAMINATE OR BRASS VALVE TAG ON EVERY VALVE, COCK AND CONTROL DEVICE IN EACH PLUMBING PIPING SYSTEM; EXCLUDE CHECK VALVES, VALVES WITHIN FACTORY -FABRICATED EQUIPMENT UNITS, PLUMBING FIXTURE FAUCETS, CONVENIENCE AND LAWN -WATERING HOSE BIBBS, AND SHUT-OFF VALVES AT PLUMBING FIXTURES AND SIMILAR ROUGH -IN CONNECTIONS OF END -USE FIXTURES AND UNITS. 4. PLUMBING SPECIALTIES A. WATER HAMMER ARRESTORS, AND TRAPS PROVIDE WATER HAMMER ARRESTORS AT VALVES OR BATTERIES OF FIXTURES AS INDICATED ON THE DRAWINGS TO PREVENT WATER HAMMER. ARRESTORS SHALL BE STAINLESS STEEL BELLOWS TYPE, OR 0-RING SEALED AND LUBRICATED ACETAL PISTON. INSTALL WATER HAMMER ARRESTORS PER THE PLUMBING AND DRAINAGE INSTITUTE (POI) WH-201 INSTALLATION INSTRUCTIONS. INSTALLATION OF ARRESTORS AT BATTERIES OF FIXTURES PRECLUDES THE REQUIREMENT FOR INDIVIDUAL AIR CHAMBERS AT EACH BATTERY FIXTURE. SUBMIT CERTIFICATION THAT WATER HAMMER ARRESTORS COMPLY WITH NSF 61 ANNEX G AND/OR NSF 372. APPROVED WATER HAMMER ARRESTOR MANUFACTURERS: • JOSAM • SIOUX CHIEF • WATTS • ZURN • APPROVED EQUAL PROVIDE WATER -SEAL TRAPS ON FLOOR DRAINS, FIXTURES AND EQUIPMENT WITH DRAIN CONNECTIONS, INCLUDING TRAPS NOT FURNISHED IN COMBINATION WITH FIXTURES AND EQUIPMENT. PLACE TRAP AS CLOSE TO THE FIXTURE OR DRAIN AS POSSIBLE. EXPOSED TRAPS IN FINISHED SPACES SHALL BE CHROME -PLATED BRASS. PROVIDE CONVENTIONAL "P" TYPE TRAP, WATER -SEALED SELF-CLEANING DESIGN. FULL "S" TRAPS OR TRAP STANDARDS SHALL BE USED ONLY WHERE SPECIFICALLY CALLED FOR ON THE DRAWINGS OR ELSEWHERE IN THIS SPECIFICATION. TRAP WATER SEALS SHALL NOT BE LESS THAN 2 INCHES, AND DEEP SEAL TRAPS SHALL BE PROVIDED WHERE SPECIFIED OR INDICATED. EACH TRAP NOT INTEGRAL WITH THE FIXTURE OR FLOOR DRAIN OR INSTALLED BELOW THE BASE SLAB SHALL BE PROVIDED WITH AN ACCESSIBLE CLEANOUT OF ADEQUATE SIZE. PROVIDE TRAP PRIMERS WHERE REQUIRED BY CODE AND WHERE INDICATED ON THE DRAWINGS. B. CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS CLEANOUTS, FLOOR DRAINS AND ROOF DRAINS SHALL BE BY ONE MANUFACTURER IF POSSIBLE. PROVIDE LONG SWEEP FITTINGS FOR CLEANOUT EXTENSIONS; SHORT SWEEPS AT START OF RUNS OR CHANGE IN DIRECTION AND COMBINATION WYE AND EIGHT BEND FITTINGS IN HORIZONTAL RUNS. INSTALL CLEANOUTS WITH A MINIMUM OF 18 INCHES CLEAR ALL AROUND, CONSULT LOCAL CODES FOR OTHER REQUIREMENTS, FOR EASY SYSTEM MAINTENANCE. INSTALL PLUG WITH TEFLON JOINT COMPOUND. APPROVED CLEANOUT, FLOOR DRAIN AND ROOF DRAIN MANUFACTURERS: • JOSAM • SIOUX CHIEF • WATTS • ZURN • APPROVED EQUAL APPROVED PLASTIC FLOOR DRAIN MANUFACTURERS: • JOSAM • SIOUX CHIEF • OATEY • PLASTIC ODDITIES • APPROVED EQUAL FLOOR DRAINS: AS SCHEDULED ON THE DRAWINGS. FLOOR CLEANOUTS: AS SCHEDULED ON THE DRAWINGS. INSTALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS, AT THE BUILDING EXIT; AT A MINIMUM OF EVERY 50 FEET IN HORIZONTAL SOIL AND WASTE LINES; AND AT TURNS OF PIPE GREATER THAN 45 DEGREES CLEANOUTS SHALL BE FULL SIZE OF THE PIPE UP TO 4 INCHES, AND 4 INCH SIZE FOR PIPES LARGER THAN 4 INCHES. DETERMINE THE TYPE OF FLOOR COVERING TO BE USED AT EACH FLOOR CLEANOUT LOCATION AND PROVIDE TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKERS, RECESSED FOR TILE AND SCORIATED FOR UNFINISHED FLOOR). ROUGH -IN AND INSTALL EACH FLOOR CLEANOUT FLUSH WITH THE FINISHED FLOOR CONSTRUCTION. WALL CLEANOUTS: AS SCHEDULED ON THE DRAWINGS. INSTALL WALL CLEANOUTS AT POINTS AS NOTED ON THE DRAWINGS; AT THE FOOT OF EACH SOIL, WASTE OR INTERIOR DOWNSPOUT STACK; AT HORIZONTAL SOIL AND WASTE BRANCHES LONGER THAN FIVE FEET NOT SERVED BY A FLOOR CLEANOUT; CONSULT LOCAL CODES FOR INSTALLATION AT SPECIFIC FIXTURE TYPES. INSTALL WALL CLEANOUTS ABOVE THE FLOOD RIM OF THE FIXTURE SERVED WITHIN FOUR FEET OF THE FLOOR AND INSTALL EXTENSIONS FROM THE CLEANOUT TEE TO THE WALL TO LOCATE THE PLUG WITHIN 2 INCH OF THE WALL WHERE REQUIRED. INSTALL CLEANOUTS ON URINALS AND SINKS WHERE REQUIRED BY CODE. C. VALVES, STRAINERS, HOSE BIBBS, AND UNIONS PLUMBING SYSTEM VALVES SHALL BE DESIGNED FOR 125 PSI STEAM WORKING PRESSURE AND 200 PSI COLD WATER PRESSURE. INSTALL VALVES ON THE HOT AND COLD WATER LINES AT THE WATER HEATER CONNECTIONS AND OTHER ITEMS OF EQUIPMENT, AT BRANCHES FROM MAINS SERVING GROUPS OF FIXTURES, AND AT OTHER PLACES INDICATED OR REQUIRED BY THE INSTALLATION TO ALLOW EASE OF FUTURE MAINTENANCE. SUBMIT CERTIFICATION THAT VALVES, FITTINGS AND SPECIALTIES COMPLY WITH NSF 61 ANNEX G AND / OR NSF 372. EXCEPT FOR THE FOLLOWING: HOSE BIBBS, HYDRANTS, BACKFLOW PREVENTERS ISOLATING IRRIGATION OR MECHANICAL MAKE-UP SYSTEMS, EMERGENCY MIXING VALVES AND TRAP PRIMERS. GATE VALVES 2 INCH AND SMALLER: CLASS 125, RISING STEM, SOLDERED LEAD FREE CAST BRONZE BODY AND PARTS, SWEAT ENDS, WITH WEDGE DISC. APPROVED 2 INCH AND SMALL GATE VALVE MANUFACTURERS: • APOLLO # 102S-LF • HAMMOND # UP-668 • MILWAUKEE # UP668 • NIBCO # S-113-LF BALL VALVES 2 INCH AND SMALLER (MAY BE USED IN LIEU OF GATE VALVES UP TO 2 INCH): CLASS 150, TWO PIECE LEAD FREE CAST BRONZE BODY, WITH SWEAT ENDS, CHROME PLATED BRONZE BALL WITH CONVENTIONAL PORT, 600 PSI, BLOW-OUT PROOF STEM. APPROVED 2 INCH AND SMALLER BALL VALVE MANUFACTURERS: • APOLLO # 70-LF-200 • HAMMOND # UP8501 • MILWAUKEE # UPBA-150 SWING CHECK VALVES 2 INCH AND SMALLER: CLASS 125, LEAD FREE CAST BRONZE BODY AND WITH SWEAT ENDS. INSTALL IN HORIZONTAL PIPE RUNS. APPROVED 2 INCH AND SMALLER SWING CHECK VALVE MANUFACTURERS: • APOLLO # 163S-LF • MILWAUKEE #UP-1509 • NIBCO # S-413-Y-LF LIFT CHECK VALVES 2 INCH AND SMALLER: CLASS 125, LEAD FREE CAST BRONZE BODY, STAINLESS STEEL SPRING AND WITH SWEAT ENDS. INSTALL IN VERTICAL PIPE OR IN HORIZONTAL RUNS WHERE REQUIRED. APPROVED 2 INCH AND SMALLER LIFT CHECK VALVE MANUFACTURERS: • HAMMOND # LP-947 • NIBCO # S-413-Y-LF POINT OF USE THERMOSTATIC MIXING VALVES: THERMOSTATIC MIXING VALVES MEETING ASSE 1070 WITH LEAD FREE BRASS BODY, NON -CORROSIVE INTERNAL PARTS, TAMPER RESISTANT TEMPERATURE ADJUSTMENT, UNION INLETS AND CHECK STOPS WITH STRAINERS. INSTALL VALVE AT PUBLIC LAVATORIES AND HANDWASHING SINK LOCATIONS IN ACCESSIBLE LOCATION. SET TEMPERATURE AS SCHEDULED ON THE DRAWINGS. APPROVED POINT OF USE THERMOSTATIC MIXING VALVE MANUFACTURERS: • POWERS • OR EQUAL BY: o ACORN ENGINEERING CO. • CASH ACME • LEONARD STRAINERS: STRAINERS 2 INCH AND SMALLER SHALL BE WATTS #LFS777SI WITH LEAD FREE CAST BRONZE BODY AND SOLDERED ENDS, BRASS CAP AND MONEL 40 MESH SCREEN. DRAIN VALVES AND INTERIOR HOSE BIBBS: AS SPECIFIED ON THE DRAWINGS BY PRIER OR EQUAL BY WOODFORD OR WATTS. APPROVED DRAIN VALVES AND INTERIOR HOSE BIBB MANUFACTURERS: • PRIER o OR APPROVED EQUALS BY: WOODFORD OR WATTS UNIONS: FERROUS UNIONS SHALL COMBINATION IRON AND BRASS, GROUND JOINT WITH SCREWED ENDS. COPPER UNIONS SHALL BE STREAMLINE OR EQUAL, CAST BRONZE SWEAT TYPE WITH GROUND JOINT. FERROUS TO COPPER UNIONS SHALL BE UNIVERSAL CONTROLS OR EQUAL, DIELECTRIC TYPE WITH THREADED NYLON INSERT. APPROVED UNION MANUFACTURERS: • CRANE • APPROVED EQUAL PRESSURE REDUCING VALVES: SELF-CONTAINED TYPE SHALL BE OF THE TYPE AS SCHEDULED AND INDICATED ON THE DRAWINGS. APPROVED PRESSURE REDUCING VALVE MANUFACTURERS: • WATTS o OR APPROVED EQUAL BY: CASH -ACME OR WILKINS PRESSURE REDUCING VALVES: PILOT OPERATED TYPE SHALL BE AS SCHEDULED ON THE DRAWINGS. APPROVED PRESSURE REDUCING VALVE MANUFACTURERS: • WATTS • OR APPROVED EQUAL BY: o CLAY-VAL • OCV • WILKINS BACKFLOW PREVENTERS: SHALL BE OF THE TYPE AS SCHEDULED AND INDICATED ON THE DRAWINGS. APPROVED BACKFLOW PREVENTER MANUFACTURERS: • WATTS • CONBRACO • FEBCO • WILKINS D. SYSTEM ACCESSORIES THERMOMETERS SHALL BE AMERICAN 3 INCH BI-METAL DIAL TYPE WITH SEPARABLE SOCKET, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. PRESSURE GAUGES SHALL BE ASHCROFT 3 INCH DIAL TYPE WITH SHUT-OFF COCK, AND SHALL BE INSTALLED WHERE INDICATED OR REQUIRED. 