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Home My WebLink AboutPermit PG19-0156 - CELLNETIX - NEW LAVATORY, WATER CLOSET, KITCHEN AND LAB SINKS ETCCELLNETIX 12501 E MARGINAL WAY S EXPIRED 08/23/2021 PGI 9-0156 Parcel No: Address: °~ xx ° Tukwila w~ u v x oa Department mfCommunity Development 63OUSouthoenterBoulevard, Suite #1DO Tukwila, Washington gB1Q8 Phone:2O6'431']678 Inspection Request Line: 206-438'9350 Web site: http://www.TukwilaWA.gov P0WW4B|PV P|plPWG PERMIT 7345600580 l25O1EMARGINAL WAY 5 Project Name: CELLNETIX Permit Number: PG19-0156 Issue Date: 11/7/2019 Permit Expires On: 5/5/2020 Owner: INTERNATIONAL GATEWAY EAST Address: 12201TUKVV|LA|NTRNTNLBL4TH, 6EATTLE,WA, 98168 Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: ROBERTF|X 5O053RDAVE I,IEATTLE,WA, 98134 N1[K|N5TRY[OLL[([ONSTKUCT0N) PO8OX24567,5EATTLE,WA, 98134 K8[K|N[L942DVV ''' Phone: (206)762-3311 Phone: (206)762'3311 Expiration Date: 3/16/2020 DESCRIPTION OFWORK: INSTALL ONE NEW LAVATORY, ONE WATER CLOSET, 3 NEW KITCHEN SINKS, 15 LAB SINKS AND 4 EMERGENCY EYEWASHING STATIONS. INCLUDES INSTALLATION OF A 2" AND A 4" REDUCED PRESSURE PRINCIPLE ASSY (RPPA)WATER DISTRICT 12S. Valuation cfWork: $271,470.00 Water District: lZS Sewer District: VALLEY VIEW Fees Collected: $760,55 Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code: VVACities Electrical Code: VVA[Z9O^468: : Permit Center Authorized Signature- 05 21 05 21 _ " Date: _ _/ | hearbycertify that | have read and examined this permit and know the same to betrue and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development p�Zmitand agree tnthe conditions attached tothis permit. Signature: This permit shall become null and void if the work isnot commenced within 18Odays for the date uf issuance or if the work is suspended or abandoned for a period of 180 days from the last inspection, PERMIT CONDITIONS: 1: ***PLUK4B|NG/GA3PIPING PERMIT [OND[DOmS*** 2: 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 be installed in compliance 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 betested and approved asrequired bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence nfthe 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 bready 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 tominimum R'3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than 18gauge. 9: Piping through concrete ormasonry 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 or partitions shall be protected inaccordance with the requirements ofthe building code. 11: Piping inthe ground shall belaid onafirm bed for its entire length. Trenches shall bebackfi||edinthin layers totwelve inches above the top nf the piping with clean earth, which shall not contain stones, boulders, cinder0||,frozen earth, orconstruction debris. 12: The issuance ofapermit orapproval ofplans and specifications shall not beconstrued tobeapermit 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 inall residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 4O2ofWashington State Amendments 15: 'PUBLIC WORKS PERMIT COND|T0N5**p 16: Installation of Reduced pressure principle assembly (RPPA) requires a separate inspection from Public Works; call (206) 433-0179 minimum 24 hours in advance to schedule. The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24hours |nadvance. All inspection requests for utility work must also bemade 24hours |nadvance, 17: The RPPA(s)shall beinstalled per manufacturer's specifications and tested byacertified tester. 18: Thereafter the RPPA(s) shall be tested annually at the property owner's expense & test report(s) shall be forwarded toWater District #1ZS,346US148thSt, Suite 11lTukwila, VVA98I68, phone(ZO6)Z42'9747;http://www.waterdistr\ctlZ5.com PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6)43#-U35O 8084 GROUNDWORK 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 8005 KOUGH'|NPLUyWB|NG CITY OF TUKW&) Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. p6 1 OtS-co Project No. Date Application Accepted: 1 0-15'—I Date Application Expires: t 3--)0 (For office use only) 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 Site Address: 12501 East Marginal Way S Tenant Name: Cellnetix King Co Assessor's Tax No.: 7345600580 Suite Number: PROPERTY OWNER Name: International Gateway East Address: 3716 S 126th St. City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Robert Fix Address: 5005 3rd Ave S City: Seattle State: WA Zip: 98134 Phone: (206) 762-3311 Fax: Email: permits@mckinstry.com Floor: 1 & 2 New Tenant: EJ Yes 121..No PLUMBING CONTRACTOR INFORMATION Company Name: McKinstry Co. LLC Address: 5005 3rd Ave S City: Seattle State: WA Zip: 98134 Phone: (206) 762-3311 Fax: Contr Reg No.: MCKINCL942DW Exp Date: 03/16/2020 Tukwila Business License No.: BUS-0994320 Valuation of Project (contractor's bid price): $ 271,476 Scope of Work (please provide detailed information): Install one new Lavatory, one Water Closet, 3 New Kitchen Sinks, 15 Lab Sinks and 4 Emergency Eye Washing stations. 118108-001 Building Use (per Intl Commercial Building Code) Commercial (per Int'l Building Code): Business/Group B Utility Purveyor: Water Seattle Public Utilities Seattle Public Utilities Sewer HAApplications \ Forms -Applications On Line\ 2011 Applications\ Plumbing Permit Application Revised 8-9-1 I sloes Revised: August 2011 Page 1 of 2 t'z'*41 Indicate type of plumbing fixtures and/ piping outlets being installed and the quantit,,Alow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain 2 Shower, single head trap Sinks 19 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) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent --, 2 CLECF121C—, 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 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 Fixture Type Qty Dental unit, cuspidor Floor .4*in I, S i A4 IL Receptor, indirect waste 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 t`A. 1titl LA . VA WES. 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 THO ZED A T: c Signature: p Date: 10/15/2019 Print Name: Robert Fix Day Telephone: (206) 762-3311 Mailing Address: 5005 3rd Ave S Seattle WA 98134 City State Zip HAApplications \ Forms -Applications On Line \ 2011 ApplicationstPlumbing Permit Application Revised 8-9-11.docx Revised August 2011 bh Page 2 of 2 Receipt Number R19757 DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $72.10 PG19-0156 Address: 12501 E MARGINAL WAY S Apn: 7345600580 $7 . 0 Credit Card Fee $2.10 Credit Card Fee R000.369.908.00.00 0.00 $2.10 PLUMBING $70.00 ADDITIONAL LAN REVIEW TOTAL FEES PAID BY RECEIPT: R19757 R000.345.830.00.00 1.00 $70.00 $72.10 Date Paid: Friday, January 17, 2020 Paid By: ROBERT FIX Pay Method: CREDIT CARD 046240 PrintedFriday. larniary 17. 2020 8:53 AM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK .mk 760.55 PG19-0156 Address: 12501 E MARGINAL WAY S Apn: 7345600580 $760.55 Credit Card Fee $22 15 Credit Card Fee R000.369.908.00.00 0.00 22,15 PLUMBING $710.00 PERMIT FEE R000.322.100.00.00 0.00 $533.00 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0,00 .00 PLAN CHECK FEE R000.322,103.00,00 0.00 42,00 TECHNOLOGY FEE $28.40 TECHNOLOGY FEE R000.322.900.04.00 0.00 $28.40 TOTAL FEES PAID BY RECEIPT: R18819 $760.55 Date Paid: Tuesday, October 15, 2019 Paid By: ROBERT FIX Pay Method: CREDIT CARD 038050 •••••••• Printed: Tuesday, October 15, 2019 8:20 AM 1 of 1 CO TUKwILA ETKAKIT 5208 SOUTH[ENTEK BLYD TUKWZL4' WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 01/17/2020 08:51:57 AM CREDIT CARD SALE VISA CARD NUMBER: **********2506 x TnAw AMOUNT: $72.10 xpPxOv»L [o: 045240 RECORD #: 080 cLsnx ID: szisv X {CARDHOLDER'S SIGNATUREJ I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant copy CO TUKWILA ETRAKIT 6200 50UTHCENTER BLVQ ToKWILA^ WA 98188 206'433'1870 CITY OF TVxwILx Date: 01/17/2020 e8:51:57 mn CREDIT CARD SALE VISA [4Ro NUMBER: **********2506 K TRAN AMOUNT: $72.10 APPROVAL [D; 046240 RECORD #: 000 CLERK ID: slisa Thank you! Customer Copy CO TUKWILA ETnAKIT 6200 SOVTHCENTER 8LVV TVKWIL4, WA 98188 206'433'1870 CITY OF TUKWILA Date: 18/15/2819 08:19:42 AM CREDIT