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Permit PG15-0088 - KING COUNTY LIBRARY SYSTEM - FULL PLUMBING AND BACKFLOW
KING COUNTY LIBRARY SYSTEM 14380 TUKWILA INTERNATIONAL BLVD EXPIRED 04126116 PG15-0088 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT Parcel No: 1523049092 Permit Number: PG15-0088 Address: 14380 TUKWILA INTERNATIONAL Issue Date: 9/28/2015 BLVD Permit Expires On: 3/26/2016 Project Name: KING COUNTY LIBRARY SYSTEM Owner: Name: TUKWILA CITY OF Address: 6200 SOUTHCENTER BLVD , TUKWILA, WA, 98188 Contact Person: Name: RYAN BUSSARD Phone: (206) 381-6000 Address: 1221 SECOND AVENUE SUITE 200, SEATTLE, WA, 98101 Contractor: Name: PSF MECHANICAL INC Phone: (206) 764-9663 Address: 11621 E MARGINAL WAY S SUITE A, TUKWILA, WA, 98168-1965 License No: PSFMEI*090NZ Expiration Date: 12/3/2015 Lender: Name: Address: DESCRIPTION OF WORK: FULL PLUMBING INSTALLATION FOR A NEW 10,000 SQ FT BUILDING, NO GAS SERVICE INCLUDED. RAINWATER, FROM ROOF, TO BE COLLECTED ON SITE FOR IRRIGATION, BFP LOCATED OUTSIDE OF BUILDING. INCLUDES INSTALLATION OF ONE 1" RPPA BACKFLOW IN MECHANICAL ROOM FOR IN -PREMISE ISOLATION. Valuation of Work: $100,000.00 Fees Collected: $626.48 Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: c Date: ` —! I hearby certify that I have read and examined this permit and know the same to be true 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 permit and agree to the conditions attached to this permit. Signature: Date: �� l r Print Name: 6Z� / G 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: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 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 be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready 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 is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction 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 of the 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 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 402 of Washington State Amendments 15: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 16: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 17: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 18: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 19: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 20: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 21: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 22: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 23: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 24: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 25: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 26: 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 of the jurisdiction. 27: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 28: 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 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 402 of Washington State Amendments 29: ***PUBLIC WORKS CONDITIONS*** APPLICANT SHALL CALL PUBLIC WORKS AT 206 433-0179 TO SCHEDULE RPPA BACKFLOW INSPECTION with DAVE STUCKLE, Public Works Inspector. 30: 1" WILKINS Model 975XL Reduced Pressure Principle Assembly (RPPA) shall be installed per manufacturer's specifications. Upon installation RPPA shall be tested by a certified tester and copy of the test report submitted to Public Works inspector, who shall forward it to Water District #125. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWL Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Titkivila, WA 98188 http://www.TukwilaWA.Pov SITE LOCATION Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: 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 Address: 14242 Tukwila International Blvd King Co Assessor's Tax No.: 1523049092 Suite Number: n/a Floor: n/a Tenant Name: King County Library System New Tenant: V .....Yes ❑ ..No PROPERTY OWNER Name: Tukwila, City of Address: 6200 Southcenter Blvd Croy: Tukwila State: WA Zip: CONTACT PERSON — person receiving all project communication Name: Ryan Bussard Address: 1221 Second Avenue, Suite 200 City: Seattle State: WA Zip: 98101 Phone: (206) 381-6000 Fax: Email: Ryan.Bussard@perkinswill.com Valuation of Project (contractor's bid price): $ 100,000 Scope of Work (please provide detailed information): PLUMBING CONTRACTOR INFORMATION Company Name: PSF Mechanical, Inc. Address: 11621 E. Marginal Way S., Suite A City: Seattle State: WA Zip: 981.68 Phone: (206) 764-9663 Fax: (206) 770-6543 Contr Reg No.: pSFMEI*090NZ Exp Date: 10/03/2015 Tukwila Business License No.: BUS-0996384 Full plumbing installation for a new 10,000 sqft building, no gas service included. Rainwater, from roof, to be collected on site for irrigation, BFP located outside of building. Building Use (per Int'l Building Code): Library Occupancy (per Int'l Building Code): Assembly, A-3 Utility Purveyor: Water: Tukwila Water Utility Sewer: Tukwila Sewer Utility HMpplicationsTorms- Appl icat ions On Line\2011 ApplicatiomPlumbing Permit Application Revised 8.9-1 I.docx Revised: August 2011 bh Page] of 2 Indicate type of plumbing fixtures andk _.s piping outlets being installed and the quantit, ---low: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with 1 independent drain Shower, single head trap Sinks 2 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 1 cooler(per head Lavatory 3 Urinal 1 Water heater and/or vent 2 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 protection s over 5 PERMIT APPLICATION NOTES - Fixture Type Qty (Clothes washer, domestic Food -waste grinder, 1 commercial Wash fountain Water closet 4 Industrial waste treatment interceptor, including trap and vent, except for kitchen type ease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 O inch 51 mm diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain 4 Receptor, indirect waste 1 Building sewer and each trailer ark sewer 1 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 as Each lawn sprinkler 1 system on any one meter including backflow protection devices 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 demonstrAti d. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY T I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PE THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O / A THORIZED AGENT: Signature: Date:; tJ l Print Name:ULL[z FOL Day Telephone: ©o Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\201 I Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $626.48 PG15-0088 Address: 14380 TUKWILA INTERNATIONAL BLVD Apn: 1523049092 $626.48 PLUMBING $602.38 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $449.40 PLAN CHECK FEE R000.322.103.00.00 0.00 $120.48 TECHNOLOGY FEE $24.10 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R000.322.900.04.00 0.00 $24.10 Date Paid: Thursday, July 30, 2015 Paid By: KCLS Pay Method: CHECK 3020625 Printed: Thursday, July 30, 2015 4:42 PM 1 of 1 CPR" INSPECTION RECORD o� �' Retain a copy with permit ��� NWifECTION N0. 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'ect: r ri'i; C�,c�i� Type of Insp ection: Address: r(r l�ft%ol Date Called: S ecial Instructions: Date janted� a.m. © p.m. Requester: Phone No: Approved per applicable codes. IvCorrections required prior to approval. Inspector: Date: ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RE CORD Retain a copy with permit INTECTION 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: e _ VOW Ty of Insp ction: Address: ate Call '. r Special Instructions: 41M Date Wanted: a.m. — — p.m. �® o 0 Ryegquester0 Phone o: flnspector: V!1 IDatel `� I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7, // INSPECTION RECORD i Retain a copy with permit P&1-5 � &g IN ECTION 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: Tyne —of Inspecting: ddress: 1 3 ov 0 ate Called: Special Instructions: Da a Wanted: a.m. �® .--2-3 . Imo" t �� p.m. Phone No: Approved per applicable codes. LJ Corrections required prior to approval. Inspector: Date: � �-3 EM L REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PIE C r.. RPBP-1 ZURN® Model 975XL WILKIN S Reduced Pressure Principle Assembl Application Designed for installation on water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance • ASSEO Listed 1013 • IAPM00 Listed • ULO Classified (less shut-off valves or with OS&Y valves • C-ULO Classified • CSAO Certified B64.4 • AWWA compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425-89-M VOL 3 Materials Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA Approved) Buna Nitrile (FDA Approved) Polymers NorylTM, NSF Listed Springs Stainless Steel, 300 series Features Sizes: 3/4", 1", 1-1/4", 1-1/2" 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI 131.20.1 Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 1 1/4" - 2" - 1.19 sq. in. Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) ❑ - with full port QT ball valves (standard) ❑ L - less ball valves, male pipe thread ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only ❑ FT - with integral male 45° flare SAE test fitting ❑ TCU - with test cocks up ❑ V - with union swivel elbows (3/4" & 1") ❑ SE - with street elbows (3/4" & 1 ") Accessories ❑ Air gap (Model AG) ❑ Repair kits ❑ Thermal expansion tank (Mdl. ❑ Soft seated check valve (Mc ❑ Shock arrester (Model 1250: ❑ QT-SET Quick Test Fitting Si ❑ Ball valve handle locks etib:Ol • • REVIEWED FOR CODE COMPLIANCE -, APPROVED )14oxLSEP 2 2 2015 City of Tukwila DUII_f-A:' `G DIVISION DIMENSIONS a roximate MODEL 975XL SIZE in. I mm ° in. mm B in. mm C in. mm D in. I mm E in. I mm F in. I mm C' in. mm WITH BALL VALVES lbs. kg 1 25 13 330 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 17 318 441 14 6.4 11 1 1 5 7 4 171 9/16 573 12.7 1 1/2 40 17 3/8 441 10 15/16 278 2 3/4 70 3 112 89 5 127 6 3/4 171 24 1/16 611 28 12.7 2 50 18 1/2 470 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 26 1/2 673 34 15.4 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 Rev. C Date: 6/14 Document No. BF-975XL Product No. Model 975XL www.zurn.com Pagel of 2 In order oib ttercexpedite.your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I have t 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. If you have any questions, I can be reached at 206-433-7165. Sincerely, Rachelle � �� Ri ]e W P Y p? Permit Technician File No. PGI5-0088 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 " a ;,Flow Characteristics O Raicd Fluwa(cuabli,hcd by approval agencic:) C7 a 20 o 15 w 10 rn W a. 5 MODEL 975XL 3/4", 1", 1 1/4",1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (I/S) 1.26 2.52 3.8 5.0 3.2 6.3 9.5 cv 15 10 5 12.6 15.8 n NWEI FLOW RATES (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. CENTRAL STATION ALARM PANEL BATTERY MONITOR 1 r Mm. 30" MAX. OPTIONAL AIR GAP WATER METER FITTING ' n FLOOR) FLOOR DRAIN DIRECTION OF FLOW INDOOR INSTALLATION (Shown w/optional BMS) 137 U) 1032 W 69 5 U) m w 35 n¢. Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1 /2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 1 1 /4" 23 35 47 70 1 1 /2" 32 48 1 63 1 95 2" 52 78 105 1 167 PROTECTIVE ENCLOSURE 12" MIN 30" MA) AIR GAP DRAIN DIRECTION OF FLOW tD INLET SHUT-OFF OUTDOOR INSTALLATION Specifications The Reduced Pressure Principle Backflow Preventer shall be shall be ASSE® Listed-1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Back - flow Preventer shall be a ZURN WILKINS Model 975XL. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 3/1/2016 RYAN BUSSARD 1221 SECOND AVENUE SUITE 200 SEATTLE, WA 98101 RE: Permit No. PG15-0088 KING COUNTY LIBRARY SYSTEM 14242 TUKWILA INTERNATIONAL BL Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/26/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/26/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG15-0088 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 0 Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 18, 2015 RYAN BUSSARD 1221 SECOND AVENUE SUITE 200 SEATTLE, WA 98101 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG15-0088 KING COUNTY LIBRARY SYSTEM - 14242 TUKWILA INTERNATIONAL BL Dear RYAN BUSSARD, 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: BUILDING - DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size I1x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Any plan sheets or engineers documents produced by an architect or engineer shall be provided with original wet stamped and original signature on each sheet. Provide new sheets with wet stamp and signatures. Electronic copies shall not be approved. PW - DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1. The second page of your plumbing application states that two (2) backflow protective devices over 2" diameter are proposed, however Public Works was not able to locate these backflow on plans. On your plan please add a backflow table listing size/manufacturer/model number of the devise and plan sheet number, so backflow location can be easily identified. 