5. PLUMBING FIXTURES AND EQUIPMENT A. PLUMBING FIXTURES FURNISH AND INSTALL COMMERCIAL GRADE PLUMBING FIXTURES, SEE THE DRAWINGS FOR QUANTITIES AND DESCRIPTIONS. PROVIDE CHINA FIXTURES AS SCHEDULED. PROVIDE STAINLESS STEEL SINKS AS SCHEDULED. PROVIDE ELECTRIC WATER COOLERS AS SCHEDULED. PROVIDE MOP SINKS AS SCHEDULED. PROVIDE EMERGENCY EQUIPMENT AS SCHEDULED. PROVIDE FIXTURES OF SAME MANUFACTURER WHERE POSSIBLE. APPROVED MOP SINK MANUFACTURERS: • STERN-WILLIAMS o OR APPROVED EQUAL BY: ACORN ENGINEERING CO., FIAT, OR FLORESTONE FIXTURES SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN SHALL BE FURNISHED AND INSTALLED, SET FIRM AND TRUE, CONNECTED TO REQUIRED PIPING SERVICES, THOROUGHLY CLEANED, LEFT CLEAN AND READY FOR USE. EXPOSED FITTINGS AND PIPING AT THE FIXTURES SHALL BE CHROME -PLATED, AND WATER SUPPLY PIPING SHALL BE VALVED AT EACH FIXTURE. B. PLUMBING FIXTURE TRIM SUBMIT CERTIFICATION THAT FAUCETS AND TRIM COMPLY WITH NSF 61 ANNEX G AND / OR NSF 372. EXCEPT FOR THE FOLLOWING: FAUCETS NOT USED FOR DRINKING WATER OR COOKING, SHOWER VALVES AND HEADS OR FLUSH VALVES. FIXTURE TRIM SHALL HAVE THE MANUFACTURER'S NAME STAMPED CLEARLY AND VISIBLY ON EACH ITEM. PROVIDE FAUCETS AS SCHEDULED ON. APPROVED FAUCET MANUFACTURERS: • CHICAGO • DELTA -COMMERCIAL • SPEAKMEN • T&S BRASS • ZURN FIXTURE P-TRAPS SHALL BE 17 GAUGE BRASS BODY WITH CLEANOUT, 17 GAUGE SEAMLESS TUBULAR WALL BEND WITH CAST BRASS SLIP NUT, SHALLOW STEEL FLANGE, ALL CHROME PLATED. APPROVED P-TRAP MANUFACTURERS: • MCGUIRE • BRASS CRAFT • DEARBORN BRASS • EBC • PROFLO • WATTS BRASS AND TUBULAR • ZURN LAVATORY, SINK, AND WATER CLOSET SUPPLIES SHALL BE SOLID BRASS ANGLE OR STRAIGHT TYPE WITH FULL TURN BRASS STEM, WHEEL HANDLE, OR LOOSE KEY TYPES AS NOTED ON DRAWINGS, SHALLOW STEEL FLANGE, 3/8 INCH COPPER RISER FLANGE, ALL CHROME PLATED, FINAL CONNECTION AS REQUIRED. APPROVED FIXTURE SHUT-OFF VALVE MANUFACTURERS: • MCGUIRE • BRASS CRAFT • EBC • PROFLO • ZURN PROVIDE HANDICAP INSULATION KITS FOR LAVATORIES AND SINKS ON EXPOSED WATER AND WASTE PIPES AND FITTINGS, INCLUDING OFFSET DRAIN AND CONTINUOUS WASTE COVERS WHERE REQUIRED. APPROVED HANDICAP INSULATION KITS MANUFACTURERS: • BROCAR • MCGUIRE • PLUMEREX "PRO-2000" • PROFLO • TRAP -WRAP • TRU-BRO C. WATER HEATER PROVIDE WATER HEATER WITH CAPACITY AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE ELECTRIC GLASS -LINED TANK TYPE COMPLETE WITH STEEL JACKET, FIBERGLASS INSULATION, MAGNESIUM ANODE, INTEGRAL THERMOSTATS AND CONTROLS, AND TEMPERATURE & PRESSURE RELIEF VALVE. WATER HEATER SHALL BE UL LISTED AND MEET ASHRAE 90.1E STANDARDS FOR THERMAL EFFICIENCY AND STANDBY HEAT LOSS. APPROVED WATER HEATER MANUFACTURERS: • AO SMITH • BRADFORD-WHITE • LOCHINVAR • STATE • RHEEM • RUUD TEMPERATURE AND PRESSURE RELIEF VALVE: LEAD FREE BRASS BODY MEETING ANSI Z21.22, THE TEMPERATURE SHALL BE NORMALLY SET TO RELIEVE AT 210 F AND THE PRESSURE RELIEF SHALL BE EQUAL TO THE TANK PRESSURE RATING . INSTALL LINE SIZE RELIEF VALVE DISCHARGE LINE TO DISCHARGE TO AN APPROVED RECEPTOR WITH AIR GAP. VACUUM RELIEF VALVE: LEAD FREE BRASS BODY MEETING ANSI Z21.22 WITH SILICON DISC. VALVE SHALL OPEN AT 0.5 INCHES HG VACUUM AND BE RATED FOR 200 PSIG WORKING PRESSURE AND 250 F OPERATING. INSTALL IN COLD WATER SUPPLY TO EACH WATER HEATER DOWNSTREAM OF THE SHUTOFF AND CHECK VALVES. APPROVED VACUUM RELIEF VALVE MANUFACTURERS: • APOLLO #37 • CASH ACME #VR801 • WATTS #N36 • WILKINS #VR-10 RECIRCULATION PUMP: AS SCHEDULED ON THE DRAWINGS, OF ALL BRONZE CONSTRUCTION WITH AQUASTAT. APPROVED RECIRCULATION PUMP MANUFACTURERS: • BELL & GOSSETT 0 OR EQUAL BY: ARMSTRONG, GRUNDFOS, OR TACO EXPANSION TANK: EXPANSION TANK SHALL BE AS SCHEDULED ON THE DRAWINGS. UNIT SHALL BE CONSTRUCTED OF WELDED CARBON STEEL LISTED FOR 150 PSIG WORKING PRESSURE, WITH A FDA APPROVED BUTYL RUBBER DIAPHRAGM, TAPS FOR PRESSURE GAGE, AIR CHARGING FITTING, AND DRAIN FITTING. SUPPORT AS DETAILED ON THE DRAWINGS. CHARGE TANK WITH AIR PRESSURE EQUAL TO THE STATIC WATER PRESSURE. APPROVED EXPANSION TANK MANUFACTURERS: • AMTROL "THERM-X-TROL" 0 OR EQUAL BY: ARMSTRONG, BELL & GOSSETT, PROFLO, TACO, 0 0 WATTS D. GREASE INTERCEPTORS END OF DIVISION 22 REVIEWED FOR CODE COMPLIANCE . APPROVED AUG 12 2019 City of Tukwila BUILDING DIVISION n BED CITY VP TUKWILA JIJ� t 91019 f ►iLii a v �� • i.�1" • CONSULTANT CONSULTANT LOGO HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913.742.5000 FAX 913.742.5001 WWW.HENDERSONENGINEERS.COM 1950002714 WA. CORPORATE NUMBER: 1754 06/30/20 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. DATE DESCRIPTION PROJECT NAME UWAS SEATTLE PROJECT ADDRESS ••••••••****.......... 18323 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUED FOR PERMIT PRO3ECT MANAGER: JAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL ...................... *..1 1 , i.c Jun ti 47524 j, rT �> m ,�, 20 2019 PROJECT NAME: UWA5 (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: PLUMBING SPECIFICATIONS PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI BLDG FLOOR: 1 DRAWN DATE: 06/14/19 BUILDING TYPE: UWA5 APPROVED BY: SCALE: APPROVED DATE: amon AMAZON DISCLAIMER THIS INCLUDING WITHOUT LIMITATION ALL INTELLECTUAL OFERT CONTAINED ON REFLECTED, EMBODIES CONFIDENTUI INFORMATION OF AMAZON FULFILLMENT SERVICES, INC AND ITS AFFILIATES AND IS PROVIDED WITH THE EXPRESS UNDERSTANDING THVIZET wlLL NDr BEREVT1961 EDDRUBEDFDR ATm EM PROVIDED, (ICI TTHAT IT "POSE HALL BE EXCEPT THAT FORD IMMEDIATELYMR IS ON DEMAND, OTHERWISE SUBJECT TOAALLINE TUNS OF ANY NOONDISCLOSAND URE IS AGREEMENT BETWEEN AMAZON AND RECIPIENT. SHEET: P003 PLUMBING KEYNOTES: 1. EXISTING 4" SANITARY PIPING TO REMAIN. 2. EXISTING 1-1/2" DOMESTIC WATER SERVICE TO REMAIN. 3. EXISTING GAS METER ASSEMBLY. COORDINATE WITH LOCAL GAS UTILITY COMPANY TO DETERMINE IF EXISTING METER ASSEMBLY IS CAPABLE OF PROVIDING 1620 MBH AT 7" WC DISCHARGE PRESSURE. PAY ANY GAS COMPANY FEES FOR MODIFICATIONS AS REQUIRED. 4. CONNECT 3" GAS TO EXISTING GAS MAIN OF EQUAL SIZE OR LARGER. FIELD VERIFY EXACT LOCATION AND SIZE OF EXISTING. IF EXISTING GAS MAIN IS NOT 3" OR GREATER, MANIFOLD NEW GAS CONNECTION BACK AT GAS METER. ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.eom TEL: 913-262-9095 FAX: 913-262-9044 SEAN O. EISLER O BULLPEN (RTU) (150 MBH) OE <RTU> 9 (150 MBH) U) it 066 1-1/4"G SLAM 1 ,- 2 "G WALK IN COOLER (300 MBH) 2"G -- (360 MBH) 2"G (510 MBH) 1-1/4"G 1-1/4"G 2-1/2"G (660 MBH) 1 <RTU> 6 (150 MBH) 1-1/4"G RTU ) 11 (60 MBH) Too 3 E <RTU> 7 (150 MBH) 1 f 1 <RTU> 8 (150 MBH) 2-1/2"G (810 MBH) WAREHOUSE ♦� P402 P402 u TRANSFORMATION ROOM 1 2 P402 P402 1 F �6\ �m r — MS. IBM MOM WINN MINN cb— r_ RTU-2 ETR (150 MBH) BREAK ROOM LJ L1 Illltl IIIII IiI MOTHER'S ROOM 3"G Om U) (960 MBH) --C ERC 0 OVERALL PLUMBING PLAN SCALE: 3/32"=1'-0" ® 4-1 MEM 1 <RTU> 1 (60 MBH) G (ETR) 1-1/2"CW (ETR) IY w 0 <RTU> 5 (150 MBH) (300 MBH) 2"G 1 1/4"G r'NN--1-1/4"G <RTU> 4 (150 MBH) (150 MBH) RTU 3 (150 MBH) N 8) o- 5. GAS LOAD ON EXISTING GAS PIPING WILL BE 210 MBH. 6. GAS PIPING UP THROUGH ROOF. WALK IN FREEZER REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2019 City of Tukwila BUILDING DIVISION T En CITY OFUt TUKWILA JUL20 2019 PERMIT CENTER CONSULTANT CONSULTANT LOGO HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913.742.5000 FAX 913.742.5001 WWW.HENDERSONENGINEERS.COM 1950002714 WA. CORPORATE NUMBER: 1754 06/30/20 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. DATE DESCRIPTION PROJECT NAME UWA5 SEATTLE PROJECT ADDRESS ...................... 18323 ANDOVER PARK WEST TUKWILA, WA 98188 4' 8' 12' 16' SCALE: 3/32"=1'-0" ISSUED FOR PERMIT PROJECT MANAGER: .TAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL ...................... Jun 202019 PROJECT NAME: UWA5 (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: OVERALL PLUMBING PLAN PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI BLDG FLOOR: 1 DRAWN DATE: 06/14/19 BUILDING TYPE: UWA5 APPROVED BY: SCALE: APPROVED DATE: AMAZON DISCLAIMER amazon INCLUDINGTHIS DRAWING. WITHOUT PROPERT CONTAINED OREFLECTED, INFORMATION OAND FULFILLMENT IS PROVIDED WITH TNE EXPRESS AFFILIATES UNDERSTANDING THAT (I) IT WIOR USED FOR ANY PURPOSE NOTPTT R WHICH ODUITI EXCEPTHAT FOR S EXPRESSLY PROVIDED, (2) THAT IT SHALL BE RETURNED IMMEDIATELY ON DEMAND. AND (3) ITIS OTHERWISE SUBJECT TO ALL TIRE TERMS OF ANY NONDISCLOSURE AGREEMENT BETWEEN AMAZON AND RECIPIENT. SHEET: P101 PLUMBING KEYNOTES: 1. CONDENSATE PIPING FROM EVAPORATOR TO CONDENSATE PUMP IS BY REFRIGERATION CONTRACTOR. ATTACH CONDENSATE PUMP TO COOLER WALL. INSTALL AS HIGH AS POSSIBLE. ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com 3/4' 'ING BETWEEN ILS AND MPS IS =RIGERATION iIS PIPING IS IRDINATION. CP 0 c C. 1 c:0 00 1 CP CO t IIIIIII 1-1- I- 1 I r WALK IN COOLER —r T�1r C L 1 ] u I 11 C [ I L ] u ! 1 3 ^ t ] ) [ CD I I I II I I I I I I 1 1 t 0 III 1I I I L III DI-- fi III III I I I III 1--I-t- _ III II I I I I I I 111 I 1 I I I I ill I I I I I I III I I I I I I -1--t-I I I I II I I I I I I II I I I III III I I I 1 1 1 1 1 1 I 1 I 1 11 1 I -I -I 1 1 I-1-j III III I I III —G4—r II I I 11 I L0j /I 11 I I I ❑ U co CO SLAM SEAN O. EISLER r I I I TRANSFORMATION ROOM 7 ] ) ) 77 ] ] ] 11 ] y i ] ..I .1., N, ortc140/r'c�>»ruN040ti1<<u1 131111111118111111111311151 azis RN ism nun slim = L ., .1: `.. 11 ENLARGED CONDENSATE PLAN SCALE: 1 /8"=1'-0" _I _t CO WAREHOUSE 00 CP v v M /8\ P CD 0 ❑ )OM Q !III MOTHER'S ROOM ERC 3/4"CD -c L r z CO 2. ROUTE PIPING AS HIGH AS POSSIBLE. 3. REFERENCE SHEET P402 FOR FLOOR SINK WASTENENT PIPING. 4. 3/4"CD UP TO STRUCTURE. 5. 1"CD DOWN WALL AND DISCHARGE TO FLOOR SINK WITH AIR GAP. WALK CD— -- CD '�////////%//% ZER ENLARGED CONDENSATE PLAN SCALE: 1/8"=1'-0" IIlili EVIEWED FOR .11E COMPLIANCE APPROVED AUG 12 2019 City of Tukwila BUILDING DIVISION tIECITY rE� y1LA 3 UL 2 9 WS pEnMtT CENTER TEL: 913-262-9095 FAX: 913-262-9044 CONSULTANT CONSULTANT LOGO HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913.742.5000 FAX 913.742.5001 WWW.HENDERSONENGINEERS.COM 1950002714 WA. CORPORATE NUMBER: 1754 06/30/20 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. DATE DESCRIPTION II 1 PROJECT NAME UWAS SEATTLE PROJECT ADDRESS ...................... 18323 ANDOVER PARK WEST TUKWILA, WA 98188 SCALE: 1 /8"=1'-0" ISSUED FOR PERMIT PROJECT MANAGER: JAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL Jun 202019 PROJECT NAME: UWA5 (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: ENLARGED CONDENSATE PLANS PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI BLDG FLOOR: 1 DRAWN DATE: 06/14/19 BUILDING TYPE: UWA5 APPROVED BY: SCALE: APPROVED DATE: AMAZON DISCLAIMER THIS G. INCLUDING WITHOUT LIMITATION ALL INTELLECTUAL FROPERT CONTAINED OR REFLECTED, EMBODIES CONFIDENTIAL INFORMATION OF AMAZON FULFILLMENT SERVICES, INC. AND ITS AFFILIATES ANDIS PROVIDED THE EXPRESS UNDERSTANDING PURFOR ANT POSE EXCEPT TMAT FOR REPRODUCED USED R WHICH IT IS EXPRESSLY PROVIDED, (2) TI-LAT IT SHALL SE OTHERWISE SUBIKRETURNED OALLL THE TERMSFOMN NONDISCLOSURE AND Rss AGREEMENT BETWEEN AMAZON AND RECIPIENT. SHEET: P401 PLUMBING KEYNOTES: 1. HOT WATER SHALL CIRCULATE WITHIN 2FT OF THE WATER CONNECTION TO THE FAUCET. 2. INSTALL SHUT-OFF VALVES AND CHECK VALVES ON PIPING TO PREP SINKS, MOP SINK, AND 3-COMPARTMENT SINK FAUCETS. 3. INSTALL WATER HEATER ON HOUSEKEEPING PAD. REFERENCE STRUCTURAL. ROUTE T&P RELIEF VALVE AND TERMINATE OVER FLOOR SINK WITH REQUIRED AIR GAP. INSTALL HOSE BIBB BETWEEN RECIRCULATION PUMP AND WATER HEATER. PROVIDE SEPARATE SHUTOFF VALVE FOR HOSE BIBB. 4. INSTALL STRAPPING ON WATER HEATER BASED ON SEISMIC DESIGN CATEGORY D. 5. WATER PIPING IN WALL NOT SHOWN FOR CLARITY. REFER TO WATER RISER DIAGRAM FOR ADDITIONAL INFORMATION. ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 SEAN O. EISLER DEMARC 30 00 1 I n CI E}— 0 WC ETR 1/2"HW (ETR) LV ETR 1— 3/4"CW (ETR) 1=7:: h v SINK ETR 1 1/2"CW (ETR) 4 BREAK ROOM --�WH-2) 0 1 000 1/2"CW MOTHER'S ROOM 1 1/2"CW (ETR) ERC (TYP) h n r 1-1 ENLARGED WATER PLAN SCALE: 1/4" = 1'-0" 0 IIIIIIIIIIIIIlIIIIIIIIUIIIIIUU1111111N1111111111111UIIIIII111111111111111111111111111111111111111111111111111111111111c111IUIIIIIIIIIIIIIIIIIIIIIIIIIUIIIIII111111IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11llI111111111111111111111111UlUIIl111UNIIIII111111111UiilUill1111111111111111W1111111111111111111111111111111111111111I1111111111111111111111111111111111111111,11111IIIIII111111lilUll 1/2"HWR -1/2"CW i I 1/2"HW SLAM 25 fl — 11 II --Fr'� I I 3/4"CW 3/4"CW &HW &HW 26 ENLARGED WATER PLAN SCALE: 1 /4"=1'-0" 18 I I I I I I II I I i✓ 1/2"CW & HW 15 3/4"CW & HW 15.1 3/4" / / / / 3/4"CW & HW 22.1 (TYP 2) (TYP) 0 r =.1 1,� 2 IWR—) 0)— I /2 I1V1 22 A Jill1Ig!1W11111 II 1111�111 I al NI ■ -I �HIIII r i l♦w1 TRANSFORMATION ROOM L Cnt 00 e 1 J I I I ri f 6. COORDINATE PIPE ROUTING AWAY FROM ELECTRICAL PANELS. DO NOT ROUTE PIPING OVER ELECTRICAL PANELS. 7. SET TIME SWITCH TO TURN ON RECIRCULATION PUMP 1 HOUR BEFORE AND TURN OFF 1 HOUR AFTER NORMAL STORE HOURS. COORDINATE HOURS OF OPERATION WITH TENANT REPRESENTATIVE. ONCE TIME SWITCH HAS ACTIVATED RECIRCULATION PUMP, AQUASTAT SHALL SHUT OFF RECIRCULATION PUMP AT WATER HEATER SETPOINT AND ON AT 1OF BELOW SETPOINT. 8. PIPING ABOVE TRANSFORMATION ROOM TO BE MOUNTED AT ACCESSIBLE HEIGHT ABOVE CEILING. 9. CONNECT NEW 1-1/2'ICW PIPING TO EXISTING PIPING OF EQUAL OR GREATER SIZE. PRIOR TO BID, FIELD VERIFY EXACT LOCATION OF THE EXISTING TIE-IN POINT. 10. REMOVE EXISTING 3" SANITARY AND ROUTE NEW 4" SANITARY PIPING IN THE EXISTING PATH. PRIOR TO BID, FIELD VERIFY EXACT LOCATION AND INVERT ELEVATION OF THE TIE-IN POINT. 11. CONNECT NEW 2" VENT PIPING TO EXISTING VENT PIPING OF EQUAL OR GREATER SIZE. PRIOR TO BID, FIELD VERIFY EXACT LOCATION OF THE TIE-IN POINT. 