CARD SALE VISA CARD NUMBER: *****+***2506 K TRAN AMOUNT: $700.55 APPROVAL [D: 038050 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy Permit Inspections City of Tukwila Permit Number: PG19-0156 Applied: 10/15/2019 Approved: 11/6/2019 Issued: 11/7/2019 Finaled: Status: ISSUED Parent Permit: Parent Project: Description: CELLNETIX Site Address: 12501 E MARGINAL WAY S City, State Zip Code:TUKWILA, WA 98168 Applicant: CELLNETIX Owner: INTERNATIONAL GATEWAY EAST Contractor: MCKINSTRY CO LLC (CONSTRUCTION) Details: INSTALL ONE NEW LAVATORY, ONE WATER CLOSET, 3 NEW KITCHEN SINKS, 15 LAB SINKS AND 4 EMERGENCY EYEWASHING STATIONS. INCLUDES INSTALLATION OF A2" AND A 4" REDUCED RESSURE PRINCIPLE ASSY (RPPA). WATER DISTRICT125. �®tCTIO S SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS GROUNDWORK Bill Centen Notes: PLUMBING FINAL Bill Centen Notes: BACKFLOW - WATERI Eric Pritchard Notes: 12/30/2019 AM 12/30/2019 ROUGH -IN PLUMBING Bill Centen PARTIAL APPROVAL 134534 Notes: 12/30/2019 - BC *Partial inspection on (2) 2" sanitary drains running through "Clean Room" These 2 drains are currently on test - ok 1/21/2020 AM 1/21/2020 ROUGH -IN PLUMBING Darrin Graham PARTIAL APPROVAL 562112 Notes: Overhead Supply / In wall supply tested 100 psi DWV overhead/in wall tested 5 psi Level 2 1. Breakroom E237 and Coffee room E212 not part of approval 1/31/2020 1/31/2020 ROUGH -IN PLUMBING Lee Sipe PARTIAL APPROVAL #3 Notes: OK - rough -in Water/DWV for 5 sinks OK to cover. rooms W216, W214, E212, E237. Printed: Tuesday, 24 August, 2021 1 of 2 4.1,4••- SUPERION 2/27/2020 AM 2/24/2020 GROUNDWORK Darrin Graham NOT APPROVED 1 273833 Notes: 4" waste grid line c.5 along 2 line Sink rough in 4" riser Called no answer, reschedule inspection. 3/9/2020 AM 3/9/2020 ROUGH -IN PLUMBING Darrin Graham PARTIAL APPROVAL 582539 Notes: 3/9/2020 Grid lines 2.8 along C.2 - C.5 Pump discharge line 1-1/2" - 2" Elevator shaft - approved 3/16/2020 AM 3/16/2020 ROUGH -IN PLUMBING Darrin Graham APPROVED 40786 Notes: West end DWV - test approved Water is on test - ok Grid line 4 A - F Line - ok 3/18/2020 AM 3/18/2020 GROUNDWORK Darrin Graham APPROVED #7 Notes: Rough in Plumbing DWV Grid line 3.5 to 6.5, Grid A to C.5 Cast iron test gauge @ 5psi 5/14/2020 AM 5/14/2020 PLUMBING FINAL Lee Sipe PARTIAL APPROVAL 50737 Notes: P/A Approved final pending final equipment installation. 5/15/2020 AM 5/15/2020 BACKFLOW - WATER Eric Pritchard NOT APPROVED 522349 Notes: RPBA enclosure does not meet city standards for draining to daylight due to mechanical flap opening. Unable to inspect RPBA assembly because the door won't open behind the curb. 8/20/2020 AM 8/21/2020 PLUMBING FINAL Lee Sipe PARTIAL APPROVAL 491295 Notes: need PW final. 8/24/2020 AM 8/24/2020 PUBLIC WORKS FINAL Eric Pritchard NOT APPROVED 315850 Notes: Hotbox door flap needs to be removed so that the RPPA can drain to daylight. Test cocks need to be plugged. I need a backflow test report from a certified BAT. 8/27/2020 AM 8/27/2020 PUBLIC WORKS FINAL Eric Pritchard APPROVED 105004 Notes: OK to final. Printed: Tuesday, 24 August, 2021 2 of 2 -4k SUPER ION &19- olSc) • • tf) 4k,c cr OPERMIT COORD COPY° PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0156 DATE: 10/15/2019 PROJECT NAME: CELLNETIX SITE ADDRESS: 12501 EAST MARGINAL WAY S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AI Pod/ Building Division ublic Works II Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division n Permit Coordinator In DATE: 10/15/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 11/12/2019 Approved with Conditions n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: E REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg El Fire Ej Ping D PW El Staff Initials: 12/18/2013 EBM!T COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0156 PROJECT NAME: CELLNETIX SITE ADDRESS: 12501 E MARGINAL WAY S Original Plan Submittal Response to Correction Letter # Revision # DATE: 12/20/2019 before Permit Issued X Revision # 1 after Permit Issued DEPARTMENTS: tri71g Division JJO n Public Works Fire Prevention Structural n E PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: Planning Division Permit Coordinator DATE: 12/24/19 Structural Review Required DATE: • LI APPROVALS OR CORRECTIONS: Approved Corrections Required n P (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues) DUE DATE: 1/21/2020 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire LI Ping 0 PW Staff Initials: 12/18/2013 It PROJECT NAME: (1.etikt ET/ )( PERMIT NO: 4)6/ t 9 D 5 to SITE ADDRESS: /9 5,0 fj/M2/10/14 (AYS.ORIGINAL ISSUE DATE: I ( - 7-0 REVISION LOG REVISION NO. DATE RECEIVED STAFF INI IALS ISSUED DATE STAFF INITIALS 19 / I ii — g-0A- . Summary of Revision: eti-ropj-i rtkec.-61 • . `1 n_s igaaPjay-, v Received by: 1(Lii.kg4) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received by: (please print) REVISION NO. DATE RECEIVED STAFF INITIALS ISSUED DATE STAFF INITIALS Summary of Revision: Received b : (please p City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: lutp://www.TukwilaW, REV SI SUBMITTAL. Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12, •2z)12-0(ci Plan Check/Permit Number: • Response to Incomplete Letter # O Response to Correction Letter # Li Revision # Revision # before Permit is Issued after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner E] Deferred Submittal # Project Name: Project Address: t-AAza, W Contact Person: 120EeCarr tX Phone Number: 9 I Sez 2-45E:cyk 1rrE cxtaztpar* 1.2459()CS-7--, Cet_Lkien V: RECEIVED CITY OF TUKWILP DEC 2 0 2019 PERMIT CENTER Summary of Revision: Sheet Number(s): "Cloud" or highlight all areas of evision including date of revision Received at the City of Tukwila Permit Center by: LI Entered in TRAKiT on CAUsers\Kandace-PRAppData\LocaRMicrosoft WindowskNetCacheContent.Outlook\QESSISYWORevision Submittal Formdoc Revised: August 2019 C nstry Ire Of Your Building City of Tukwila eie&Perm it Reference: Permit # PG19-0156 Project Name: CELLNETIX Project address: 12501 East Marginal Way S Tukwila, WA Permit Revisions: Dec. 18t'', 2019 The following revisions have been made to the project Plumbing plans to bring them into alignment with updated Architectural plans. We have dated these revisions as 12/12/2019: Sheet Revision Description P-001 Updated Plumbing Index. P-002 Added criteria to BOD for lab cold water. Added criteria to BOD for lab hot water and recirculation. Added criteria to BOD for corrosive resistant waste and vent piping. Updated lab vent specifications. Updated Lab waste specifications. P-003 Added S-3 to Plumbing Fixture Schedule. Added Sump Pump Schedule. Removed L-1 and WC-1 from Plumbing Fixture Schedule Added Thermal Expansion Tank Schedule. P-020 Removed WC-1 and L-1 from Sanitary Waste & Vent Diagram. Added S-1 to Sanitary Waste and Vent Diagram Added lab waste tie-in to Sanitary Waste and Vent Diagram. Revised Lab Waste & Vent Diagram to show lab waste routing to Sanitary. Removed FS-1 from Sanitary Waste & Vent Diagram. Added future grossing stations to Lab Waste & Vent Diagram. P-021 Added S-1 to Lab Water System Diagram. Removed Restroom W214 Water Diagram. Updated Coffee W216 Diagram to include Mothers W214. Revised Lab Water System Diagram to include various lab equipment connections. Updated Tempered Water System diagram to reflect revised pipe routing. P'111 Revised waste system routing. Added access panels. Revised Lab waste routing. Removed connections toVVC'1&L1,added connections toS'1inVV3l4. Added General Note D Removed Key Note 3,6,7and 1Zfrom 1O/14/19Permit Set and reassigned Key Note numbers inthe 12/12/19update. Key Note 9isnew. Removed waste connection toFS'1. Nolonger needed. Revised 2" DCVV Up location toJanitor Closet, P'112 Added General Note D P-121 Added5'1 and revised location at8rid|inesC-1. Removed VV[-1and L'1and added S'3. Added General Note D. Removed Key Note 3and 4from 1U/14/19Permit Set and reassigned Key Note numbers inthe 12/12/l9update. Key Note 3,4and 5are new, Added water connections for Millipore systems Added water and waste services for EQPO65,081,D64Q'O82. Added connections for