2. Sheet P03-01 Detail 2.calls out for 1" RPBP for hydronic MU. Please add manufacturer and model number of this device in your callout. 3) Submit backflow cut sheets for all the proposed backflows and circle the devices to be installed. Please make sure all backflows are WA State Department of Health approved devices. 4) Add 'RPBP" to the abbreviations list and legend on sheet P00-01. 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. 6300 S mjthcen.ter Rnulevard Suite #1OP • Tukwiln Wn.chinvtnn 9RIRR * Phnne 2n6-431-3670 • Fnr 206-431-?665 4 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I 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. If you have any questions, I can be reached at 206-433-7165. Sincerely, Rachelle Rip ley Permit Technician File No. PG15-0088 6300 CnuthrPntar RnWPvnr11.1nWfP lilnn • Tulnviln Wnchinotnn 9R1RR • PhnnP M,6-d31-? 7n a )7nr 7nh-d31-3(,FS In order to better expedite your resubmittal, a'Revision Submittal Sheet' must accompany every resubmittal. I 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. If you have any questions, I can be reached at 206-433-7165. Sincerely, Rachelle Ripley P Y Permit Technician file No. PG15-0088 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 9 Phone 206-431-3670 9 Fax 206-431-3665 ZURN. Model975XL iN1LtKINS Reduced Pressure Principle Assembly Application Designed for installation on water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. Assembly shall provide protection where a potential health hazard exists. Standards Compliance • ASSE® Listed 1013 • IAPMO® Listed • ULO Classified (less shut-off valves or with OS&Y valves • C-ULO Classified • CSAO Certified B64.4 • AWWA compliant C511 • Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California • NYC MEA 425-89-M VOL 3 Materials Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA Approved) Buna Nitrile (FDA Approved) Polymers NoryITM, NSF Listed Springs Stainless Steel, 300 series C Features Sizes: 3/4", 1", 1-1/4", 1-1/2", 2" Maximum working water pressure 175 PSI Maximum working water temperature 180"F Hydrostatic test pressure 350 PSI End connections Threaded ANSI B1.20.1 Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 1 1/4" - 2" - 1.19 sq. in. Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) ❑ - with full port QT ball valves (standard) ❑ L - less ball valves, male pipe thread ❑ U - with union ball valves ❑ MS - with integral relief valve monitor switch ❑ S - with bronze "Y" type strainer ❑ BMS - with battery operated monitor switch ❑ FDC - with fire hydrant connection; 2" only ❑ FT - with integral male 45° flare SAE test fitting ❑ TCU - with test cocks up ❑ V - with union swivel elbows (3/4" & 1 ") ❑ SE - with street elbows (3/4" & 1") Accessories ❑ Air gap (Model AG) ❑ Repair kits ❑ Thermal expansion tank (Mdl. XT) ❑ Soft seated check valve (Model 40XL) ❑ Shock arrester (Model 1250XL) ❑ QT-SET Quick Test Fitting Set ❑ Ball valve handle locks MODEL 975XL SIZE in. I mm DIMENSIONS a roximate A in. mm B in. mm C in. mm D in. I mm E in. mm F in. I mm G in. mm WITH BALL VALVES lbs. kg 1 25 13 330 7 3/4 197 2 1/8 54 3 76 3 1/2 89 5 127 17 3/8 441 14 6.4 1 1 5 127 6 17 96 75—T3 29 12.7 1 1/2 40 17 3/8 441 10 15/16 278 2 3/4 70 3 1/2 89 5 127 6 3/4 171 24 1/16 611 28 12.7 2 50 18 1/2 470 10 15/16 278 2 3/4 70 3 112 89 5 127 6 3/4 171 26 1/2 673 34 15.4 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 W W W.ZUM.COM Rev. C Date: 6/14 Document No. BF-975XL Product No. Model 975XL Page 1 of 2 Flow Characteristics - 0 Ralcd Flow(cc[ablished by appwa al agcncicq t7 a 20 0 15 Ir 10 W 0. 