12. HOT AND COLD WATER TFA, ETR. e— O LV ETR WC/ ETR 'AJ L„L FCO h 4"S (ETR) SINK ETR l 4"S (ETR) BREAK ROOM r (FCO =97.0' BFF SCHIER # GB-50 (SEE PLUMBING FIXTURE SCHEDULE ON SHEET P601) P501 4"S FCO ENLARGED WASTE AND VENT PLAN SCALE: 1/4" = 1'-0" wco) FCO ETR MOTHER'S ROOM ERC ff L 1— W co 1 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111l111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111A1111111111111111111111111111111111111111111111111 1111 II III II II II II I I I � I III II I I l l l Il 1116I(Illlllllllllllllllllilllllll Iilllllil�lllll(Illllllll I Illlll FCO c 2'V 1 F 4"S — 4'IGW— DO 3"W SLAM i 26 4"GW— WCO 18 4" VTR 15 — 4"W— TRANSFORMATION ROOM- 11 J i —4"GW — wco) EL O I =1,J owir II L— _ _A —r 22 11 FD1) P501 — 4" i 11111 11111111 11111 1 1111 1111L. 111111111111 111111 11111 I Illlll IIIII 1111111i III 1'ii11 II III muu"U1m11"" mr J11111111 1 1111111 11: IIII I114� 111111iIIII 1Hill111IIIIIIIIII 1111111„ 111111111 1„1111111 (FCO) i REVIEWED FOR ODE COMPLIANCE APPROVED AUG 12 2019 City of Tukwila ILDING DIVISION ENLARGED WASTE AND VENT PLAN SCALE: 1 /4"=1'-0" nEcoveo CITY OF TUKWILA JUL 9 209 PERMIT CENTER CONSULTANT CONSULTANT LOGO HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913.742.5000 FAX 913.742.5001 WWW.HENDERSONENGINEERS.COM 1950002714 WA. CORPORATE NUMBER: 1754 06/30/20 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. DATE DESCRIPTION 07/26/19 REV #1 PROJECT NAME UWA5 SEATTLE PROJECT ADDRESS ...................... 18323 ANDOVER PARK WEST TUKWILA, WA 98188 SCALE: 1 /4"=1'-0" ISSUED FOR PERMIT PROJECT MANAGER: DAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL ..................... . PROJECT NAME: UWA5 (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: ENLARGED WATER, WASTE AND VENT PLANS PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI BLDG FLOOR: 1 DRAWN DATE: 06/14/19 BUILDING TYPE: UWAS APPROVED BY: SCALE: APPROVED DATE: AMAZON DISCLAIMER THISHIDI WING, (INCLUDING WMIOUT LIMITATION ALL INTELLECTUAL INFORMATION OF AMAZONFFUL REFLECTED, SERDNCES, CONFIDENTIAL AND ITS AFFILIATES AND IS PROVIDED WITH THE BOALESS UNDERSTANDING amazon PURPOSE F'T](CE4"THATFORWg2NTTIS E%PRESSLTPROVIDED. (0) THAT II-SHLL BE RETURNED IMMEDIATELY OM DOTHERWISE SUBJECT TO ALL THE TERMS OF ANT EMAND.CLOSU3RE )) IT IS AGREEMENT BETWEEN AMAZON AND RECIPIENT. SHEET: ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 22.1 26.1 WATER RISER PLAN SCALE: NOT TO SCALE V'- G Ii l ' (Fco) N„ 4"S� V / 4h� 1,5,/" WASTE AND VENT RISER PLAN SCALE: NOT TO SCALE TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal...and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. (2015 UPC 1005.0, 1006.0 & 1007.0) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2019 City of Tukwila BUILDING DIVISION CONSULTANT CONSULTANT LOGO HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913.742.5000 FAX 913.742.5001 WWW.HENDERSONENGINEERS.COM 1950002714 WA. CORPORATE NUMBER: 1754 06/30/20 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. DATE DESCRIPTION PROJECT NAME UWAS SEATTLE PROJECT ADDRESS ...................... 18323 ANDOVER PARK WEST TUKWILA, WA 98188 SCALE: 1/4"=1'-0" ISSUED FOR PERMIT PROJECT MANAGER: DAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL ...................... Jun 202019 PROJECT NAME: UWAS (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: PLUMBING RISER DIAGRAMS PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI BLDG FLOOR: 1 DRAWN DATE: 06/14/19 BUILDING TYPE: UWA5 APPROVED BY: SCALE: APPROVED DATE: SEAN O. EISLER AMAZON DISCLAIMER THIS "IOVERT CONTAINED OR REFLECTED, EMBODIES ALUIES CONFIDENTIAL INFORMATION OF AMAZON FULFILLMENT SERVICES, INC. AND ITS AFFILIATES AND IS PROVIDED VNTH THE EXPRESS UNDERSTANDING THAT (I) IT WILL NOT BE REPRODUCED OR USED FOR ANY AT I ) PURPOSE SHALL BE RETURNED IMMEDIATELY ON DEMAND, AND (3) THAT I OTHERWISE SUBJECT TO ALL THE TERMS OF ANY NONDISCLOSREIT IS AGREEMENT BETWEEN MIAZON AND RECIPIENT. SHEET: P403 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 6" TALL VENT PIPE OPEN TO ATMOSPHERE IF REQUIRED BY CODE FOR LENGTH OF INDIRECT DRAIN PIPE ENTER HORIZONTAL CONDENSATE MAIN FROM TOP OF PIPE. RISER HEIGHT SHALL NOT EXCEED 65% OF PUMP DISCHARGE HEAD. VERIFY CONDITIONS BEFORE INSTALLATION. 3/4" RISER. USE INSULATED COPPER TUBE. PROVIDE EXTERNAL CHECK VALVE IF NO CHECK VALVE IS FURNISHED WITH CONDENSATE PUMP ATTACH PUMP TO UNIT, WALL, OR CEILING STRUCTURE, OR SET ON FLOOR, AS SUITABLE CO ROOF OR FLOOR ABOVE PIPE HANGER TO STRUCTURE ABOVE ��- REFER TO PLAN FOR SIZE OF PIPE AND DISCHARGE LOCATION. MINIMUM HORIZONTAL SIZE SHALL BE 3/4". SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE, MINIMUM 2%, WITH CLEANOUTS IN TURNS AND ENDS OF PIPING. INSULATE PIPE PER SPECIFICATIONS. AIR CONDITIONING UNIT WITH COOLING COIL WITH CONDENSATE DRAIN PAN PROVIDE FLEXIBLE PLASTIC OR RUBBER HOSE FROM COIL DRAIN CONNECTION STUB TO CONDENSATE PUMP RECEPTACLE OR JUNCTION BOX PER ELECTRICAL ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS SHOWN IN EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SPECIFICATIONS FOR PIPE AND FITTING MATERIALS AND INSTALLATION. PROVIDE DIELECTRIC UNION IF CONNECTING DISSIMILAR METALS. FOR PIPE SIZE(S) REFER TO FLOOR PLANS, OR CODE REQUIREMENTS FOR HVAC UNIT TONNAGE. PROVIDE HANGERS OR SUPPORTS PER SPECIFICATIONS. DO NOT COMBINE CONDENSATE DRAIN PIPES WITH NON -CONDENSATE INDIRECT DRAINS. CONDENSATE PUMP INSTALLATION NO SCALE SEAN O. EISLER 24" DIAMETER CAST IRON MANHOLE RING WITH HEAVY DUTY GAS -TIGHT COVERS. DO NOT RENDER MANHOLES INACCESSIBLE PROVIDE FACTORY MANHOLE EXTENSIONS AS REQUIRED INLET REFER TO DRAWINGS FOR PIPE SIZES FLOOR SLAB INLET DIFFUSER AND FLOW CONTROL PROVIDED WITH INTERCEPTOR OUTLET DIFFUSER PROVIDED WITH INTERCEPTOR VENT, RE: FLOOR PLANS FOR SIZE AND CONTINUATION CAST IRON CLEANOUT `HOUSING WITH "CO" CAST IN �! HEAVY DUTY COVER OUTLET REFER TO DRAWINGS FOR PIPE SIZES SEAL WATERTIGHT (TYPICAL) GREASE INTERCEPTOR RE: SPECIFICATIONS AND SCHEDULES BED OF COMPACTED SAND BACK FILL PIPING ARRANGEMENT SHOWN IN SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. SUBMIT PROPOSED GREASE INTERCEPTOR INSTALLATION PLANS AND SPECIFICATIONS TO LOCAL AUTHORITIES FOR THEIR APPROVAL BEFORE ACQUISITION OF INTERCEPTOR. PROVIDE CAPACITY AS REQUIRED BY LOCAL AUTHORITIES. GREASE INTERCEPTOR NOT TO SCALE ADAPTER(S) AS REQUIRED TO CONNECT CONDENSATE DRAIN PIPE TO STUB ON EQUIPMENT. PROVIDE DRAIN PIPE ONE NOMINAL PIPE SIZE LARGER THAN EQUIPMENT CONNECTION SIZE, MINIMUM 3/4" PROVIDE TRAP DEPTH GREATER OF 4" OR 1/2" PLUS STATIC PRESSURE IN INCHES OF WATER COLUMN 6" TALL VENT OPEN TO ATMOSPHERE ONLY WHERE REQUIRED BY CODE FOR LENGTH OF INDIRECT DRAIN PIPE DISCHARGE AWAY FROM SERVICE AREAS OF UNIT, OR AT ROOF DRAIN OR GUTTER IF REQUIRED BY LOCAL AUTHORITIES OR SHOWN ON PLANS SUPPORT PIPE ON ROOF PER SPECIFICATIONS GAS FIRED ROOF -TOP AIR CONDITIONING UNIT OR MAKE-UP AIR UNIT PER MECHANICAL PLANS PIPE REDUCED FROM BRANCH PIPE SIZE TO UNIT CONNECTION SIZE, AT UNIT CONNECTION STUB INSTALL TEE TEN PIPE DIAMETERS MINIMUM DOWNSTREAM OF PRESSURE REGULATOR, IF REGULATOR SHOWN ON PLNS GROUND JOINT PIPE UNION GAS PRESSURE REGULATOR IF SHOWN ON PLANS, RE: SCHEDULES, AND SPECIFICATIONS GAS SHUT-OFF