future grossing stations. Revised locations for RPBP'2'1,TK4V'3'1 &TMV-J'Z and associated piping to Janitor Closet VV2O2. Previously these were in theVVZ15 Closet, Removed FS'1from VV31Scloset. Nolonger needed. p'122 Added General Note D. Removed Key Note 2 from 10/14/19 Permit Set and reassigned Key Note numbers inthe 13/12/19update. Key Note ]isnew. P'4OO Added General Note D. Removed Key Note Zfrom 1O/14/19Permit Set and reassigned Key Note numbers inthe 1Z/12/19update. Key Note 2'3,4,5,6are new. ' ' Added SP'1-U1for elevator sump to Level 01- Below Grade Plumbing Plan. Replaced Plumbing Section view Z/P-4ODwith Janitor Closet enlarged plan and associated elevation views. Please call [newith any questions that you may have at 206-832-8421. DmnidMa Senior Mechanical Engineer K8cKinoin/Co. 3 Department reupouono.dnc 2 0 Ncr Labor & Industries (https://lni.wa,00v) Contractors MCKINSTRY CO LLC Owner or tradesperson Principals ALLEN, DEAN CHARLES, PARTNER/MEMBER Hagar, Joseph Donald, PARTNER/MEMBER PEDERSEN, JAMIE D, AGENT MOORE, DOUGLAS JAMES, PARTNER/MEMBER (End: 03/01/2018) ALLEN, DAVID EDWARD, PARTNER/MEMBER (End: 03/01/2018) TEPLICKY, JOSEPH WILLIAM, PARTNER/MEMBER (End: 03/01/2018) Doing business as MCKINSTRY CO LLC WA UBI No. 602 569 922 PO BOX 24567 SEATTLE, WA 98134 206-762-3311 KING County Business type Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. MCKINCL942DW Effective — expiration 03/16/2006— 03/16/2020 Bond WESTERN SURETY CO Bond account no 929511574 $12,000.00 Received by L&I Effective date 09/02/2010 09/09/2010 Expiration date Until Canceled Insurance Travelers Indemnity Company Th $2,000,000.00 Policy no. VTC2KC05643B9011ND18 Received by L&I Effective date 11/14/2018 01/31/2018 Expiration date 01/31/2020 Insurance history No savings accounts during the previous 6 year period. ylerwAHUUF.rvt rW\Documents\118108-MP-CELLNETIX-v19 2/13/2019 11: ABBREVIATIONS GENERAL AD AFF AFC BHP BOP BOT C/L CLG CFM CO CO2 CSR DFU DISCH DN DS (E) EA EC EP EPO ESP (F) FA FDC FDN FLEX FLR FP FTG FU GA GALV GC HP HTG HTR IAW ID IN WC MC MFR MH MTD N/A NC NIC NO NOM NTS OC OD OVHD ACCESS DOOR ABOVE FINISHED FLOOR ABOVE FINISHED GRADE BRAKE HORSEPOWER BOTTOM OF PIPE BOTTOM CENTER LINE CEILING CUBIC FEET PER MINUTE CARBON MONOXIDE CARBON DIOXIDE CURRENT SENSING RELAY DRAINAGE FIXTURE UNIT DISCHARGE DOWN DISCONNECT SWITCH; DOOR SWITCH EXISTING EACH ELECTRICAL CONTRACTOR; END CAP ELECTRICAL PANEL; END PLUG EMERGENCY POWER OFF EXTERNAL STATIC PRESSURE FUTURE FIRE ALARM FIRE DEPARTMENT CONNECTION FOUNDATION FLEXIBLE FLOOR FIRE PROTECTION FOOTING FIXTURE UNIT GAGE GALVANIZED GENERAL CONTRACTOR HORSEPOWER; HIGH PRESSURE HEATING HEATER IN ACCORDANCE WITH INSIDE DIAMETER/DIMENSION INCHES WATER COLUMN MECHANICAL CONTRACTOR MANUFACTURER MANHOLE MOUNTED NOT APPLICABLE NORMALLY CLOSED NOT IN CONTRACT NORMALLY OPEN, NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD PERF PERFORATED POC POINT OF CONNECTION QTY (R) RCP REQD SECT SIM SPEC STD TBD TI TOC TOS TSP TYP QUANTITY RELOCATED REFLECTED CEILING PLAN REQUIRED SECTION SIMILAR SPECIFICATION STANDARD TO BE DETERMINED TENANT IMPROVEMENTS TOP OF CONCRETE TOP OF STEEL TOTAL STATIC PRESSURE TYPICAL UG UNDERGROUND UNO UNLESS NOTED OTHERWISE VFD VARIABLE FREQUENCY DRIVE VSD VARIABLE SPEED DRIVE W/ W/O WC WG WITH WITHOUT WATER COLUMN WATER GAUGE PLUMBING AD AREA DRAIN ADW ANIMAL DRINKING WATER AR ARGON BFS BOTTLE FILL STATION CO CRV CRW DCW DF DFBF DHW DHW-105° DHW-140° DHW-180° DHWR DIR DIS DR DS EWC EWCBF FCD FCO FD FE FI #2 G #5 G GARW GW GWW CLEAN OUT CORROSION RESISTANT VENT CORROSION RESISTANT WASTE DOMESTIC COLD WATER DRINKING FOUNTAIN DRINKING FOUNTAIN - BOTTLE FILLER DOMESTIC HOT WATER DOMESTIC HOT WATER -105 DEG F DOMESTIC HOT WATER -140 DEG F DOMESTIC HOT WATER -180 DEG F DOMESTIC HOT WATER RECIRCULATION DE -IONIZED WATER RETURN DE -IONIZED WATER SUPPLY WATER FEATURE DISPLAY RETURN WATER FEATURE DISPLAY SUPPLY ELECTRIC WATER COOLER ELECTRIC WATER COOLER - BOTTLE FILLER FLUE CONDENSATE DRAIN FLOOR CLEAN OUT FLOOR DRAIN WATER FEATURE FILTER EFFLUENT WATER FEATURE FILTER INFLUENT NATURAL GAS NATURAL GAS - LOW PRESSURE, 2 PSI NATURAL GAS - LOW PRESSURE, 5 PSI GARAGE WASTE GREASE WASTE GREY WATER WASTE HE HELIUM IA IE IRA IW LA LCW LHW LHWR LV LW INSTRUMENT AIR INVERT ELEVATION IRRIGATION INDIRECT WASTE LABORATORY AIR LABORATORY COLD WATER LABORATORY HOT WATER LABORATORY HOT WATER RETURN LABORATORY VENT LABORATORY WASTE MA MEDICAL AIR N2 N20 NPCW NPHW NPHWR LABORATORY GASEOUS NITROGEN MEDICAL NITROUS OXIDE NON POTABLE COLD WATER NON POTABLE HOT WATER NON POTABLE HOT WATER RETURN 02 OXYGEN , MEDICAL OR LABORATORY ORL OVERFLOW RAINWATER LEADER PD PHW PLBG PRV PSD RPBP RO ROR ROS RWL RWL FM PLANTER DRAIN DOMESTIC PREHEAT WATER PLUMBING PRESSURE REDUCING VALVE SUBSOIL DRAIN (PERFORATED) REDUCED PRESSURE BACKFLOW PREVENTER REVERSE OSMOSIS WATER REVERSE OSMOSIS WATER RETURN REVERSE OSMOSIS WATER SUPPLY RAINWATER LEADER RAINWATER LEADER FORCE MAIN RWR RECLAIM WATER RETURN RWS RECLAIM WATER SUPPLY SD SS SSD STORM DRAIN SANITARY SEWER SUBSOIL DRAIN TP TRAP PRIMER TW TEMPERED WATER (EMERGENCY ONLY) V VAC VTR W FM WC WGE WH WSFU SANITARY VENT MEDICAL VACUUM, LABORATORY VACUUM VENT THROUGH ROOF SANITARY WASTE SANITARY WASTE FORCE MAIN WATER CLOSET WASTE GAS EXTRACTION WATER HEATER WATER SUPPLY FIXTURE UNIT GENERAL INFORMATION SYMBOLS C 0 0 T v NEW PLUMBING WORK FUTURE TI SCOPE & NEW WORK OTHER THAN PLUMBING POINT OF CONNECTION POINT OF DEMOLITION CENTERLINE KEY NOTE REFERENCE PLUMBING FIXTURE CALLOUT (SEE PLUMBING SCHEDULES PLUMBING RISER CALLOUT (DCW; DHW; WN) PLUMBING RISER# PLAN NUMBER SHEET NUMBER WHERE PLAN SHOWN DETAIL OR DIAGRAM NUMBER SHEET NUMBER WHERE DETAIUDIAGRAM SHOWN SECTION LETTER SHEET NUMBER WHERE SECTION SHOWN REVISION NUMBER - DENOTES NUMBER AND DATE WHEN REVISION OR ISSUE OCCURED REVISION CLOUD - DENOTES AREA OF CHANGE DETAIL REFERENCE OUTLINE WITH NUMBER AND SHEET LOCATION PIPING IDENTIFICATION PLUMBING PIPING FITTINGS 0 0 0 VALVES Ibl --T DCW COLD WATER PIPE (POTABLE) DHW HOT WATER PIPE (POTABLE) DHWR HOT WATER CIRCULATING (POTABLE) V VENT PIPE (SANITARY) ALL OTHER PIPE TYPES - SEE ABREVIATION LIST TEE UP TEE DOWN TEE DN WI ELBOW TEE UP W/ ELBOW 90° ELBOW UP 90° ELBOW DN CAP UNION FLANGE FLEX HOSE CONNECTION DOUBLE BELLOWS FLEX CONNECTION SINGLE BELLOWS FLEX CONNECTION FLOW ARROW REDUCER SLOPE SYMBOL BREAK OR CONTINUATION SYMBOL DOWN SPOUT NOZZLE CLEANOUT MOTORIZED 2-WAY VALVE MOTORIZED 3-WAY VALVE PRESSURE REDUCING VALVE CONTROL VALVE RELIEF VALVE BALL VALVE 3-WAY GATE VALVE BUTTERFLY VALVE DIAPHRAGM VALVE CHECK VALVE NEEDLE VALVE GLOBE VALVE GLOBE VALVE ANGLE GLOBE VALVE 3-WAY GATE VALVE PLUG VALVE BALANCING VALVE HOSE BIBB AUTO FLOW VALVE PIPING ACCESSORIES ,LMV 4AV 4HAV 10 LRPBPI Y 0 PUMP MANUAL AIR VENT AUTOMATIC AIR VENT HIGH CAPACITY AIR VENT SHOCK ARRESTOR FLOW SWITCH VACUUM BREAKER PRESSURE GAUGE TEMPERATURE SENSOR TEMPERATURE INDICATOR(THERMOMETER) FLOW METER Y STRAINER W/ BALL VALVE PIPE SLEEVE STEAM TRAP PETES PLUG SUCTION DIFFUSER W/ STRAINER REDUCED PRESSURE BACKFLOW PREVENTOR FUNNEL DRAIN FLOOR DRAIN ROOF DRAIN ROOF OVERFLOW DRAIN FLOOR SINK VICINITY MAP LEGAL DESCRIPTION PARCEL NUMBER: 734560-0580 NAME: INTERNATIONAL GATEWAY EAST PLUMBING INDEX ALL DRAWINGS ARE INCLUDED IN EACH ISSUANCE, X INDICATES DRAWING SHEET REVISION. 