5 MODEL 975XL 3/4", 1 ", 1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (1/s) 1.26 2.52 3.8 5.0 FLOW RATES (GPM Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. FLOOR DRAIN DIRECTION OF FLOW INDOOR INSTALLATION (Shown w/optional BMS) Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 1" 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 2" 52 78 105 167 PROTECTIVE ENCLOSURE OPTIONAL AIR GAP WATER METER DRAIN DIRECTION OF FLOW INLET SHUT-OFF OUTDOOR INSTALLATION 12" MIN 30" MAX Specifications The Reduced Pressure Principle Backflow Preventer shall be shall be ASSEO Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSFO Listed NoryIT" and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Back - flow Preventer shall be a ZURN WILKINS Model 975XL. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax B05-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 Ad00 W"J"'*Z,;'0 1IVN83d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0088 DATE: 09/10/15 PROJECT NAME: KING COUNTY LIBRARY SYSTEM SITE ADDRESS: 14242 TUKWILA INT'L BLVD Original Plan Submittal X Response to Correction Letter # 1 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division ® Fire Prevention ❑ Planning Division ❑ AWC Is Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 09/10/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ Approved ❑ Approved with Conditions Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 10/08/15 Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 r'sRNflii COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0088 DATE: 08/05/15 PROJECT NAME: KING COUNTY LIBRARY SYSTEM SITE ADDRESS: 14242 TUKWILA INT'L BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: W* Ad 0I1 Building Division ffq 01-0, 4 � A10 Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 08/06/15 Structural Review Required ❑ DATE: DUE DATE: 09/06/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only (� CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 w City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www,Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. OS/26/2015 Date: Plan Check/Permit Number: PG 15-0088 ❑ Response to Incomplete Letter # APOEN Q ® Response to Correction Letter # 1 OWVOFTUk1 LA I Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: KING COUNTY LIBRARY SYSTEM Project Address: 14242 TUKWILA INT1 BLVD Contact Person: ROB WESTPHAL s o a 2015 PhoneNumber: 206-342-9900 Summary of Revision: Building Department:General Note - Plan Submittals - Will resubmit all sheets same size as original submittal with revisions and original wet stamp. Building Review Note 1 - Se6 above. PW y 1 . Thee--ism—RPBP 0%� 3te r�l iimbi ng r7rawi ngs Azar o 0- nrF-upnt" i nn is shown__hW_r;vJ_1_ Added Plum Backflow Prevention Device Schedule on sheet P00-01. 2.Basis of design Manufacturer and Model shown in added schedule. 3.RPBP-1 cut sheets provided with submittal. 4.Acaec RPPB to aZ Fr—e—v—ia E ions TisT" an c L on s h ee 'P . Sheet Number(s):-,e e - 01 --]� 0 2 - Ca�a- , "Cloud" or highlight all areas of revision including Received at the City of Tukwila Permit Center by: J ❑ Entered in TRAKiT on WAPamii C meATcmplatcsTormsVRrvisiun Submittai Form.duc Revised: March 2014 revision 3-01. v City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director August 18, 2015 RYAN BUSSARD 1221 SECOND AVENUE SUITE 200 SEATTLE, WA 98101 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 15-0088 KING COUNTY LIBRARY SYSTEM - 14242 TUKWILA INTERNATIONAL BL Dear RYAN BUSSARD, 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: BUILDING - DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size l 1x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Any plan sheets or engineers documents produced by an architect or engineer shall be provided with original wet stamped and original signature on each sheet. Provide new sheets with wet stamp and signatures. Electronic copies shall not be approved. PW - DEPARTMENT: Joanna Spencer at 206431-2440 if you have questions regarding these comments. • 1. The second page of your plumbing application states that two (2) backflow protective devices over 2" diameter are proposed, however Public Works was not able to locate these backflow on plans. On your plan please add a backflow table listing size/manufacturer/model number of the devise and plan sheet number, so backflow location can be easily identified. 2. Sheet P03-01 Detail 2 calls out for 1" RPBP for hydronic MU. Please add manufacturer and model number of this device in your callout. 