COCK FULL SIZE OF BRANCH PIPE. REFER TO PLAN FOR SIZE OF BRANCH PIPE LINE SIZE TEE, EXIT THRU SIDE OUTLET 3" LONG LINE SIZE DIRT LEG WITH BOTTOM MINIMUM 3-1/2" ABOVE ROOF ROOF PENETRATION PER SEPARATE DETAIL PIPE HANGER TO STRUCTURE NEAR RISER DO NOT INSTALL GAS VALVES IN CEILING PLENUM ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PROVIDE CONNECTIONS SHOWN IN EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. VERIFY CONNECTION LOCATIONS BEFORE INSTALLING PIPE RUNS. REFER TO SPECIFICATIONS FOR PIPE AND FITTING MATERIALS AND INSTALLATION. PROVIDE DIELECTRIC UNION IF CONNECTING DISSIMILAR METALS. FOR PIPE SIZE(S) REFER TO FLOOR PLANS, OR CODE REQUIREMENTS FOR HVAC UNIT TONNAGE. PROVIDE GAS COCK, UNION AND DIRT LEG SAME SIZE AS BRANCH PIPE. SLOPE CONDENSATE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE, 2% MINIMUM. PROVIDE CLEANOUTS IN ENDS AND TURNS OF PIPE PER LOCAL CODE REQUIREMENTS: ADAPTER WITH THREADED CLEANOUT PLUG. OMIT CONDENSATE DRAIN ON MAKEUP AIR UNIT. PROVIDE MINIMUM 6" CLEARANCE TO ROOF UNDER PIPES. CONNECTIONS TO ROOF -TOP UNIT NO SCALE 3/4" PIPE FROM COLD WATER SUPPLY TO WATER HEATER, WITH NO CHECK VALVES INTERVENING FDA -COMPLIANT BUTYL DIAPHRAGM WELDED STEEL EXPANSION TANK WITH POLYPROPYLENE LINING, NSF APROVED FOR DOMESTIC WATER SERVICE PIPE HANGER NEXT TO ELBOW PROVIDE DIELECTRIC PIPE UNION AT TANK CONNECTION FOR CONNECTION OF DISSIMILAR METALS AIR CHARGING VALVE. FILL TANK WITH AIR PRESSURE TO MATCH WATER PRESSURE. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. PROVIDE SEISMIC STRAP OR BRACING WHEN REQUIRED BY LOCAL AUTHORITIES. CONNECT BRANCH TO TOP OF MAIN, TO ALLOW FOR EXPANSION AND CONTRACTION OF MAIN PIPE RUN GAS PIPE MAIN ROOF SUPPORT PER SPECIFICATIONS SMALL EXPANSION TANK NOT TO SCALE FLOW GROUND JOINT UNION COORDINATE INSTALLATION OF FLASHING AND COUNTER FLASHING WITH DIVISION 7 ROOF INSULATION CUT ROOF FOR PIPE PENETRATION ANCHOR PIPE TO ROOF DECK STRUCTURE REFER TO PLANS FOR PIPE SIZE(S) AND PENETRATION LOCATION(S). REFER TO SPECIFICATIONS FOR MORE INFORMATION. LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS, VENTS THRU ROOF, EQUIPMENT CURBS, PARAPETS, ROOF DRAINS, EXPANSION JOINTS, AND OTHER ROOF FEATURES. GAS PIPE ROOF PENETRATION NO SCALE PROVIDE THERMOMETER IN TEE FITTING HOT WATER TO FIXTURES PIPE UNIONS (TYPICAL) ABOVE TOP OF TANK (TO FACILITATE REMOVAL OF WATER HEATER) PROVIDE DIELECTRIC PIPE UNION AT TANK CONNECTION FOR CONNECTION OF DISSIMILAR METALS (TYPICAL) PROVIDE 12"WIDE x 12"DEEP HEAT TRAP AT INLET AND OUTLET (TYPICAL) LINE SIZE GAS SUPPLY TO WATER HEATER GAS -FIRED WATER HEATER PER SPECIFICATIONS AND SCHEDULE GAS COCK UNION WITH GROUND JOINT 3" LONG DIRT LEG PROVIDE REDUCER AT EQUIPMENT CONNECTION IF REQUIRED SET WATER HEATER ON CONCRETE EQUIPMENT PAD PER SPECIFICATIONS PROVIDE AUTOMATIC VACUUM RELIEF VALVE ABOVE TOP OF TANK COLD WATER SUPPLY TO WATER HEATER COLD WATER BRANCH TO EXPANSION TANK i RECIRCULATION PUMP WITH UNION CONNECTIONS. PROVIDE SHUTOFF VALVE, AQUASTAT AND STRAINER UPSTREAM, CHECK VALVE AND SHUTOFF VALVE DOWNSTREAM CHECK VALVE TYPICAL SHUT-OFF VALVE INSTALL ASME TEMPERATURE AND PRESSURE RELIEF VALVE FURNISHED WITH WATER HEATER CONNECT TO TOP OR SIDE OF TANK AS REQUIRED FOR MODEL FURNISHED (TYPICAL) PROVIDE HARD COPPER RELIEF VALVE DISCHARGE PIPE FULL SIZE OF VALVE OUTLET. TERMINATE OVER APPROVED RECEPTOR WITH AIR GAP PER CODE. REFER TO FLOOR PLANS FOR LOCATION INSTALL DRAIN VALVE FURNISHED WITH WATER HEATER REFER TO SPECIFICATIONS, SCHEDULES, AND NOTES FOR MORE INFORMATION. PIPING ARRANGEMENT SHOWN IS SCHEMATIC; ADJUST TO SUIT FIELD CONDITIONS. VERIFY CONNECTION SIZES AND LOCATIONS WITH WATER HEATER FURNISHED. REFER TO FLOOR PLANS FOR PIPE SIZES AND CONTINUATIONS. PROVIDE SEISMIC STRAP OR BRACING AND FLEXIBLE CONNECTORS ON PIPE WHEN REQUIRED BY LOCAL AUTHORITIES. PROVIDE HEAT TRAP ON COLD WATER SUPPLY WHEN REQUIRED BY LOCAL AUTHORITIES. POWER WIRING AND DISCONNECT SWITCH ARE SPECIFIED BY ELECTRICAL. INTERLOCK OF AQUASTAT WITH RECIRCULATION PUMP IS SPECIFIED BY ELECTRICAL. ROOF HYDRANT, RE: SPECIFICATIONS AND SCHEDULES HOSE CONNECTION WITH INTEGRAL HOSE VACUUM BREAKER CONTINUOUS WELDED SEAM ROOF INSULATION ROOF DECKING ANGLE FRAMING GAS WATER HEATER AND PUMP NO SCALE STAINLESS SHROUD BRASS VALVE FLOAT ASSEMBLY .7COORDINATE ROOF MEMBRANE FLASHING WITH DIVISION 11 - INSTALL UNDER DECK FLANGE FURNISHED WITH HYDRANT TIGHT TO STRUCTURE 1/4" X 1-1/2" SET SCREW STAINLESS SHROUD 1" GALVANIZED NIPPLE SUPPLY TUBING, RE: FLOOR PLANS PIPING ARRANGEMENT SHOWN IS SCHEMATIC, ADJUST TO SUIT FIELD CONDITIONS. RE: FLOOR PLANS FOR LOCATION. ROOF HYDRANT DETAIL NO SCALE SET TOP OF DRAIN 1/4" BELOW FLOOR DATUM AND SLOPE FLOOR FOR 36" DIAMETER AROUND CONCRETE FLOOR SLAB WITH MEMBRANE COMBINATION WASTE AND VENT PIPE 4" DEEP SEAL P-TRAP l AREA DRAIN PER SPECIFICATIONS AND SCHEDULE, WITH 3" OUTLET. 3"x4" PIPE INCREASER, TRIM TO LENGTH REQUIRED BY DEPTH OF SANITARY BRANCH. MAXIMUM TAILPIECE LENGTH IS TWO FEET. LOCATE AREA DRAINS WHERE SHOWN ON DIMENSIONED FLOOR PLAN. PROVIDE PIPE MATERIAL, WITH EXCAVATION AND BACKFILL, PER SPECIFICATIONS. AREA DRAIN INSTALLATION NOT TO SCALE COORDINATE INSTALLATION OF FLASHING AND COUNTERFLASHING ROOF INSULATION CORE DRILL ROOF OR PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK. PROVIDE FIRE STOP SEAL BETWEEN PIPE AND SLEEVE OR DECK. PROVIDE PIPE INCREASER ON SMALLER VENT IF/WHERE CODE REQUIRES A MINIMUM 3" VENT THRU ROOF L_JI i MINIMUM 12" ABOVE ROOF NORMALLY. EXTEND TO HEIGHT OF PARAPET WHEN WITHIN 10' OF PARAPET, OR ABOVE MAXIMUM LOCAL SNOW DEPTH. ANCHOR PIPE TO C STRUCTURE. ROOF DECK MINIMUM 12" BELOW ROOF REFER TO SPECIFICATIONS FOR TYPE OF PIPE, FITTINGS, AND CONNECTORS. REFER TO PLANS FOR SIZE(S) AND LOCATION(S). LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, TWENTY FIVE FEET FROM ANY OPENING OR FRESH AIR INTAKE IN MEDICAL FACILITIES AND ONE FOOT FROM ANY VERTICAL SURFACE. REFER TO LOCAL CODES FOR OTHER VENT TERMINATION REQUIREMENTS. LOCATE VTR MINIMUM 18" FROM ADJACENT WALL, PARAPET, EXPANSION JOINT, ROOF DRAIN, EQUIPMENT CURB, OR OTHER ROOF FEATURE. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. INSULATE LAST SIX FEET OF VENT PIPE INSIDE BUILDING PER SPECIFICATIONS. VENT THRU ROOF ("VTR") NO SCALE *Asmara ...mArmwom•AAAJA REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2019 City of Tukwila BUILDING DIVISION nEcovEo CITY OF TUKWILA JUL 292019 PERMIT CENTER CONSULTANT CONSULTANT LOGO HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913.742.5000 FAX 913.742.5001 WWW.HENDERSONENGINEERS.COM 1950002714 WA. CORPORATE NUMBER: 1754 06/30/20 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. 