1 - PERMIT SET 10/14/19 2 - PRELIM. CD SET 11/12/19 3 - CD SET 12/12/19 SHEET NO SHEET NAME P-001 PLUMBING LEGEND & ABBREVIATIONS X - X P-002 PLUMBING B.O.D & SPECIFICATIONS X X - P-003 PLUMBING SCHEDULES X X X P-020 PLUMBING WASTE AND VENT DIAGRAMS X X X P-021 PLUMBING DOMESTIC WATER DIAGRAMS X X X P-111 PLUMBING PLAN LEVEL 1 WEST X X X P-112 PLUMBING PLAN LEVEL 1 EAST X - - P-121 PLUMBING PLAN LEVEL 2 WEST X X X P-122 PLUMBING PLAN LEVEL 2 EAST X - P-400 PLUMBING ENLARGED PLANS & SECTION VIEWS X X X P-500 PLUMBING DETAILS X LEGAL: RIVERTON ADD LOTS 17 THRU 26 & THEW 50 FT OF LOT 9 BLOCK 8 OF RIVERTON REPLAT TGW LOTS 9 THRU 24 OF BLOCK 7 TGW VACATED 37TH AVE S ADJOINING BLOCK 7 & 8 UNDER VACATION ORDINANCE NO 1937 RECORDING NO 20001227002657 LESS PORTION OF LOTS 9 & 24 IN BLOCK 7 - BEGIN SW CORNER OF BLOCK 7 TH N 01-46-02 E 400.41 FT TO POINT OF BEGINNING TH N 90-00-00 E 420.13 FT TO POINT ON WLY LINE OF BLOCK 8 & TERMINUS OF SAID LINE LESS PORTION LOTS 16 THRU 20 BLOCK 7, VACATED 37TH AVE S ADJOINING BLOCKS 7 & 8 AS VACATED BY ORDINANCE N01937 LY SLY AND/OR WLY OF FOLLOWING DESCRIBED LINE BEGIN SE CORNER LOT 17 BLOCK 8 TH N 01.46-02 E 5 FT TO POINT ON LINE 5 FT NLY, MEASURED AT R/A, FROM S LINE OF BLOCK 7 & 8 AND POINT OF BEGINNING TH N 88-18-50 W 694.62 FT TO BEGIN OF CURVE CONCAVE TO NE WITH RADIUS OF 20 FT TH WLY & NLY ALONG ARC SAID CURVE THRU C/A 91-04-52 DISTANCE 31.79 FT TO POINT ON LINE 5 FT ELY. MEASURED AT R/A, FROM W LINE OF BLOCK 7 TH N 01-46-02 E 178,17 FT TO POINT ON N LINE OF LOT 4 DONALDSON ADD EXTENDED ELY TO TERMINUS OF THIS LINE LESS LOT 17 THRU 24 BLOCK 7 PORTION OF REVISED LOT B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L2000 027 RECORDING NO 200102211001777 GENERAL NOTES 1. VERIFY LOCATIONS AND DIMENSIONS OF ALL EQUIPMENT AND COORDINATE ALL WORK PRIOR TO START OF CONSTRUCTION. 2. OBTAIN APPROVAL OF STRUCTURAL ENGINEER PRIOR TO INSTALLATION OF PENETRATIONS NOT PREVIOUSLY COORDINATED OR AGREED UPON, I.E. ANCHOR BOLT DEPTHS, ETC. 3. CONCRETE EQUIPMENT CURBS, PIPING RAT SLABS, SUMP BASINS, AND HOUSEKEEPING PADS ARE SHOWN FOR APPROXIMATE LOCATION AND SIZE AND ARE TO BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE PROVIDED, REFER TO STRUCTURAL INFO FOR ADDITIONAL DETAILS. 4. HVAC EQUIPMENT SHALL NOT BE SIZED LARGER THAN THE NEXT LARGEST SIZE BASED ON LOAD CALCULATION. WSEC C403.2.2. 5. OCCUPIED SPACES ARE MECHANICALLY VENTILATED. SYSTEMS ARE DESIGNED TO PROVIDE MINIMUM OUTSIDE AIR PER MECHANICAL CODE AND SHALL NOT EXCEED 150% CALCULATED VALUE, WSEC 403.2.6 & 403.2.11.4. 6. COMPLETION AND COMMISSIONING FOR MECHANICAL SYSTEMS: A. MECHANICAL SYSTEMS, EQUIPMENT AND CONTROL SHALL BE COMMISSIONED PER WSEC 408.2. B. COMMISSIONING PLAN IS REQUIRED TO BE PREPARED BY CERTIFIED COMMISSIONING PROFESSIONAL AND SUBMITTED TO THE AHJ PRIOR TO FIRST MECHANICAL INSPECTION, PER WSEC 408.1.2. INCLUDE NARRATIVE OF ACTIVITIES, RESPONSIBILITIES OF Cx TEAM, SCHEDULE OF ACTIVITIES AND CONFLICT OF INTEREST PLAN. a. PROVIDE SUMMARY OF REPORT OR COMPLIANCE CHECKLIST (SEE C408.1.4.2) AND PROVIDE TO OWNER PRIOR TO FINAL MECHANICAL INSPECTION. C. BALANCE SYSTEMS TO WITHIN TOLERANCES SPECIFIED. FIRST BALANCE TO MINIMIZE THROTTLING LOSSES THEN TO MEET DESIGN FLOW, WSEC 408.2.2. D. PROVIDE RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO THE OWNER PER WSEC C103.6. E. PROVIDE MAINTENANCE MANUALS FOR ALL MECHANICAL EQUIPMENT, WSEC C103.6. F. PROVIDE OWNERS OPERATING PERSONNEL TRAINING FOR MECHANICAL EQUIPMENT, WSEC C103.6. G. PROVIDE WSEC COMPLIANCE FORMS AND CALCULATIONS, WSEC C103.6. 7. MINIMUM VENTILATION QUANTITIES WILL COMPLY WITH OR EXCEED THE 2015 INTERNATIONAL MECHANICAL CODE. 8. ALL SYSTEMS WILL BE INSULATED AS PRESCRIBED IN WSEC C403.2.8.1. 9. VERIFY THAT ALL NECESSARY INFORMATION HAS BEEN PROVIDED PRIOR TO CONNECTION OF EQUIPMENT FURNISHED BY THE OWNER OR OTHERS. 10. FOR ADDITIONAL SYSTEM AND EQUIPMENT SEISMIC REQUIREMENTS, REFER TO STRUCTURAL SEISMIC TIE -DOWN INFORMATION AND BACK-UP CALCULATIONS ARE PROVIDED SEPARATELY. 11. REFER TO CIVIL DRAWINGS FOR UTILITY WORK 0-0" BEYOND THE BUILDING LINE. 12. ALL WORK SHALL BE NEW AND PROVIDED UNDER THIS CONTRACT UNLESS SPECIFICALLY MARKED AS EXISTING, EXIST, OR (E). PG1 9-0156 PEV!SI SEPARATE PERMIT R UIRED FOR: Mechanical Electrical ❑ Plumbing Gas Piping City of Tukwila BUILDING DIVISION RECEIVED' ((L262014 LI1:WII A WORKS RECEIVED CITY OF TUKWILA DEC 2 0 2019 PERMIT CENTER S A B Architects 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www,sabarch.com CELLNETIX FACILITY RELOCATION ,,C)e, l 7, • ( CONSTRUCTION DRAWING SET REVIEWED FOR CODE COMPLIANCE APPROVED JAN 17 2020 City of Tukwila BUILDING DIVISION SPACE FOR OFFICIAL CITY USE ONLY PLUMBING LEGEND & ABBREVIATIONS DATE CHECKED BY PROJECT NUMBER 12/12/2019 DM 118108 firOlup P-0O1 i�u PLUMBING BASIS OF DESIGN ITEM # SYSTEM CRITERIA r CRITERIA SOURCE CODE BASIS FOR PROJECT 1-1 CODE 2015 UNIFORM PLUMBING CODE ENFORCED BY LOCAL JURISDICTION TUKWILA 1-2 CODE 2015 WASHINGTON STATE ENERGY CODE TUKWILA 1 BASIS FOR EXISTING DOMESTIC WATER SYSTEM 2-1 TEMPERATURE ENTERING WATER TEMPERATURE = 50°F EXISTING 2-2 WATER PRESSURE 70 PSI EXISTING BASIS FOR SCOPE OF WORK 3-1 PLUMBING FIXTURES - PROVIDE AND INSTALL (1) UWATORY. - PROVIDE AND INSTALL (1) WATER CLOSET. - PROVIDE AND INSTALL (3) NEW KITCHEN SINK. DESIGN APPROACH 3-2 LAB FIXTURES - INSTALL (15) EXISTING LAB SINKS. PROVIDE AND INSTALL (4) NEW EMERGENCY EYE WASH/SHOWER STATIONS. DESIGN APPROACH 3-3 DOMESTIC WATER INSTALL DOMESTIC COLD AND HOT WATER AS INDICATED ON PLANS. PIPE SHALL NOT EXCEED 8 FPS VELOCITY FOR COLD WATER PIPING AND 5 FPS VELOCTIY FOR HOT WATER PIPING. DESIGN APPROACH 3-4 PRESSURE REDUCING BACKFLOW , PREVENTERS PROVIDE AND INSTALL BACKFLOW PREVENTERS FOR LAB COLD WATER LINES & HVAC MAKE UP WATER SYTEM. DESIGN APPROACH 3-5 EQUIPMENT PROVIDE AND INSTALL (1) 90kW, 120 GAL STORAGE WATER HEATER TO SERVE THE LAB HOT WATER SYSTEM. PROVIDE AND INSTALL (1) 15kW, 120 GAL STORAGE WATER HEATER TO SERVE THE TEMPERED WATER SYSTEM. PROVIDE AND INSTALL (1) 5.5 kW INSTANTANEOUS WATER HEATER TO SERVE A NEW SINK LOCATED IN ROOM W102. DESIGN APPROACH 3-6 LAB COLD WATER L E R STATIONS. ALL GROSS NG STATIONS TO BE PROVIDED WITH NECESSARY FLEXIBLE LAB COLD WATER CONNECTIO S. DESIGN APPROACH 3-7 LAB HOT WATER & RECIRCUIATION.2 IN ' LL A NEW I"' : WATERL TO SERV L LABORA RY SINKS GROSSI STATIONS. INSTALL A NEW THERMOSTATIC MIXING VALVE OFF OF LAB COLD AND HOT WATER SYSTEM TO ENSURE WATER TEMPERATURE DELIVERED BELOW 120F. LL A IRC N AC 0 VE E IT F ST LABO TORY FIXTU E. ALL GROSSING STATIONS TO BE PROVIDED WITH NECESSARY FLEXIBLE LAB HOT WATER CONNECTIONS. DESIGN APPROACH 33 TEMPDWATER SYSTEM P IDEANDI ALL THER TATIC MI VALVE 0 OF DOMES COLD AN WAT ERSYSTEMT°PR°VDETEMPERE DWATERT O ALLEMERGENCYEYEAASH/SHOWER FIXTURESTEMPEREDWATERSYSTEMDEs,GNEDWTHD,vER,TyoF2FuREs SIMULTANEOUSLY USED. DESIGN APPROACH 3-9 LAB GASES NO SPECIALTY GASES IN SCOPE OF WORK. DESIGN APPROACH 3-10 WASTE AND VENT INSTALL NEW WASTE SYSTEM IN CEILING BELOW AND CONNECT TO EXISTING BUILDING WASTE PIPE. INSTALL NEW VENT SYSTEM IN CEILING OF SECOND FLOOR AND DISCHARGE THROUGH THE ROOF. DESIGN APPROACH 3-11 CORROSIVE RESISTANT WAST AND VENT INSTALL NEW CORROSIVE RESISTANT WASTE SYSTEM FOR THE GROSSING STATIONS IN CEILIN BELOWA ROUTE TO ELOW SLA ANITARY STE PIPIN ALL RO ISTA SY R T SIN NS CEI ING OF SECON FLOOR AN DISCHARG THROUGH E ROOF. 2 ALL GROSSING STATIONS TO BE PROVIDED WITH NECESSARY FLEXIBLE WASTE CONNECTIONS. LOCALIZED GROSSING STATION CHEMICAL WASTE CONTAINMENT SYSTEMS BYSWNER. DESIGN APPROACH LNETIX-v19_tylerwAHUUF.rvt 3/2019 11:55144164rs\TylerVV\Documents\118108-MP-CE PLUMBING SPECIFICATION PRESSURE TEST PROCEDURE SEISMIC INSULATION ID CATEGORY SERVICE DESCRIPTION MANUFACTURER, PRODUCT OR EQUAL MED"i"1 TEST PRESSURE DURATION CODE IMPORTANCE IP & JACKETING DCW, DHW DHWR, TW (POTABLE) DOMESTIC COLD WATER DOMESTIC HOT WATER to 160 DEG F DOMESTIC HOT WATER RECIRCULATION TO 160 DEG F. TEMPERED WATER DOMESTIC HOT AND COLD WATER SERVICE COMPLY WITH NSF-61 AND NSF 372 100% OF OPERATING PRESSURE 15 MINUTES OR MFG SPEC UPC CHAPTER 6 NSF 61 UPC APPENDIX A IAPM0 INSTALLATION STANDARDS 1.0 PER W.S.E.0 SEE INSULATION SCHEDULE NO INSERTS AT HANGERS USE INSERTS AT CLAMPS INSERTS TO BE STYRENE PIPE IDENTIFICATION MARKERW'lLHITE LETTERING ON GREEN BACKGROUND OPERATING PRESSURE UP TO 100 PSI; SET RELIEF TO XXX PSI WATER or AIR (NOT FOR PLASTIC PIPE) SIZES THRU 2'' PIPE MATERIAL COPPER TUBE TYPE L ASTM B88 PER SUBMITTAL JOINTS L,FIT MECHANICALCOMPRESSION - THREADED AT SPECIA T ES JOINTS SWEAT: WATER BASED FLUX ASTM 8813; LEAD FREE SOLDER ASTM B-32 JOINTS SILVER BRAZED : PER UPC CHAPTER 6 COUPLINGS COPPER -LEAD FREE- PRESS FIT MECHANICAL COMPRESSION - ASME B16.1 / 16.22 VIEGA PROPRESS; EPDM SEAL (BLACK), APOLLO PRESS (EPDM) FITTINGS COPPER -LEAD FREE- PRESS FIT MECHANICAL COMPRESSION - ASME B16.1 / 16,22 VIEGA PROPRESS; EPDM SEAL (BLACK), APOLLO PRESS (EPDM) FITTINGS CAST BRONZE -SWEAT- ASTM B584 - LEAD FREE - NSF 61 VALVES - ISOLATION PRESS FIT LEAD FREE BRONZE BALL VALVE -FULL PORT-1/4 TURN - NSF 61G & 372 MILWAUKEE UPBA-480B; VIEGA PROPRESS-2971 or 2970;APOLLO 77VLF-100 MILWAUKEE UPBA-4858, APOLLO 77CLF-200 VALVES - ISOLATION (ALT) _ SWEAT - LEAD FREE 2-PC BRONZE BALL VALVE -FULL PORT - 1/4 TURN - NSF 61G & 372 SIZES 2-1/2" AND UP PIPE MATERIAL STAINLESS STEEL PIPE TYPE 304L SCH 10S A3 2 SEAMLESS PER SUBMITTAL JOINTS BUTT WELD - GROOVED (ALTERNATE) COUPLINGS GROOVED GALVANIZED DUCTILE IRON RIGID -COUPLING - NSF 61 & NSF 372 VICTAULIC - STYLE 89 - EPDM GASKET FITTINGS SCH 10S TYPE 304 SS - ASTM A403 VICTAULIC - PER SUBMITTAL VALVES - ISOLATION DUCTILE IRON- LINED - BUTTERFLY VALVE - LUGGED - MSS-SP 67 & N F- 72 MILWAUKEE CL223E; APOLLO LD-141 - EPDM LINER VALVES- ISOLATION (ALT) GROOVED STAINLESS STEEL - BUTTERFLY - EPDM SEAL - NSF 61 & NSF 372 V CTAULIC SERIES 461 - EPDM GASKET/O-RING LCW, LHW, LHWR (NON -POTABLE) LAB COLD WATER LAB HOT WATER TO 160 DEG F LAB HOT WATER RECIRCULATION TO 160 DEG F HOT & COLD WATER SERVICE FOR INDUSTRIAL OR LABORATORY PROCESS WATER or AIR (NOT FOR PLASTIC PIPE - EXCEPT FOR PEX) 100% OF OPERATING PRESSURE 15 MINUTES OR MFG SPEC UPC CHAPTER 6 1.0 PER W.S.E.0 SEE INSULATION SCHEDULE NO INSERTS AT HANGERS USE INSERTS AT CLAMPS INSERTS TO BE STYRENE PIPE ISENTIFICATISN MARKER CAUTION: NON POTABLE WATER, DO NOT DRINK - BLRCK LETTERS ON YELLOW BACKGROUND OPERATINGSPERATINSPRESSSRE UP TO 100 PSI; SET RELIEF TO XXX PSI SIZES THRU 2" PIPE MATERIAL COPPER TUBE TYPE L ASTM B88 PER SUBMITTAL JOINTS PRESS -FIT MECHANICAL COMPRESSION - THREADED AT SPECIALTIES JOINTS SWEAT: FLUX ASTM B8 3; LEAD FREE SOLDER AST B- 21 COUPLINGS COPPER - PRESS FIT MECHANICAL COMPRESSION - ASME B16.1 / 16.22 VIEGA PROPRESS; EPDM SEAL (BLACK), APOLLO PRESS EPDM) FITTINGS COPPER- PRESS FIT MECHANICAL COMPRESSION - ASME B16.1 / 16.22 VIEGA PROPRESS; EPDM SEAL (BLACK), APOLLO PRESS (EPDM) FITTINGS CAST BRONZE -S T- ASTM 8584 VALUES- ISOLATION PRESS FIT BRONZE BALL VALVE-FU PORT-1/4 TURN MBWAUKEE BA-480B; VIEGA PROPRESS-2973; APOLLO 77V-100 MILWAUKEE BA-485B; APOLLO 77C-200 VALVES- ISOLATION SWEAT- 2-PC BRONZE BALL VALVE -FUL PORT - /4 TURN SIZES 2-1/2" AND UP PIPE MATERIAL STAIN ESS STEE PIPE TYPE 304L SCH 10S A312 SEAMLESS PER SUBMITTAL JOINTS GROOVED COUPLINGS GROOVED GALVANIZED DUCTILE IRON RIGID -COUPLING VICTAULIC - STYLE 89 - EPDM GASKET FITTINGS GROOVED SCH 10S TYPE 304 SS - ASTM A403 VICTAULIC - PER SUBMITTAL VALVES - ISOLATION DUCTILE IRON - LINED - BUTTERFLY VALVE - LUGGED - MSS-SP 67 MILWAUKEE CL223E; APOLLO LD-141 - EPDM LINER VALVES - ISOLATION (ALT) GROOVED STAINLESS STEEL - BUTTERFLY - EPDM SEAL VICTAULIC SERIES 763 - EPDM GASKET/O-RING VALVES- ISOLATION (ALT) GROOVED DUCTILE IRON -NYLON COATED- BUTTERFLY- EPDM SEAL VICTAULIC 300 SERIES 761 - EPDM GASKET; ANVIL AN-7721-3; TP (NON -POTABLE) TRAP PRIMER - ABOVE GROUND TRAP PRIMER WATER WATER 10 FT HEAD FILL SYSTEM FROM LOWEST TO HIGHEST POINT OF TEST SECTION DO NOT USE AIR FOR PLASTIC PIPE TESTING 15 MINUTES UPC CHAPTER 7 10 NIA OPERATING PRESSURE DESIGN HEAD PRESSURE TO ACCOMMODATE LIFT REQUIRED SIZES UP TO 1/2" PIPE MATERIAL COPPER TUBE TYPE L SOFT ANEALED (PREFERRED) ASTMB88 OR COPPER TUBE TYPE L HARD DRAWN ASTM B88 PER SUBMITTAL JOINTS SWEAT; WATER BASED FLUX ASTM B813; LEAD FREE SSLDERASTMB-321 PER SUBMITTAL FITTINGS WROT COPPER - SWEAT - ASTM BTS PER SUBM TTAL FITTINGS C T RONZE -SWEAT- ASTM 8584 V SANITARY VENT - ABOVE GROUND SANITARY VENT - CAST IRON WATER WATER 10 FT HEAD SYSTEM FROM LOWEST TO HIGHEST POINT OF TEST SECTION DO NOT USE AIR FOR PLASTIC PIPE TESTING VISUAL INSPECTION WITH NO LEAKS UPC CHAPTER 9 1.0 NIA PIPE IDENTIFICATION MARKER WHITE LETTERING ON GREEN BACKGROUND OPERATING PRESSURE UP TO 5 PSI 1FILL ALL SIZES (1) PIPE MATERIAL CAST IRON NO -HUB ASTM A 8 8 C SPI 301 PER SUBMITTAL JOINTS NHCI COUPLINGS- STANDARD - CISPI 310 & ASTM C 1277 PER SUBMITTAL FITTINGS CAST IRON DRAIN PATTERNS CISPI 301 PER SUBMITTAL LV , CRV LAB VENT, CORROSION RESISTANT VENT - ABOVE GROUND LAB - CORROSION RESISTANT VENT WATER WATER 10 FT HEAD FILL SYSTEM FROM LOWEST TO HIGHEST POINT OF TEST SECTION DO NOT USE AIR FOR PLASTIC PIPE VISUAL INSPECTION WITH NO LEAKS UPC CHAPTER 9 1.0 .) I NIA I P PE IDENTIFICATION MARKER PER NFPA 99 & UPC - SEE SPECIFICATION OPERATING PRESSURE UP TO 5 PSI ALL SIZES ( ) ENGINEER TO DETERMINE CHEMICALS INTHEWASTE PIPE MATERIAL CPVC SCH DVVV FSRCHEMICAL WASTESYSTEMSASTM 72618 PER SUBMITTAL - FUSEAL JOINTS SOLVENT WELD ASTM 7493 PERSUBMITTAL FITTINGS CPVC SOCKET FITTINGS ASTM F26 8 MADE TO ASTM 03311 PERSUBMITTAL-FUSEALTESTING WATER 1 oVVFATTHEEAR FILL SYSTEM FROM LOWEST TO HIGHEST POINT OF TEST SECTION DO NOT USE AIR FOR PLASTIC PIPE TESTING VISUAL INSPECTION WITH NO LEAKS UPC CHAPTER 7 1.0 NIA PIPE IDENTIFICATION MARKER WHITE LETTERING ON GREEN BACKGROUND OPERATING PRESSURE UP TO 5 PS A L SIZES (1 PIPE MATERIAL CAST IRON NO -HUB ASTM A 888 AND CISPI 301 PERSUBMITTAL JOINTS NHCI COUPLINGS- STANDARD-CISPI 310 & ASTM C 1277 PER SUBMITTAL TGs CAST IRON DRAIN PATTERNS CISPI 30 PER SUBMITTAL LW , C W ACID WASTE, CORROSION RESISTANT WASTE -ABOVE GROUND LABORATORY ACID WASTE, LABORATORY CORROS ON RESISTANT WASTE WATER 1 ; WATER 10 FT HEAD FILL SYSTEM FROM LOWEST TO HIGHEST POINT OF TEST SECTION DO NOT USE AIR FOR PLASTIC PIPE TESTING VISUAL INSPECTION WITH NO LEAKS UPC CHAPTER 7 1.0 N/A PIPE IDENTIFICATION MARKER PER NFPA 99 & UPC - SEE SPECIFICATION OPERATING PRESSURE UP TO 5 PSI ALL SIZES (1) ENGINEER TO DETERMINE CHEMICALS IN THE WASTE PIPE MATERIAL CPVC SCH DVVV FOR CHEMICAL WASTE SYSTEMS ASTM 72618 , PER SUBMITTAL - FUSEAL JOINTS SOLVENTWELDASTM F 93 PER SUBMITTAL FITTINGS CPVC SOCKET FITTINGS ASTM F2S18MADETOASTM D3311 PER SUBMITTAL - FUSEAL 11 111 I I MO I I I I IMO ALL'' I r MI I 11.1 II Mil ffii i . ALL DOMESTIC WATER SYSTEM COMPONENTS SHALL MEET NSF STANDARD 6111111ROMERFAMPIPAIIILIM A L PLASTIC DRAINASE SYSTEM COMPONENTSSHALLMEETNSF STANDARD 14 .....AlliM CODE ALL CODE ALL CAST IRON DRAINAGE SYSTEM COMPONENTS SHALL BE TRADEMARKED WITH CAST IRON SOIL PIPE INSTITUTE AND BE LISTED BY NSF. ALL SPECIALTIES PLUMBING SPECIALTIES -APPLICABLE SPECIALTIES IDENTIFIED IN EACH ID CATEGORY THERMOMETER 9" SCALE SIZE, ALUMINUM STEM, FAHRENHEIT SCALE TRERICE BX9 THERMOWELL FOR TRERICE BX9 THERMOMETER TRERICE THERMOWELL PRESSURE GAUGE UTILITY PRESSURE GAUGE TRERICE D80 PRESSURE GAUGE ACCESSORIES IMPULSE DAMPENER TRERICE 870 PRESSURE GAUGE ACCESSORIES PRESSURE SNUBBER TRERICE 872 PRESSURE GAUGE ACCESSORIES BALL VALVES TRERICE 866 PRESSURE GAUGE ACCESSORIES GAUGE COCKS TRERICE 865 PRESSURE GAUGE ACCESSORIES POINTER JACK TRERICE D329 PRESSURE GAUGE ACCESSORIES TEST KITS TRERICE 375X OR 3748 PETE'S PLUG BRASS WITH NEOPRENE VALVE CORES PETERSON EQUIPMENT CO PETE'S PLUG 11 PRESSURE REDUCING VALVE SIZES THRU 2" BALANCED PISTON WITH BY-PASS CHECK VALVE AND STRAINER WILKINSSOOXL APOLLO 36ELF PRESSURE RELIEF VALVE BRONZE BODY BRONZE BODY WILKINS P3000BR; WATTS 174A, APOLLO SERIES 10 WILKINS SXL, APOLLO YBS 59 SERIES VVYE STRAINER SIZES THRU 3" BACKFLOW PREVENTER SIZES THRU 2" REDUCED PRESSURE BACKFLOW WILKINS 975XL2, APOLLO RP 4ALF TRAP PRIMER 1-1/2" SWEAT COPPER WALL CONNECTION ZURN Z1021 TRAP PRIMER ELECTRONIC MODULE AND FIVE CONNECTION MANIFOLD ZURN Z1020 TRAP PRIMER 1/2" CONNECTION PRESURE DROPACTIVATED MIFAB M-500 THERMOSTATIC MIXING VALVE 1-1/2" INLET CONNECTIONS LAWLER 804, APOLLO 34C EMERGENCY FIXTURE THERMOSTATIC MIXING VALVE EMERGENCY SHOWER LAWLER 911, APOLLO 34E T/S BALANCING VALVE IN -LINE VALVE - FACTORY SET - NSF-6 NSF-372 TA SERIES 76X NOTES: 1, MCKINSTRY DOES NOT INSTALL 5" DM. 2. SEE PIPING MATRIX FOR NATURAL GAS RECEIVED CITY OF TUKWILA DEC 2 0 2019 PERMIT CENTER 5 A B ArchteLts 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET REVIEWEE, FOR CODE COMPLIANCE APPROVED iAN 7 202u City of Tukwila BUILDING DIVISION SPACE FOR OFFICIAL CITY USE ONLY PLUMBING B.O.D & SPECIFICATIONS DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 P-002 PG19 0 56 THERMOSTATIC MIXING VALVE SCHEDULE GENERAL NOTES: 1. SEE MATERIALS MATRIX FOR PIPING MATERIALS OF CONSTRUCTION FOR CONNECTION TYPE 2. VALVES SHALL BE LEAD FREE - NSF/ANSI 61 LISTED 3. HANDWASH SINKS REQUIRE A MINIMUM OF 100 DEG F (FDA FOOD CODE 2009 5-202.12 & WASHINGTON ADMINISTRATIVE CODE (WAC) 246-215-05210) 4. HANDWASH SINKS SHALL HAVE SELF CLOSING / METERING OF FAUCET FORA MINIMUM OF 15 SECONDS 5. HANDWASH PUBLIC LAVATORIES SHALL BE LIMITED TO 120 DEF F BY A DEVICE THAT IS ASSE 1070 OR GSA B125.3 (UPC 421.2) 6. ASSE 1017 MASTER SUPPLY MIXING VALVES AT THE HOT WATER SOURCE SHALL BE VALIDATED TO BE ACCEPTABLE IF USED IN RECIRCULATION SYSTEMS. 7. ASSE 1017 MASTER SUPPLY MIXING VALVES AT THE HOT WATER SOURCE CAN NOT BE USED BY ITSELF TO CONTROL FINAL TEMPERATURE AT FIXTURES REQUIRED TO HAVE AN ASSE 1070 OR ASSE 1016 DEVICE 8. CONFORM WITH ENERGY CODE REQUIREMENTS FOR MAXIMUM DISTANCE FROM HOT WATER SOURCE TO FIXTURE SPECIFIC NOTES: 1. ASSE 1017 DEVICE FOR VALVE USED IN HOT WATER SOURCE APPLICATION 2. ASSE 1069 DEVICE FOR SINGLE PIPE, TEMPERED WATER APPLICATION 3. ASSE 1070 DEVICE FOR INDIVIDUAL (POINT -OF -USE) OR MULTIPLE FIXTURE APPLICATION 4. ASSE 1071 DEVICE FOR PLUMBED EMERGENCY EQUIPMENT TO PROVIDE TEPID WATER AND HAVE REDUNDANT SAFETY FEATURES 5. ADJUST CAP WITH LOCKING FEATURE 6. INTEGRAL FILTER AND CHECK VALVES 7. COLD OUTLET CONNECTION FOR DUAL FACUCET LAV/SINK 8. HIGH -LOW OVER A WIDE RANGE OF FLOWS - WITH SCALD PROTECTION FROM FAILURE OF T-STAT & WATER SHUT-OFF, ASSE-1017 / CSAB125.3 APPROVED 9. INTERGRAL THERMOSTAT DESCRIPTION PERFORMANCE EQUIPMENT CLASSIFICATION EQUIPMENT ID ! LOCATION AREA/SYSTEM SERVED STATUS MANUFACTURER MODEL ASSOCIATED CIRC PUMP EWT LWT DESIGN FLOWRATE (GPM) DESIGN MIN FLOWRATE (GPM) DESIGN MAX FLOWRATE (GPM) DESIGN WATER PRESSURE DROP (PSI) CW INLET CONNECTION (IN) HW INLET CONNECTION (IN) OUTLET SPECIFIC NOTES CONNECTION (IN) TMV 2-1 TMV 2-2 12/13/2019 11:55iD9rs\TyterW\Dacumeets\118108-MP-CE • . . r r r r r r Y Y Y PLUMBING FIXTURE SCHEDULE TAG AG-1 IMIIIIMIIIIIMIICBEMII DW MODEL - CONNECTION NOTES - AIR GAP FITTING CW HW TEMP j W V RWL ORL ZURN Z1024 FIXED AIR GAP FITTING - SPP - WITH APPROPRIATE OPTIONS AND ACCESSORIES FOR THE SPECIFIC USE DISHWASHER FIXTURE: AIR GAP: SUPPLIES: PROVIDED BY OTHERS KOHLER K-9110 AIR GAP, SOLID POLYPROPYLENE BODY, BRASS CAP. 20" CHROME SUPPLIES W/ 3/8" COMP. FITTINGS, ANGLE STOPS AND ESCUTCHEON PLT, KEYLESS (COMMERCIAL) 1/2 ESEW-1 EMERGENCY SHOWER & EYEWASH FC0.1 FIXTURE: CLEANOUT, FLOOR GUARDIAN MODEL G1950 SAFETY STATION WITH SHOWER, EYE/FACE WASH, STAINLESS STEEL BOWL AND 10" DIAMETER SHOWER HEAD, FC20 REGULATES FLOW TO 20 GPM 1 FIXTURE: I ZURN ZN1400, ADJUSTABLE TOP, HEAVY DUTY, NICKLE BRONZE FINISH I I SPP I r WITH APPROPRIATE OPTIONS AND ACCESSORIES FOR THE SPECIFIC USE FS-1 FLOOR SINK - LOW FLOW FIXTURE: I ZURN Z1960, 8" DIAMETER, 6" SUMP DEPTH SPP - WITH APPROPRIATE OPTIONS AND ACCESSORIES FOR THE SPECIFIC USE S-1 SINGLE COMPARTMENT LAB SINK FIXTURE: FAUCET: DRAIN: TRAP: SUPPLIES: I JUST USXDF-1824-16, 16 GA STAINLESS STEEL, SINGLE BOWL, SELF RIMMING, OD 18 X 24, ID 16 X 22 X 12, 1 HOLE CHICAGO FAUCETS 930-GN8BVBE7-317XK DECK, SINGLE HOLE, HOT AND COLD MIXING FAUCET WITH VACUUM BREAKER JUST J-35 CRUMB CUP WITH 1-1/2" TAILPIECE I ORION BOTTLE TRAP, BT-2 120" CHROME SUPPLIES W/ 1/2" NOM. X 3/8" COMP. ANGLE STOP AND ESCUTCHEON, LOOSE KEY 1/2 1/2 2 ! 1-1/2 - - I OR APPROVED ALTERNATE S-2 SINGLE COMPARTMENT KITCHEN SINK (ADA) FIXTURE: FAUCET: DRAIN: TRAP: OOD ISPO P LIES: JUST SL-ADA-2225-A-GR, 18 GA STAINLESS STEEL, SINGLE BOWL, SELF RIMMING, DRAIN CENTER REAR, OD 22 X 25, ID 16 X 22 X 5, 3 HOLE KOHLER - K - 647, LOW FLOW AERATOR (1 GPM), CERAMIC DISC VALUE POLISHED CHROME JUST J-35 CRUMB CUP WITH 1-1(2" TAILPIECE ZURN Z8702-PC-BX, 1-1/2" X 1-1/2", 17 GAUGE CHROME PLATED BRASS SE BAD CONTI FEED 1 115V/1/ MPS 2 CH OME S LI S W/ 1/2 0 . X 3/8" MP. ANGLE 0 AND ES TC EON L S KEY 1/2 1/2 - ' 2 1-1/2 I -( "- OR APPROVED ALTERNATE S 3 SINGLE COMPARTMENT KITCHEN SINK (ADA) FIXTURE: FAUCET: DRAIN: TRAP: FOOD WASTE DISPOSER: SUPPLIES: j T JUS SLN 17519-A-GR 18 GA STAINLESS LESS STEEL SINGLE BOWL SELF RIMM ING, MING, DRAIN CENTER REAR, OD 17112 X 18, ID 16 X 11 112 X 71/2, 3 HOLE KOHLER - K - 647, LOW FLOW AERATOR (1 GPM), CERAMIC DISC VALUE POLISHED CHROME JUST J-35 CRUMB CUP WITH 1-1/2" TAILPIECE ZURN Z8702-PC-BX, 1-1/2" X 1-1/2", 17 GAUGE CHROME PLATED BRASS ISE BADGER 1, CONTINIOUS FEED, 1/3 HP, 115V/1/60, 6.1 AMPS 20" CHROME SUPPLIES W/ 1/2" NOM. X 3/8" COMP. ANGLE STOP AND ESCUTCHEON, LOOSE KEY 1/2 1/2 - 2 1 1-1/2 OR APPROVED ALTERNATE WCO 1 CL-ANOUT, WAL CTU Z14 L CLE UN COV SHE .SS 7C ISH HAP TE 0 ND RIES SPE WCO-2 CLEANOUT, WALL FIXTURE: ZURN Z1446 WALL CLEANOUT, ROUND ACCESS COVER, POLISHED STAINLESS STEEL FINISH - r - j SPP I WITH APPROPRIATE OPTIONS AND ACCESSORIES FOR THE SPECIFIC USE NOTE: THE ABOVE DATA SHALL BE USED FOR PRELIMINARY ELECTRICAL, STRUCTURAL OR ARCHITECTURAL COORDINATION ONLY. USE APPROVED MANUFACTURERS SUBMITTAL DATA FOR CONSTRUCTION. SPP = SIZE PER PLANS. 8 A A A A A A i r• WATER HEATER SCHEDULE - ELECTRIC GENERAL NOTES: 1. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. 2. MAINTAIN CLEARANCES PER MANUFACTURER'S RECOMMENDATIONS & NEC. SPECIFIC NOTES: 1. ASME TANK DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE ELECTRICAL SPECIFIC NOTES EQUIPMENT CLASSIFICATIONEQUIPMENT ID LOCATION I AR./ SYSTEM SERVED STATUS MANUFACTURER MODEL TYPE DIAMETER OR LENGTH (IN) WIDTH HEIGHT (IN) OPERATING WEIGHT (LBS) STORAGE CAPACITY (GAL) ENTERING WATER TEMP (°F) STORAGE WATER TEMP (°F) LEAVING WATER TEMP (°F) RECOVERY CAPACITIES (GPH) HOT WATER CONNECTION SIZE (IN) CAPACITY (kW) VOLTAGE () PHASE (0) FULL LOAD AMPS (A( EWH 1-1 LIBRARY W102 KITCHENETTE SINK NEW CHRONOMITE SR-201/277 ELECTRIC 10" 3„ 7" 5 0 55 110 N/A 1/2" 5 5 277 1 20.0 EWH 2-1 LEVELCLOSETJANITOR LAB WATER NEW LOCHINVAR CHX-90-120-A ELECTRIC 37" 701/4" 1454 120 55 140 140 410 1 1/4" 940 480 3 108.3 EWH 2-2 LEVEL CLOSET JANITOR OSETTOR ESEW NEW LOCHINVAR CHX-15-120-A ELECTRIC 37" 701/4" 1454 120 55 120 120 88 1 1/4" 150 480 3 18.0 1 P - THERMAL EXPANSION TANK SCHEDULE GENERAL NOTES: 1. SEE MATERIALS MATRIX FOR MATERIALS OF CONSTRUCTION. 2. PRECHARGE TO MINIMUM OPERATING PRESSURE AT TANK LOCATION SPECIFIC NOTES: 1. ASME RATING REQUIRED 2. MANUFACTURER'S CERTIFICATE OF COMPLIANCE INCLUDED PER IBC 1708.4 DESCRIPTION - PERFORMANCE SPECIFIC NOTES EQUIPMENT CLASSIFICATION EQUIPMENT ID LOCATION AREA I SYSTEM SERVED STATUS MANUFACTURER MODEL DIAMETER (IN) � HEIGHT (IN) INLET SIZE (IN) INLET CONNECTION TYPE OPERATING WEIGHT (LBS) FLUID TYPE SYSTEM VOLUME (GAL) TANK VOLUME CAPACITY (GAL) TANK ACCEPTANCE VOLUME CAPACITY (GAL) SYSTEM TEMPERATURE RANGE (°F) SYSTEM PRESSURE RANGE AT TANK CONNECTION RELIEF VALVE SETTING (PSIG) PET 2-1 LEVEL 2 JANITOR CLOSET LAB WATER NEW BELL & GOSSETT PT-30V 15 3/8 24 3/4 1 NPTF 118 WATER 120 14 11.3 140 (PSIG) 75 100 PET 2-2 LEVEL 2 JANITOR CLOSET ESEW NEW BELL & GOSSETT PT-30V 15 3/8 24 3/4 1 NPTF 118 WATER 120 14 11.3 120 75 100 P - DOMESTIC HOT WATER CIRCULATION PUMP SCHEDULE GENERAL NOTES: SEE MATERIALS MATRIX FOR MATERIALS OF CONSTRUCTION. SPECIFIC NOTES: 1 INSTALL PER MANUFACTURER'S RECOMMENDATIONS. DESCRIPTION PERFORMANCE ELECTRICAL SPECIFIC NOTES EQUIPMENT CLASSIFICATION EQUIPMENT ID LOCATION AREA /SYSTEM SERVED STATUS MANUFACTURER MODEL TYPE DESIGN PUMP FLOW PUMP HEAD (GPM) , (PSIG) FLUID TEMPERATURE ("F) QUANTITY OF ELECTRICAL CONNECTIONS (#) VOLTAGE (V) PHASE (0) MOTOR HP (HP) FULL LOAD AMPS (A) MOTOR SPEED (RPM) LHWRP 2-1 LEVEL 2 JANITOR CLOSET LAB WATER NEW BELL F. GOSSETT ECOCIRC XLN 20-35 ECM 10 j 15 120 1 115 1 1/12 t.3 N/A P - BACKFLOW PREVENTION SCHEDULE GENERAL NOTES: 1 SEE MATERIALS MATRIX FOR MATERIALS OF CONSTRUCTION OF PIPING SYSTEMS SERVICED 2 DCVA: DOUBLE CHECK VALVE ASSEMBLY (LOW HAZARD) 3 DCDA: DOUBLE CHECK DETECTOR ASSEMBLY (FIRE - LOW HAZARD) 4 RPBA: REDUCED PRESSURE BACKFLOW ASSEMBLY (HIGH HAZARD) 5 RPDA: REDUCED PRESSURE DETECTOR ASSEMBLY (FIRE - HIGH HAZARD) 6 DEVICES SHALL BE TESTED AND APPROVED AS LISTED IN THE MANUAL OF CROSS -CONNECTION CONTROL" AS PUBLISHED BY THE UNIVERSITY OF SOUTHERN CALIFORNIA (LATEST EDITION) USC-APPROVED ASSSEMBLIES LIST 7 BACKFLOW DEVICES SHALL BE TESTED BY AN LICENSED BACKFLOW ASSEMBLY TESTER AT START-UP AND ANNUALLY THEREAFTER. PROVIDE FIELD REPORT TO CONSTRUCTION MANAGER. 