1 DATE 07/26/19 DESCRIPTION REV #1 PROJECT NAME UWA5 SEATTLE PROJECT ADDRESS 18323 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUED FOR PERMIT PROJECT MANAGER: JAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL PROJECT NAME: UWA5 (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: PLUMBING DETAILS PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI BLDG FLOOR: 1 DRAWN DATE: 06/14/19 BUILDING TYPE: UWA5 APPROVED BY: SCALE: APPROVED DATE: AMAZON DISCLAIMER amazon THIS i OPERTCONTAINED OR REFLKTEINCLUDING OD EMBODIES CONFIDENTIALMITATION ALL INTELLECTUAL INFORMATION OF AMAZON FULFILLMENT SERVICES. INC. AND ITS TISTO) SAND IS PROVIDED WITH THE EMPRESS UNDERSTANDING HAT (I) IT WILL NOT BE REPRODUCED OR USED FOR ANY PURPOSE EXCEPT THAT FOR WHICH IT IS THAT IT SHALL BE RETURNED IMMEDIATELY OELMAN"�D, ANDD(3) IT IS OTHERWISE SUBJECT TO ALL THE TERMS OF ANT NONDISCLOSURE AGREEMENT BETWEEN MIAWR AND RECIPIENT. SHEET: P501 ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 TOTAL CONNECTED NATURAL GAS LOAD MECHANICAL EQUIPMENT EQUIPMENT DESIGNATION RTU-1 RTU-2 RTU-3 RTU-4 RTU-5 RTU-6 RTU-7 RTU-8 RTU-9 RTU-10 RTU-11 VVH-1 DESCRIPTION ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT ROOFTOP UNIT WATER HEATER TOTAL = TOTAL CONNECTED LOAD = CFH (EACH) 60 150 150 150 150 150 150 150 150 150 1620 1620 NATURAL GAS SYSTEM OPERATING PRESSURE: NATURAL GAS SYSTEM SIZED WITH TOTAL DEVELOPED LENGTH FROM GAS METER TO MOST REMOTE PIECE OF EQUIPMENT: SYSTEM DESIGN PRESSURE DROP: 7" W.G. 349 FEET 0.5" W.C. EXPANSION TANK SCHEDULE MARK MANUFACTURER/ MODEL # TANK SIZE (GALLONS) MIN. ACCEPTANCE VOLUME (GALLONS) AIR PRESSURE SETTING (PSI) SERVICE ET AMTROL ST-12 4.4 3.2 NOTE A TRANSFORMATION ROOM NOTES: A CHARGE TANK WITH AIR TO IDENTICAL PRESSURE AS STATIC DOMESTIC WATER PRESSURE. RECIRCULATION PUMP SCHEDULE MARK MANUFACTURER / MODEL# LOCATION GPM HEAD (FT.) CONNECTION SIZE IMPELLER SIZE (IN.) ELECTRICAL DATA NOTES VOLTS PHASE HP RP BELL 8L GOSSETT # NBF-9U TRANSFORMATION ROOM 1 7 3/4" N/A 120 1 1/18 A, B NOTES: A ALL LEAD FREE CAST BRONZE BOOSTER. B. PROVIDE WITH STRAINER UPSTREAM OF PUMP GAS STORAGE WATER HEATER SCHEDULE MARK MANUFACTURER/ MODEL# AREA SERVED TANK SIZE (GALLONS) INPUT MBH ELECTRICAL DATA RECOVERY (GPH) NOTES VOLTS PHASE FLA VVH-1 AO. SMITH # BTH-150 TRANSFORMATION ROOM 100 150 120 1 5 198 A, B, C, D NOTES: A 90° TEMPERATURE RISE WITH 140°F OPERATING TEMPERATURE. B. FURNISH WITH A O. SMITH # 9003910105 CONCENTRIC COMBUSTION AIR INTAKE AND EXHAUST KIT. C. ULTRA LOW NOx TYPE - RESIDUAL NOx IS LESS THAN 14 ng / joule. COMPLIES WITH SCAQMD RULE 1146.2 D. FURNISH WITH CONDENSATE NEUTRALIZATION KIT TO MATCH HEATER INPUT, AO SMITH # CNS SERIES INSTANTANEOUS ELECTRIC WATER HEATER SCHEDULE MARK MANUFACTURER/ AREA SERVED ELECTRICAL DATA TEMPERATURE RISE (DEGREES F) RECOVERY (GPM) FLOW SWITCH FLOW RATE NOTES MODEL# VOLTS PHASE KW AMPS WH-2 EEMAX# MT004277T RESTROOM 277 1 4.1 15.0 56 0.5 GPM 0.3 GPM A NOTES: A. THERMOSTATIC CONTROLLED - SET AT 105F. B. THERMOSTATIC CONTROLLED - SET AT 120F C. COMPLIANT UNDER CSA - C22.2 No. 64 / No. 88 PDI GREASE INTERCEPTOR CALCULATION 1 Count all contributing fixtures, measure and calculate capacities as follows: Rinse Sinks: 2 Pot Sinks: 3 Service Sinks: 1 1-A TOTAL = 20 20 Wx Wx Wx Wx Lx D cu_ in /231 = L x D cu. in /231 = L x D cu. in /231 = 20 Lx 12 D cu. in/231 = Wx 24 Lx 10 D Wx Lx 0.0 0.0 0.0 41.6 gallons gallons gallons gallons cu. in /231 = 62.3 gallons D cu. in /231 = 0.0 gallons 20 Wx 16 Lx 10 D cu. in /231 = 13.9 gallons 117.7 gallons 2 117.7 Total Gallons from 1-Ax0.75 (fill factors)/2 minute drain down period = 3 1 Number of Floor Sinks or Drains (Except Indirect Wastes from Above) x4.0 = 44.2 GPM 4 GPM 4 0 Number of Miscellaneous Kettle Lines, etc. at Capacity or at Manufacturers Rated Discharge = GPM = 0 GPM 5 0 Dishwasher: Manufacturer's Peak Rate of Drain Flow (Initial rate with full tank -Request from manufacturer) = GPM 5-A Alternate method for figuring dishwasher flow rate if actual peak rate of drain is unknown Dishwasher: Manufacturer's Rated Consumption per cycle: gallons x cycles per hr = gallons/hour/60 = 6 Specialized Equipment with discharge at 6-A TOTAL gpm = 0 GPM 0 GPM 0 GPM 48.2 GPM O PLUMBING FIXTURE SCHEDULE: FIXTURES IN THIS SCHEDULE OR THEIR APPROVED EQUIVALENT ARE PROVIDED BY THE PLUMBING CONTRACTOR. SUBMIT SHOP DRAWINGS ON EACH OF THESE ITEMS. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION AND INSTALLATION REQUIREMENTS. VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. CP CONDENSATE PUMP: LITTLE GIANT # VCC-20ULS, ABS TANK AND MOTOR COVER, 1/ 30 HP VERTICAL TYPE PUMP WITH STAINLESS STEEL MOTOR SHAFT, POLYPROPYLENE IMPELLER, CHECK VALVE, 3/ 10 GALLON RESERVOIR, CAPABLE OF 25 GALLONS PER HOUR AT 15' OF HEAD. PROVIDE WITH SAFETY SWITCH. COORDINATE INTERLOCK OF SAFETY SWITCH WITH FAN COIL UNIT TO SHUT DOWN UNIT IN THE EVENT OF PUMP FAILURE. ELECTRICAL REQUIREMENTS: 120-VOLT, 1.5 FULL LOAD AMPS. FCO FLOOR CLEANOUT: JAY R. SMITH, CAST IRON BODY, FLASHING FLANGE WITH CLAMPING COLLAR, ABS PLUG, AND ADJUSTABLE, ROUND, SECURED, NICKEL BRONZE, TOP. # 4031L (-F-C), SCORIATED TOP FOR EXPOSED, FLUSH WITH FINISHED FLOOR, APPLICATION(S), # 4031 L (-F-C-Y), STAINLESS STEEL MARKER FOR INSTALLATION IN CARPETED FLOOR AREA(S), # 4151 (-F-C), 1/8" RECESS FOR INSTALLATION IN TILED FLOOR AREA(S), # 4191 (-F-C), 1/2" RECESS FOR INSTALLATION IN TERRAZZO AND SIMILAR POURED FLOOR AREA(S). REFER TO SPECIFICATIONS FOR INSTALLATION. FD1 FLOOR DRAIN: JAY R. SMITH # 2005L (-B), CAST IRON BODY AND CLAMPING COLLAR, ADJUSTABLE 6" SQUARE NICKEL BRONZE STRAINER. PROVIDE TRAP PRIMER PORT IF TRAP PRIMER IS PROVIDED ON THE DRAWINGS. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. FS FLOOR SINK: JAY R. SMITH # 3101L (-12), 6" DEEP CAST IRON BODY WITH ACID RESISTING ENAMELED INTERIOR, ANCHOR FLANGE WITH SEEPAGE HOLES, CLAMP COLLAR, WHITE ABS SEDIMENT BUCKET, AND 8-1/2" SQUARE NICKEL BRONZE RIM AND HALF GRATE. USE PUSH -ON JOINT OF OUTLET SIZE AS SHOWN ON PLANS. GI GREASE INTERCEPTOR: SCHIER PRODUCTS GB-50, HDPE SEAMLESS HIGH DENSITY POLYETHYLENE BODY, 52 GALLON CAPACITY AND RATED FLOW RATE OF 50 GPM AND 249 POUNDS OF GREASE STORED, WITH INTEGRAL INLET AND OUTLET DIFFUSERS WITH ANIT-SIPHON AIR RELIEF, ONE 28" GASKETED COMPOSITE COVER. HB HOSE BIBB: PRIER PRODUCTS # C-158NP.75, ROUGH CHROME PLATED BRASS 3/4" FEMALE FIP INLET, 3/4" THREADED HOSE CONNECTION, METAL WHEEL HANDLE, AND ASSE 1011 INTEGRAL VACUUM BREAKER. LV WALL -MOUNTED LAVATORY (ADA ACCESSIBLE): AMERICAN STANDARD # 0355.012 "LUCERNE" 20-1/2" X 18-1/4" RECTANGULAR WALL MOUNTED WHITE VITREOUS CHINA FIXTURE WITH FAUCET LEDGE AND FRONT OVERFLOW. FAUCET- CHICAGO FAUCET # 802-VE2805ABXKCP 4" CENTERSET, VANDAL RESISTANT, LEAD FREE FAUCET WITH # 390 LEVER HANDLES, CERAMIC QUARTER TURN CARTRIDGES AND # E2805 0.5 GPM AERATOR. TRIM- McGUIRE # 155A GRID DRAIN WITH TAILPIECE, McGUIRE # LF2165CCLK LEAD FREE BRASS LOOSE KEY COMPRESSION ANGLE STOP VALVES WITH RISERS AND ESCUTCHEONS, McGUIRE # B8872CF 1-1/4" 17 GAUGE CAST CHROME PLATED BRASS ADJUSTABLE P-TRAP AND WASTE ARM WITH CLEANOUT PLUG AND ESCUTCHEON, CONCEALED ARM CARRIER WITH STANCHIONS TO FLOOR, AND PLUMBEREX "PRO -EXTREME" # X-4222 INSULATION KIT FOR WATER AND WASTE PIPES. RH ROOF NON -FREEZE POST HYDRANT: MAPA PRODUCTS # MPH-24FP FREEZE PROOF POST HYDRANT MEETING ASSE #1057 WITH BLACK POWDER COATED CAST ALUMINUM WEATHER -GUARD DOME HANDLE, STAINLESS STEEL SHROUD WITH WELDED STAINLESS STEEL FLANGE, UNDER DECK CLAMP, BRONZE GLOBE ANGLE VALVE, 3/4" HOSE CONNECTION, QUICK DISCONNECT WITH BUILT-IN VACUUM BREAKER, STAINLESS STEEL RESERVOIR. TMV THERMOSTATIC MIXING VALVE: POWERS # LFG480, SOLID LEAD FREE BRASS