8 WATER HYDRANT'S AND HOSE-BIBBS REQUIRE VACUUM BACKFLOW PREVENTION AND ARE SCHEDULED IN THE PLUMBING FIXTURE SCHEDULE 9 MOUNT ASSEMBLIES 12" TO 30" ABOVE FINISHED FLOOR. 10 RPBA'S & RPDA'S SHALL HAVE DRAINS VIA AIR GAP TO NEAREST FLOOR SINK EQUIPMENT CLASSIFICATION EQUIPMENT ID DESCRIPTION LOCATION AREA/SYSTEM SERVED STATUS MANUFACTURER SPECIFIC NOTES: 1. PROVIDE FLOOD CONTROL INTEGRATED SYSTEM (FCIS) TO ALARM CATASTROHIC LEAKS. PROVIDE 120V TO CONTROLLER 2. SIZED FOR 50, TOTAL FLOW. IN PARALLEL WITH SECOND RPBA. MODEL TYPE SIZE (IN) PHYSICAL DIMENSIONS LENGTH (IN) WIDTH (IN) HEIGHT (IN) PERFORMANCE OPERATING WEIGHT (LBS) FLOW (GPM) MAX PRESSURE DROP (PSIG) SPECIFIC NOTES RPBP RPBP 2 2FL - MECHANICAL CLOSET 2-2 2FL - JANITORS CLOSET LAB WATER SYSTEM MAKE UP WATER SYSTEM NEW NEW ZURN ZURN 975XL2 975XL REDUCED PRESSURE PRINCIPLE ASSEMBLY 2" REDUCED PRESSURE PRINCIPLE ASSEMBLY I 1" 27" 18" 6" 6" 12" 9„ 34 14 25 20 14 14 P-_UM* PU 4'S ED E GENERA NOTES: 1 SEE STRUCTURAL DRAWINGS FOR SEISMIC INFORMATION 2 SEE SPECIFICATION SHEETS FOR DIMENSIONS AND ACCESS REQUIREMENTS SPEi FIC NOTES: DESCRIPTION PHYSICAL DIMENSIONS PERFORMANCE EQUIPMENT CLASSIFICATION EQUIPMENT ID LOCATION AREA/SYSTEM SERVED ELEVATOR W100E2 ELEVATOR W100E2 STATUS NEW MANUFACTURER MODEL BELL & GOSSETT SC0311AV TYPE QUANTITY SUBMERSIBLE MATERIALS OF CONSTRUCTION CAST IRON LENGTH (IN) WIDTH (IN) HEIGHT (IN) 6.4 12.1 OPERATING WEIGHT (LBS) 29 NUMBER OF PUMPS OPERATING IN PARALLEL (#) REDUNDANCY LEVEL (N, N+1, ETC.) DESIGN PUMP FLOW (GPM) 50 DESIGN PUMP SPEED (RPM) 3000 TOTAL HEAD (FT W. C.) 5 QUANTITY OF ELECTRICAL CONNECTIONS (#) VOLTAGE (V) 115 PHASE (0) ELECTRICAL MOTOR HORSEPOWER ALTERNATIVE POWER !STARTER PROVIDED BY (HP) SOURCE REQUIRED 1/3 NO I ELECTRICAL DISCONNECT PROVIDED BY ELECTRICAL SPECIFIC NOTES PG1 9-0156 S A B Archit0cts 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET REVIEWED FOR CODE COMPLIANCE APPROVED .. 7 2(?1( L SPACE FOR OFFICIAL CITY USE ONLY City of Tukwila BUILDING DIVISION PLUMBING SCHEDULES RECEIVE() CITY OF TUKWILA DEC 2 0 2019 PERMIT CENTER DATE CHECKED BY PROJECT NUMBER 12/12/2019 DM 118108 P-003 SABArch 12/13/2019 11 :551)9Mdrs\TylerVV\Documents\1181 08-MP-CELLNETIX-v1 9_tylervvAHUUF.rvt 2" VTR I 21 DFU 2" VTR 15 DFU 1 ri — 7 I— I- 1 I I 1 1 1 1 I I 2" V 2" V 2" V 2" V 22" V 2'' V 2. V 13DFU I 3 DFU 13 DFU 3DFU 3DF 13 DFU 132 DFU 13 DFU 13 DFU 2" W 6 DFU _1 J 4" W 9 DFU ROUTE TO EXISTING BUILDING SYSTEM ROUTE TO EXISTING BUILDING SYSTEM PLUMBING SANITARY WASTE & VENT DIAGRAM 2"W 2DFU - 2" V 2 DFU 4" W 68 DFU —J 3 DFU 2, 21 DFU _ 2" W 3 DFU 2" W 3 DFU CD ROUTE TO EXISTING BUILDING SYSTEM 1 1 2" V 2" V TV 2" V 1 3 DFU 13 DFU 13 DFU J 2" W 3 DFU 2" W 12 DFU 2" W 3 DFU 2" 3 D 4" W 15 DFU 2"V 2DFU WEST EAST 7 2" V I 2' V I 3 DFU I 3 DFU 2" VTR I 12 DFU 2" V 3 DFU 4" W 30 DFU 2" V 1 3 DFU 1 2" V 4 DFU 2" V 12 DFU 2;wp,u-- 2" V 12 DFU - ROUTE TO EXISTING BUILDING SYSTEM ROOF 2ND FLOOR 1ST FLOOR - ROUTE TO EXISTING BUILDING SYSTEM P-020 SCALE: NTS 21 " ID i(C 8 2I "D (11C ) 2FU1 2 4" LW( L1C ) I 2" LV (C) 6 DFU 4"8 LDWF,( jqL 2 PLUMBING LAB WASTE & VENT DIAGRAM 1 1 2" LV (C) 1 6 DFU 22 "4 LI DVF (UC 33 "0 LDVF (IJC 33 "6 LCVF (1? 34 "2 LV D (l C) 2" LV (C) 2" LV (C) 2" LV (C) 6 DFU I 6 DFU 6 DFU EG-SD CGBD 2" LW (C) 6 DFU 4" LW (C 30 DFU 2" LW (C) 6 DFU 4" LW (C) 36 DFU 2" LW LC) 6 DFU 4" LW (C 42 3" LVTR (C) 1SSDFU L- 34"8`DvF(,) - - - I 2" LV (C) 1 6 DFU 1 2" LW (CI 6 DFU 8 DFU ROUTE LAB WASTE TO SANITARY WASTE RISER SEE DIAGRAM 1/P-020 I 2" LV (C) 3 DFU 1 GSD I 2" LW n 3 DFU 4" LW (C) 51 DFU ROOF 2ND FLOOR 1ST FLOOR P-020 SCALE: NTS PG1 9-0156 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET REVIE,NEU r)rt CODE COMPLIANCE APPROVED jAN 1 7 202b City of Tukwila BUILDING_DLVI SION SPACE FOR OFFICIAL CI, USE ONLY PLUMBING WASTE AND VENT DIAGRAMS DATE 12/12/2019 RECEIVED CHECKED BY DM CITY OF TUKWILA PROJECT NUMBER 118108 DEC 2 0 2019 PERMIT CENTER P-020 3 WSFU S A B Architects ` - -4 5 -1/2" DCW 1/2" DHW FUTURE GROSSING STATION 3/4" LHW 13.5 WSFU 1 1/4" LCW 19 WSFU 3/4" LHWR LAB WATER SYSTEM DIAGRAM 1 1/4" LHW 32 WSFU 1 1/2" LCW 32 WSFU 1 1/2" LHW 41 WSFU 6 WSFU 41 WSFU 1.5 WSFU 3/4" LCW / 3 WSFU EQP171 2" DCW P-021 SCALE: NTS - 2ND FLOOR ---LS1/2" DCW -1/2" DHW BREAKROOM E237/COFFEE E212 WATER DIAGRAM 1ST FLOOR CEILING P-021 6 P-021 SCALE: NTS 1/2" DCW- -1/2" DHW 1/2" DCW 2ND FLOOR 1ST FLOOR CEILING 1ST FLOOR LIBRARY/STORAGE W102 WATER DIAGRAM SCALE: NTS 1" TW 8 WSFU 2 1-2" DCW TEMPERED WATER SYSTEM 2" DCW EWH 2-1 P-021 SCALE: NTS 1 WSFU 1 WSFU 1/2" DHW- - -1/2" DCW- 2ND FLOOR -1/2" DHW-I-, CONNECT TO EXISTING - -1/2" DCW-4-..- BUILDING SYSTEM 1ST FLOOR CEILING 3 COFFEE W216/MOTHERS W214 WATER DIAGRAM P-021 SCALE: NTS PG1 9-0156 2ND FLOOR 1ST FLOOR RECEIVED CITY OF TUKW!LA DEC 20 2019 PERMIT CENTER 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.corn CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET CODE COMPLIANCE APPROVED JAN 7 2020 City of Tukwila BUILDING DIVISION SPACE FOR OFFICIAL CITY USE ONLY PLUMBING DOMESTIC WATER DIAGRAMS DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 P-021 5 A B Architects 4tA rs\TylerW\Documents\118108-MP-CELLNETIX-v19_tylerwAHUUF.rvt 2 1/2" DCW-` it 21/2" DCW (UG) ®2"WUP 03 2"WUP (ESEW-1) 1" TW 2" W 2"WUP® DNTOESEW,; -2" V DN TO FIXTURE WDN 2"WUP ®2"WU \--10 \c) \c) LEVEL 01 - MAIN FLOOR - PLUMBING - WEST ®2"WUP WUP® 2" DCW -2"V 2"W 3 2"WUP 4" W 2"WUP® ®2"WUP 4" W ®2"WUP . 4"W SCALE: 1/8" = 1'-0" GENERAL NOTES A. NEW WORK SHOWN BOLD. B. NEW HORIZONTAL WASTE PIPING BELOW 4"0 SHALL BE RUN WITH A UNIFORM SLOPE OF NOT LESS THAT 1/4" PER FOOT. SLOP. OF NOT LE"+ THAN 1/8" ER FOOT. D. ALL X-RAY, SCANNING, CORE DRILLING, SAWCUTTING & EXCAVATION BY OTHERS. KEYNOTES 0 1 REPLACE EXISTING 2" DCW PIPING WITH NEW 2 1/2" DCW PIPING. 2 CONNECT TO EXISTING 2" DCW PIPING. 3 CONNECT TO S-1. 4 CONNECT TO S-2. 5 CORROSIVE WASTE UP TO GROSSING STATION. 6 CONNECT WASTE PIPING TO EXISTING BUILDING SYSTEM. 7 CONNECT VENT PIPING TO EXISTING BUILDING SYSTEM. 8 CONNECT DCW & DHW PIPING TO EXISTING BUILDING SYSTEM. 9 PROVIDE 24"X24" ACCESS PANEL. RECEIVED CITY OF T UKWILA DEC. 2 0 2019 PERMIT CENTER 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET ;ODE CC`7M APPROVE 202/ City of Tukwila L BUILDING DIVISION SPACE FOR OFFICIAL CITY USE ONLY PLUMBING PLAN LEVEL 1 WEST DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 PG19-0156 P-111 5 A B Archit .ects IX-v19_tylerwAHUUF.rvt s\118108-MP-CE 12/13/2019 11 :55138Wers\TylerVV\Docum 1\:;410(VO C)2" W UP -- 4" W C) 2" W UP 2" W LEVEL 01 - MAIN FLOOR - PLUMBING - EAST 3/4" DCW 3/4" DHW 1/2" DCW UP 2" W UP SUP ® 1/2" DH 1/2" DCW 1/2" DCW 12qw" DCW UP 1/2" DFIW UP sil ,•!, 0 1/2" DCW UP 0 2" W UP 0 1/2" DHW UP — 1/2" DCW 1/2" DHVV P-112, SCALE' 1/8" = 1,0" 0 4' 8' 16' GENERAL NOTES A. NEW WORK SHOWN BOLD. B. NEW HORIZONTAL WASTE PIPING BELOW 4"0 SHALL BE RUN WITH A UNIFORM SLOPE OF NOT LESS THAT 1/4" PER FOOT. SLOP OF NOT LE= THAN 1/8" R FOOT. D. ALL X-RAY, SCANNING, CORE DRILLING, SAWCUTTING & EXCAVATION BY OTHERS. KEYNOTES 0 1 CONNECT TO S-1. 2 CONNECT TO S-2. 3 CONNECT TO DW-1. ED RECEIVED CITY OF TUKWILA DEC 2 0 2019 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET I CODE, CC,',-IPLI„..A.NCE A P P RovE City of Tukwila BUILDING DIVISION SPACE FOR OFFICIAL CITY USE ONLY PLUMBING PLAN LEVEL 1 EAST DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 PERMIT CENTER PG1 9-0156 P-1 1 2 5 A B Architects 2" V DN TO FIXTURE 2" W DN 1/2" LCW DN TO FIXTURE 1/2" LHW DN TO FIXTURE --- 2" V DN TO FIXTURE 2" W DN 1/2" LCW DN TO FIXTURE 1/2" LHW DN TO FIXTURE 2" V DN TO FIXTURE 2" W DN 1/2" LCW DN TO FIXTURE 1/2" LHW DN TO FIXTURE 1" TW DN 1 — — 1" LHW 1 1/2" LCW --- 2" V DN TO FIXTURE W DN — — — \ 1 1/4" LHW L-- 1 1/2" LCW DN TO FIXTURE DN TO FIXTURE 2" V UP TO VTR v--- 1" TW 2, DN TO FIXTURE 2" W DN 1/2" LCW DN TO FIXTURE 1/2" LHW DN TO FIXTURE 2" V UP TO VTR — 12" LV (C 1 1/4" LCW-\ 1 3" LV (C) 3" LV (C) UP TO VTR -- 2" LV 1" TW DN TO ESEW 2" V DN TO FIXTURE 1/2" LCW DN TO FIXTURE 1/2" LHW DN TO FIXTURE 1/2" LCW DN TO GROSSING STATION 1/2" LHW DN TO GROSSING STATION 2" LV (C) DN TO GROSSING STATION 2" LW (C) DN - 1" TVV DN TO ESEW „ (E-Si1--N21) '\-• 2" V 1/4" LCW C) CD CD CD CD 2" V DN TO FIXTURE 2" W DN 1/2" LCW DN TO FIXTURE 1/2" LHW DN TO FIXTURE LCW 1/2" LCW TO EQP065 & 081 2" V DN TO FIXTURE 2" W DN 1/2 " LHW DN TO FIXTURE 3/4" LCW DN, 1/2 LCW TO FIXTURE 3" LV (C) 3/4" LHW LEVEL 02 - UPPER FLOOR - PLUMBING - WEST 2" LV (C) 3/4" LHW 2" V Cl>" 1/2" LHW -1/2" LCW 1/2" LCW DN TO EQP064 2" V DN TO FIXTURE r 2" W DN 3/4" LHW 2" LV (C) C7.) EG 16-s) 1" DCW MAKE UP WATER UP TO HEAT RECOVERY SYSTEM 3/4" LHWR TO GROSSING STATION (TYP. 7) 2" LW(C) DN TO FIRST FLOOR CEILING (TYP. 7) -- 2" LW (C) (TYP. 14) 1/2" LCW DN TO GROSSING STATION (TYP. 14) 1/2" LHW DN TO GROSSING STATION (TYP. 14) 2" V DN TO FIXTURE 2" V DN TO FIXTURE DN F 1/2" LCW DN TO FIXTURE / 2" V DN TO FIXTURE 2" W DN WON TO FIXTURE i/ 1/2" LHW DN TO FIXTURE 2" W DN 1/2" LCW DN TO FIXTURE DN TO FIXTURE 1/2" LHW DN TO FIXTURE 2" V 1/2" LHW 1/2" LCW 1" NPCW TW 1 1/4" LHW 1 1/2" LCW 1" TW DN TO ESEW 4" LCW 1/2" LHW 1 1/4" TW - 1 1/2" LHW 1 1/2" LCW 3/4" LHW LCW 1" NPCW 3/4" LHWR 2" V DN TO FIXTURE 2" W DN 1/2" LCW DN TO FIXTURE 1/2" LHW DN TO FIXTURE 2" V 3/4" LCW t 2" V DN TO FIX RE 2" W DN 4' 8' 1" TW 16' P-121 SCALE: 1/8" = 1'-0" GENERAL NOTES A. NEW VVORK SHOWN BOLD. B. NEW HORIZONTAL WASTE PIPING BELOW 4.0 SHALL BE RUN WITH A UNIFORM SLOPE OF NOT LESS THAT 1/4" PER FOOT. SLOP OF NOT LE" THAN 1/8" ER FOOT. D. ALL X-RAY, SCANNING, CORE DRILLING, SAWCUTTING & EXCAVATION BY OTHERS. KEYNOTES 0 CONNECT VENT PIPING TO EXISTING BUILDING SYSTEM. P AND 2"LC " LHW TURE ING ST 3 CA " L (C) & 2" (C FOR F R GROSS G ATION. 4 PROVIDE VALVE AND 1/2" CONNECTION TO MILLIPORE SYSTEM. 5 ROUTE WATER AND WASTE PIPING IN CASE WORK. INDIRECTLY CONNECT EQUIPMENT WASTE TO S-1 WASTE. ROUTING THROUGH CASE WORK TO BE FIELD CORRDINATED. PG19 0156 RECEIVED CITY OF TUKWILA DEC 2 0 2019 PERMIT CENTER 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION CONSTRUCTION DRAWING SET CODE lAj 7 20 City 0/ Tukwiia FBUILDiN-G civrsioNli — Si3Aut roi-t Ln-rfutAt-Cfrf-ttSE ONLY PLUMBING PLAN LEVEL 2 WEST DATE CHECKED BY PROJECT NUMBER 12/12/2019 DM 118108 P 121 SABArchitects 3/2019 11:55001AMrs\TylerVV\Documents\118108-MP-CELLNETIX-v19_tylerwAHUUF.rvt 2" V DN TO FIXTURE 2" W DN 1/2" LCW DN TO FIXTURE 1/2" LHW DN TO FIXTURE - \- 3/4" LCW 1" TW 2VDNTOF/XIJRE 2" W DN 1 2" V DN TO FIXTURE 2" W DN 1/2" LCW ON TO FIXTURE rcr 1/2" LHW DN TO FIXTURE 1/2" LCW 1/2" LHW 2" V UP TO VTR 2" V (ESEWit) 1" TW DN TO ESEW V DN TO FIXTURE 1 1/2" LCW DN TO FIXTURE LHW DN TO FIXTURE 2" W DN LEVEL 02 - UPPER FLOOR - PLUMBING - EAST 2" V DN TO FIXTURE 2"WDN TV 1/2" DHW DN 1/2" DCW DN 2: VDDNNTO FIXTURE 2w P-122 SCALE: 1 /8', 1.-0" 16' GENERAL NOTES A. NEW WORK SHOWN BOLD. B. NEW HORIZONTAL WASTE PIPING BELOW IVO SHALL BE RUN WITH A UNIFORM SLOPE OF NOT LESS THAT 1/4" PER FOOT, SLOP: OF NOT LE' THAN 1/8" ER FOOT. D. ALL X-RAY, SCANNING, CORE DRILLING, SAWCUTTING & EXCAVATION BY OTHERS. KEYNOTES 0 1 CONNECT 1/2" DCW & 1/2" DHW FROM BELOW TO FIXTURE. 2 CONNECT VENT PIPING TO EXISTING BUILDING SYSTEM. 3 PROVIDE VALVE AND 1/2" CONNECTION TO MILLIPORE SYSTEM. PG19-0156 RECEIVED CITY OF TUKWILA DEC 2 0 2019 PERMIT CENTER 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 vvww.sabarch.com CELLNETIX FACILITY RELOCATION ,416, 1,461 CONSTRUCTION DRAWING SET L330ycf TOW, ia SPPg99TOWN6f9T,I,-, O NLY PLUMBING PLAN LEVEL 2 EAST DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 P-122 S A B Architects LEVEL 01 - BELOW GRADE PLUMBING PLAN EB P-400 SCALE: 1/4" = 1'-0" ETI X-v 19_tyl e rwAH U U F. rvt 118108-MP-CE 12/ 13/2 019 11: 55 i33, l4 rs\Ty l e r1M Doc u m e 8' mum GENERAL NOTES A. NEW WORK SHOWN BOLD. B. NEW HORIZONTAL WASTE PIPING BELOW 4"0 SHALL BE RUN WITH A UNIFORM SLOPE OF NOT LESS THAT 1/4" PER FOOT. We ...G,,,q�.�.. :.'A SLOP, OF NOT LETHAN 1/8" ' ER FOOT. D. ALL X-RAY, SCANNING, CORE DRILLING, SAWCUTTING & EXCAVATION BY OTHERS. 1 CONNECT WASTE PIPING TO EXISTING BUILDING SYSTEM. 2 ROUTE SUMP PUMP DISCHARGE TO FUNNEL DRAIN IN FIRE PUMP ROOM. PROVIDE CODE REQUIRED AIR GAP. 3 SUMP PUMP LOCATION TO BE FIELD COORDINATED WITH FINAL ELEVATOR SUMP LOCATION. 4 RROVIDE AIR GAP FITTING AND PIPE RELIEF TO MOP SINK. 5 ROUTE WATER HEATER RELIEF TO EXISTING MOP SINK. 6 TIE LAB WASTE RISER INTO SANITARY RISER JUST ABOVE SLAB. TMV 2-2 1 1/4" DCWj RPBP 2-1 4 JAN CLOSET W202 ENLARGED PLANED P-400 SCALE 3/4" = 1'-0" 0 1' 2' 3' LEVEL" 02 15'-0 3 JAN CLOSET W202 NORTH WALL P-400 SCALE: NTS 2 JAN CLOSET W202 SOUTH WALL P-400 SCALE: NTS UPPER FLOOR /1 15'-0° PG1 9-0156 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION yak13 2-0'1`,1 CONSTRUCTION DRAWING SET SPACE FOR OFFICIAL CITY USE ONLY PLUMBING ENLARGED PLANS & SECTION VIEWS DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 RECEIVED CITY OF TUKWILA DEC 2 0 2019 PERMIT CENTER P-400 S A B Architects 7 112" LCW 112LHW 2"LW(C) GROSSING STATION - 1/2" LCW TO DISTRIBUTION PIPING 2" LV (C) TO DISTRIBUTION PIPING 1/2" LHW TO DISTRIBUTION PIPING GROSSING STATION 1/2" LCW 1/2LHW 2"LW(C) 2"LW(C)DN GROSSING STATION DETAIL - PLUMBING P-500 SCALE: 3/8" = NETIX-v19_tylerwAHUUF.rvt 12/13/201911:55:0A9 rs\TylerW\Documents\118108-MP-CE AIR GAP FITTING W/ FULL SIZE DISCHARGE FLOOR SIZE DRAIN TO FLOOR DRAIN, MOP RECEPTOR, OR MOP SINK - RECESSED FLOOR DRAIN f- TO EQUIPMENT OR SYSTEM STRAINER T FROM DCW / BUILDING SYSTEM 18" MIN 60" MAX AFF HOSE BIBB W/ NON -REMOVABLE THREADED HOSE CONNECTION VACUUM BREAKER WATTS MODEL 8A OR EQUAL 4 REDUCED PRESSURE BACKFLOW PREVENTER DETAIL P-500 SCALE: NTS 5 P-500 REDUCED PRESSURE PRINCIPAL BACK FLOW PREVENTION DEVICE FROM MUNICIPAL CW SYSTEM INDIRECT WASTE RECEPTOR W/ MANUFACTURER LISTED AIR GAP FITTING ROUTE TO NEAREST FLOOR DRAIN AUTOMATIC PRESSURE RELIEF VALVE SET AT 75 PSI P/T PORT T (TYP) PRESSURE GAUGE 4" DIA. 0-100 PSI (TYP.) 1/4"MxF NEEDLE VALVE (TYP.) AUTOMATIC PRESSURE RELIEF VALVE SET AT 40 PSI O \__UNION (TYP.) GLOBE VALVE (TYP.) NORMALLY CLOSED 1„ PRV WITH INTERNAL STRAINER TSET @ 25 PSI FULL PORT BALL VALVE WITH HOSE ADAPTER AND CAP (TYP) HVAC SYSTEM MAKE-UP WATER DETAIL SCALE: 12" = FINISH FLOOR SLAB ROUGH FLOOR SLAB ----- DRAIN STRAINER FLUSH WITH FLOOR FINISHED FLOOR VENEER `~- TRAP PRIMER CONNECTION (WHEN SPECIFIED) NO -HUB OR NEO-LOC CONNECTION SEE PLAN FOR SIZE AND ROUTING 6 FLOOR DRAIN / SINK DETAIL P-500 SCALE: NTS T 6 TO SYSTEM CHECK VALVE SLIP JOINT NUT AND SEAL P-TRAP NOTES: WALL TUBE AND ESCUTCHEON - FEMALE NPT OUTLET PRIMER TUBE GROUND JOINT CONNECTION FINISHED WALL - WALL ESCUTCHEON COMPRESSION FITTING --1 1/2" WASTE 3" 3/4" 1/2" PRIMER TUBE RECOMMENDED ROUGH -IN 1. SEE PLANS OR RISER FOR PIPE SIZES. 2.INVERT OF CONNECTION LOCATED 1/8" ABOVE STATIC WATER LEVEL ENABLING "OVERFLOW" INTO PRIMER TUBE WHEN TEMPORARY HEAD OF WATER IS CREATED. TRAP PRIMER DETAIL P-500 SCALE: NTS 2 "CLOSE NIPPLE" CW SUPPLY 1. FLUSH LINE PRIOR TO INSTALLATION 2. USE RIBBON PIPE SEAL -ONLY 3. INSTALL WRENCH ON EXTREME TOP OF HEX 4. INSTALL UNIT PLUMB 5. EFFECTIVE OPERATING RANGE 35 TO 75 PSIG. 6. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL MAKE NULL AND VOID ANY PRODUCT WARRANTY 7. NOTE: PREFERRED TYPE OF TRAP PRIMER SHALL BE J R SMITH PRIME-EZE TRAPS OR FLUSHOMETER VALVE TAILPIECE PRIMERS (AS APPROVED PER CODE). 12" MIN "INVERTED TRAP" 180° BEND 1/2" BALL VALVE MIFAB MODEL M-500 SERIES DISTRIBUTION BOX DISTRIBUTION PIPE TO FLOOR DRAIN FINISH FLOOR TRAP PRIMER DETAIL B P-500 SCALE: NTS SEE FLOOR PLAN FOR PIPE SIZE FIRE -STOPPING AT ALL RATED FLOORS CORE DRILL EXISTING FLOOR NOTES: 1. UTILIZE THIS DETAIL FOR PIPE RISERS OF 3 FLOORS OR LESS RISER CLAMP ANVIL FIG 261 CAULK SEAL WHERE INSULATION DOES NOT OCCUR CORE DRILL FLOOR SIZED TO PROVIDE 1/4" ANNULAR SPACE X- RAY ANY POST -TENSION DECKS 3 PIPE FLOOR PENETRATION DETAIL P-500 SCALE: NTS PG1 9-0156 RECEIVED CITY OF TUKWILA DEC 2 0 2019 PERMIT CENTER 2 Nickerson Street Suite 200 Seattle, WA 98109 206 957 6400 www.sabarch.com CELLNETIX FACILITY RELOCATION l y L0'7 CONSTRUCTION DRAWING SET City cf i Ukwiic` L LBUiI_DNG SPACE FOR OFFICIAL CITY USE ONLY PLUMBING DETAILS DATE 12/12/2019 CHECKED BY DM PROJECT NUMBER 118108 P-500