OR BRONZE BODY, THERMOSTATIC WAX ELEMENT, CORROSION RESISTANT INTERNAL PARTS, AND INTEGRAL CHECKS, ASSE 1070 COMPLIANT, CAPABLE OF 1.6 GPM WITH A 20 PSI DIFFERENTIAL AND A MINIMUM FLOW RATE OF 0.25 GPM. MAXIMUM TEMPERATURE STOP SET FOR 110 DEGREES. MOUNT BELOW THE PLUMBING FIXTURE WHERE INDICATED ON PLAN(S). TS TIME SWITCH: INTERMATIC #ET1705CSPST, 7 DAY, ONE CIRCUIT -SINGLE POLE SINGLE THROW, ELECTRONIC TIME SWITCH OR EQUAL BY TORK. TIME SWITCH SHALL BE MOTOR RATED (1 H.P. @ 120 VOLT, SINGLE PHASE), MINIMUM OF 20 SET POINTS (14 ON/OFF CYCLES) AND BATTERY BACK UP. COORDINATE WITH DIVISION 16 FOR INSTALLATION AND INTERLOCK OF TIME SWITCH IN SERIES WITH THE AQUASTAT AND RECIRCULATION PUMP. WC WALL -MOUNTED TANK WATER CLOSET (ADA ACCESSIBLE): TOTO # CT418F#01 "AQUIA" WALL MOUNTED, DUAL FLUSH, WHITE VITREOUS CHINA FIXTURE WITH ELONGATED BOWL, 0.9/1.6 GALLON DUAL FLUSH ACTION, AND TOTO # WT152M "DUOFIT" IN -WALL TANK AND CARRIER SYSTEM WITH COPPER SUPPLY LINE, WHITE FLUSH ACTUATOR PLATE AND DESIGNED TO FIT IN 2" X 6" STUD WALL.. PROVIDE WITH 3" CAST IRON OUTLET ELBOW. TRIM- CHURCH # 9500SSCT WHITE OPEN -FRONT CONTOURED, SOLID PLASTIC, HEAVY DUTY, SEAT LESS COVER WITH SELF-SUSTAINING CHECK HINGES AND STAINLESS STEEL BOLTS. McGUIRE # LF2166CC LEAD FREE BRASS ANGLE STOP VALVE WITH RISER AND CHROME -PLATED ESCUTCHEON. WCO WALL CLEANOUT: JAY R. SMITH # 4530S, CAST IRON CLEANOUT TEE, COUNTER SUNK PLUG, STAINLESS STEEL ROUND COVER AND SCREW, AND IRON PLUG WITH GASKET SEAL. REFER TO SPECIFICATIONS FOR INSTALLATION. WHA WATER HAMMER ARRESTER: PRECISION PLUMBING PRODUCTS, HARD DRAWN COPPER BODY WITH WROUGHT COPPER FITTINGS, PISTON TYPE WITH LUBRICATED EPDM "0" RING SEALS, MEETING ASSE 1010 OR PDI WH-201. PROVIDE PDI SIZES "A" THROUGH "F" AS SHOWN ON PLANS. PROVIDE SIZE "A" UNLESS SHOWN OTHERWISE ON THE PLANS. KITCHEN EQUIPMENT SCHEDULE (FURNISHED BY SINGER): FIXTURES IN THIS SCHEDULE ARE PROVIDED BY THE PLUMBING CONTRACTOR AND ARE FURNISHED BY THE SINGER EQUIPMENT COMPANY. CONTACT BRIAN RUTH - 610-906-9795 - BRUTH@SINGEREQUIPMENT.COM VERIFY ROUGH -IN REQUIREMENTS WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SHEET K-1 AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE PLUMBING FIXTURE MOUNTING HEIGHTS. 15 MOP SINK WITH SIDE SPLASH 15.1 WALL MOUNT MOP SINK FAUCET 18/18.1 WALL MOUNT HAND SINK WITH ELECTRONIC FAUCET 22 THREE COMPRTMENT SINK 22.1 3 COMPARTMENT SINK FAUCETS 25 ONE COMPARTMENT SINK WITH LEFT DRAIN BOARD 25.1 ONE COMPARTMENT SINK PRE -RINSE FAUCET 26 ONE COMPARTMENT SINK WITH RIGHT DRAIN BOARD 26.1 ONE COMPARTMENT SINK PRE -RINSE FAUCET REVIEWED FOR CODE COMPLIANCE APPROVED AUG 12 2019 City of Tukwila BUILDING DIVISION REcIIYEL CITY OF TUKWILA JUL 292019 PERMIT CENTER CONSULTANT CONSULTANT LOGO HENDERSON ENGINEERS 8345 LENEXA DRIVE, SUITE 300 LENEXA, KS 66214 TEL 913.742.5000 FAX 913.742.5001 WWW.HENDERSONENGINEERS.COM 1950002714 WA. CORPORATE NUMBER: 1754 06/30/20 COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. DATE DESCRIPTION 1 07/26/19 REV #1 PROJECT NAME UWA5 SEATTLE PROJECT ADDRESS 18323 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUED FOR PERMIT PROJECT MANAGER: TAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL . . . . . . . . . . . . . . . . . . . . . . PROJECT NAME: UWA5 (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: PLUMBING SCHEDULES PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI BLDG FLOOR: 1 DRAWN DATE: 06/14/19 BUILDING TYPE: UWA5 APPROVED BY: SCALE: APPROVED DATE: SEAN O. EISLER amazon AMAZON DISCLAIMER THIS DRAWING, INCLUDING WRMOUT LIMITATION ALL INTELLECTUAL , PROPERT CONTAINED OR REFLECTED, EMBODIES CONFIDENTIAL FORMATION OF AMAZON FULFILLMENT SERVICES, INC. AND ITS AFFILIATES AND IS PROVIDED WITH THE EXPRESS UNDERSTANDING THAT(1) Ertl( EILPT THAT FOREPRODUCED WHIC IT IS EXPSRESSLY PFOR ROVIDED, (X) THAT IT SHALL BE RETURNED IMMEDIATELYON DEMAND, AND (3) I IS OTHERWISE SUBJECT TO ALL THE TERMS OF ANY NONDISCLOSURE AGREEMENT BETWEEN AMAZON AND RECIPIENT. SHEET: P601 brr ARCHITECT OF RECORD: BRR ARCHITECTURE, INC 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 SPECIFICATION AND SUBMITTAL GB-50 dit 37" (94 cm 50 GPM Grease Interceptor for Indoor / Outdoor Use This unit is certified to ASME A112.14.3 (Type C) and CSA B481.1 and includes an internal flow control. External flow control with vent not required. SUBMITTAL Standard Location: indoor/outdoor Installation: above/below grade Flow Rates / Grease Capacities: 50 GPM (3.2 L/s) / 249 lbs. Solids Capacity:12.5 gal. Liquid Capacity: 52 gal. Weight: 92 lbs. Connections: 4" (100 mm) plain end Cover: bolted gas/water tight composite with 16,000 Ib. load rating Approval Options ❑ PLAIN-EA-24: 2" (50 mm) plain end fitting ❑ PLAIN-EA-34: 3" (75 mm) plain end fitting ❑ FPT-EA-23: 3" x 2" (75 mm x 50 mm) FPT fitting ❑ FPT-EA-34: 4" x 3" (100 mm x 75 mm) FPT fitting ❑ C24HP: H2O load rated pickable cast iron cover - 16,000 lbs. ❑ CC24: membrane clamping collar kit ❑ PP3: Pumpout Port ❑ AK1: High Water Anchor Kit Field Cut Risers ❑ SR24 5" - 23" field cut riser ❑ LR24 >23" - 38" field cut riser Signature: Date: Company: Specifying Engineer: Engineering Firm: SCHIER LIFETIME GUARANTEED ,k GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #: 4025-017-01 9500 Woodend Road I Edwardsville, KS 66111 -I Tel: 913-951-3 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer 00 1 www.schierproducts.com DATE: 4/16/2019 REV: ECO: U Copyright 2019 Schier, All Rights Reserved Page lof4 SPECIAL PRECAUTIONS - For Schier Grease Interceptor Installations - Failure voids your warranty o follow this guidance High Water Table Installations Interceptors and risers are not designed to withstand water table for direct burial height in excess of the top of the unit when buried (see figure). If it is possible for this to occur, install the interceptor and risers in a water -tight concrete vault or }:,lU:;:;-�� (Interceptor backfill with concrete or flowable fill (wet concrete and flowable backfill should be poured in stages to avoid crushing the interceptor). At risk areas include but are not limited to tidal surge areas, floodplains and areas that receive storm water. Great BasinTM models that are direct buried in high water table scenarios must be installed with an anchor kit. Models GB-50, GB-75, and GB-250 use model AKl anchor kit. Model GB-500 uses model AK2 anchor kit for use with deadmen anchors. max water table height �l model AK1 anchor kit Above Grade Installation Support (for Model GB-500 Only) The wet weight of the interceptor combined with high temperature kitchen water creates the potential for tank deformation when installed above grade. Model GB-500 installed above grade must be installed with Above Grade Support Kit model AGS2 to maintain structural integrity Fully Support Base of Unit Install unit on solid, level surface in contact with the entire footprint of unit base; for suspended installations design trapeze to support the wet weight of the unit. Do not partially support unit or suspend unit using metal U-channel to create a trapeze. concrete floor Intercept r suspended installation Support Inlet and Outlet Piping For above grade installations ensure heavy inlet and outlet piping (such as cast iron or long runs) is properly supported or suspended during the entire installation process to prevent connection failure or damage to bulkhead fittings. pipe supports oj SCHIER A LIFETIME GUARANTEED I, C,• GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #: 4025-017-01 9500 Woodend Road I Edwardsville, KS 66111 I Tel: 913-95 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer 3300 I www.schierproducts.com DATE: 4/16/2019 REV: ECO: : Copyright 2019 Schier; All Rights Reserved Page 3 of 4 SPECIAL PRECAUTIONS For Schier Grease Interceptor Installations - Failure to folio voids your warranty A WARNING! DO NOT AIR TEST UNIT OR RISER SYSTEM! Doing so may result in property damage, personal injury or death. /: \ CAUTION! Do not install this unit in any manner except as described in the installation instructions. Installation Instructions Installation instructions and additional components are included with the interceptor. Read all instructions prior to installation. This interceptor is intended to be installed by a licensed plumber in conformance with all local codes. installation instructions When Installing Interceptor Inside If your dishwashing sink(s) discharges into a floor drain/sink (drain), you must regulate the flow into the drain to avoid an overflow of water onto the kitchen floor. This can be done by installing a valve or flow restriction cap on the sink piping that discharges into the drain. See drawing for guidance. For detailed guidance on indirect connections, go to: webtools.schierproducts.com/Technical_Data/Indirect_Connections.pdf T 1 dimi lit O; 11 Fernco or similar v rubber flow restriction end cap 'y V`Imait ' Hydrostatic Slabs (or Pressure Slabs) When installed under a hydrostatic slab (slab designed to withstand upward lift, usually caused by hydrostatic pressure) interceptor must be enclosed in a watertight concrete vault. concrete slab subject to hydrostatic pressure watertight concrete vault Interceptor High Temperature Kitchen Water cold water supply line high temperature effluent ( > 150° F) approved backflow prevention assembly DTV (drain water tempering valve) 40 il iiiilltm- Interceptor o : ,I� �� II O I�� %� ■ interceptor ■ y�� J I'll 1 II directly connected indirectly connected If water is entering the interceptor at excessive temperature (over 150° F), a drain water tempering valve (DTV) and approved backflow prevention assembly must be installed. Most state and local plumbing codes prohibit water above 150° F being discharged into the sanitary sewer. Water above 150° F will weaken or deform PVC Schedule 40 pipe, poly drainage fixtures like interceptors and erode the coating of cast iron (leading to eventual failure). SCHIER > Ir LIFETIME GUARANTEED "it • GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #: 4025-017-01 9500 Woodend Road I Edwardsville, KS 66111 I Tel: 913-95 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer .schierproducts.com DATE: 4/16/2019 REV: ECO: w Copyright 2019 Schier, All Rights Reserved SPECIFICATIONS NOTES 1. 4" plain end inlet/outlet 2. Unit weight - w/composite cover: 92 lbs.; w/cast iron cover:172 lbs. (For wet weight add 433 lbs.) 3. Maximum operating temperature: 150° F continuous 4. Capacities - Liquid: 52 gal.; Grease: 249 lbs. Solids: 12.5 gal. 5. Built-in Flow control. 6. For gravity drainage applications only. 7. Do not use for pressure applications. 8. Cover placement allows full access to tank for proper maintenance. 9. Vent not required unless per local code. 10. Engineered inlet and outlet diffusers are removable to inspect / clean piping. 11. Integral air relief / Anti -siphon DIFFUSION FLOW TECHNOLOGY The inlet diffuser reduces turbulence, creates laminar flow and allows the entire tank volume to be utilized for efficient grease separation and minimal disturbance to existing grease and sediment layers. The integral air relief / anti -siphon at the outlet diffuser top allows pressure stabilization within the unit during operation. The outlet diffuser can easily be attached to any of the three outlets provided to ease job site piping layouts. ENGINEER SPECIFICATION GUIDE Schier Great BasinTm grease interceptor model # GB-50 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA B481.1, with field adjustable riser system, built-in flow control and three outlet options. Interceptor flow rate shall be 50 GPM. Interceptor grease capacity shall be 249 lbs. Cover shall provide water/gas-tight seal and have minimum 16,000 lbs. load capacity. CERTIFIED PERFORMANCE Great BasinTm hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A11214.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform Plumbing Code and the International Plumbing Code. Page 2 of 4 TOP VIEW Inlet Highway traffic load rated gas/ water tight bolted composite cover (16,000 lbs.) Outlet A (optional) Outlet B (standard) Outlet C (optional) SECTION A -A of inlet & outlet — 37" a 24-1/2" TYP 10-1/2" 28-1/2" 18" 5-1/2" Inlet Diffuser 15-3/4" Invert Integral Air Relief / Anti Siphon Static Water Line Outlet Diffuser OUTLET END VIEW 28" Cover adapter with up to 3-1/2" of adjustability Tie down point for anchor kit SCHIER f LIFETIME GUARANTEED " t►. GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #: 4025-017-01 DESCRIPTION: 50 GPM Polyethylene Grease Interceptor DWG BY: B. Karrer 9500 Woodend Road I Edwardsville, KS 66111 I Tel: 913-951-3300 I www.schierproducts.com DATE: 4/16/2019 REV: ECO: O Copyright 2019 Schier, Alt Rights Reserved - Page 4 of 4 NOTE: THE DOCUMENTATION CONTAINED ON THIS SHEET WAS NOT PREPARED BY HENDERSON ENGINEERS AND IS INCLUDED IN THIS SET FOR REFERENCE ONLY. HENDERSON ENGINEERS REVIEWED THE DOCUMENTATION ON THIS SHEET FOR GENERAL COMPLIANCE WITH DESIGN INTENT. SUPPLIER IS RESPONSIBLE THAT ALL FURNISHED EQUIPMENT ON THIS SHEET COMPLIES WITH APPLICABLE LOCAL, STATE, AND FEDERAL LAWS, CODES, AND REGULATIONS. ENTIRE SHEET ADDED REVIEWED FOR CODE COMPLIANCE APPROVED AU6 12 2019 City of Tukwila BUILDING DIVISION nocrIVED CITY Oil TUKWILA ILA JUL g 20 PERMIT CENTER CONSULTANT CONSULTANT LOGO COPYRIGHT NOTICE This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. ISSUES & REVISIONS NO. DATE DESCRIPTION 1 07/26/19 REV#1 PROJECT NAME UWA5 SEATTLE PROJECT ADDRESS ...................... 18323 ANDOVER PARK WEST TUKWILA, WA 98188 ISSUED FOR PERMIT PROJECT MANAGER: JAMES MCCARTY CHECKED BY: HEI DRAWN BY: HEI DOCUMENT DATE: 06/14/19 PROJECT NO. 1950002714 PROFESSIONAL SEAL PROJECT NAME: UWA5 (SEATTLE) BUILDING ADDRESS: 18323 ANDOVER PARK WEST TUKWILA, WA 98188 FILENAME: PLUMBING CUTSHEETS PROJECT YEAR: 2019 WW REGION: TODAYS DATE: 6/13/2019 DRAWN BY: HEI J BLDG FLOOR: 1 DRAWN DATE: 06/14/19 BUILDING TYPE: UWA5 APPROVED BY: SCALE: APPROVED DATE: ciift'O amazon AMAZON DISCLAIMER THIS PROPERT DRCTUAL AWING, ED OR REFLECTEDTEMBODIES CONFIDENTMITATION ALL IAL INFORMATION OF AMAZON FULFILLMENT SERVICES. INC AND ITS AFFIWITESAND IS PROVIDED WIN THE ExPRESS UNDERSTANDING ;UTERI TIM QCEAL NTHOATT(EORWRHCN IISERYO,ETPROVIDED.(3) OTHERWISE SUBJECT T ALL THE TERMS OF ANT NONDISCLOSURE IS AGREEMENT BETWEEN AMAZON AND RECIPIENT. SHEET: P602