3) Submit backflow cut sheets for all the proposed backflows and circle the devices to be installed. Please make sure all backflows are WA State Department of Health approved devices. 4) Add "RPBP" to the abbreviations list and legend on sheet P00-01. 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 P S F MECHANICAL INC inWashington State Department of Labor & Industries P S F MECHANICAL INC Owner or tradesperson Principals REYNOLDS, JAMES P, PRESIDENT READ, ANDREW A, PRESIDENT BEARDSLEY, WARREN SCOTT, SECRETARY CRITCHLOW, JAMES D (End: 09/27/2011) Doing business as P S F MECHANICAL INC Page 1 of 2 Home lnicio en Espanol Contact Search L&I W � A-7 ,Index Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing 11621 E Marginal Way S Suite A SEATTLE, WAS8168 206-764-9663 KING County WA UBI No. Business type 601 318 369 Corporation Governing persons ANDREW AARON READ JAMES P REYNOLDS; JIM BEARDSLEY; WARREN S BEARDSLEY; 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. PSFMEI'090NZ Effective — expiration 08/09/1991-10103/2015 Bond ................ Travelers Cas & Surety Co $12,000.00 Bond account no. 105975899q Received by L&I Effective date 03/13/2014 03/13/2014 Expiration date Until Canceled Bond history Insurance ............................... Liberty Mutual Fire Insurance $1,000,000.00 Policy no. TB2Z91452741024 Received by L&I Effective date https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=601318369&LIC=PSFMEI*090NZ&SAW= 9/28/2015 t CV _z N 0 f] C B A 5 1 4 1 3 1 2 I 1 ABBREVIATIONS ....._.._..._._.......-----.._.... AD _._.._.....---... ---. ..__.. .. AREA DRAIN ....._.................._............._._................................. AFF _ ..._......_..._._..___......_............_................._.._..__._..._................................... _....................................................._......................................._.............. ABOVE FINISHED FLOOR AP ACCESS PANEL .................._.._...._...._ ........._............._ BLDG ......--..._....._..........._._..._._.._.._..-------...................................__.....__.............._ ........................._... _ . __........... _ ...._.._......._. BUILDING _._...---._.._........-----.-_.___ BOB -._..._....----._........--.--------................._.._._.........---._._.......----...... ...... BOTTOM OF THE BEAM ..........._ _ .._.... _........_._........................................_........--_......---....._.. BOP __.._........_........---_... _......._... ...._.......................... . BOTTOM OF PIPE --.-.. -..- ------ BT -._:_..__._.-..._.._..._------ ._ - . -- BATH TUB BV BALANCING VALVE CA __... _ _ ; COMPRESSED AIR CD . CONDENSATE DRAIN CFH CUBIC FEET PER HOUR CFM --- CUBIC FEET PER MINUTE -----.------- ___.._-.--- CFS ----------------......__...__..............- - ._ _._ ..._... _ .. _ ..-- ........ CUBIC FEET PER SECOND CI ; CAST IRON _-__.-_....._.._...........__.__._.__.,_—__—_.__..__..._..__ CLG _____._.__....._.............. :CEILING CO CLEANOUT .......__.._.._.........__.........----..--------------...---.._._..__..._..._.._---..-.._....._ COTG ....................-----....----._...........------------....-----............._.__...._.__..._... CLEANOUT TO GRADE CONN CONNECTION CONT --. _. _................ CONTINUATION CP CIRCULATING PUMP _...._....._..._..._...............__._...._...._... CV ........_.._._.........._........._._......................... ._.. .... CHECK VALVE _ ._ CW ..---------.._.__.._..._._.-.-..---- ; COLD WATER . .._ DF ,.__.._..-_................_._..__. ._._...._... _.._.... DRINKING FOUNTAIN DIA .DIAMETER ..__........._._.._..................__..._........._..._.._.._.._........_4............__..............__...._............_..........---.._........__..._.__......__..._........ DN DOWN --- - _... DR ------.;.--.....__......_._..- __..__...---..__..._ `DRAIN _._......_..._._.........-.-.__.._._. DROP ..._....__...-.-------..._.....----.._....---------------...._.__.._._..... _...__.._. _. __._......----.._....._...... DROP (WITHIN FLOOR) ----- ------------.,.- DWP - --.._. --- - -------- -- ; DOMESTIC WATER PUMP ...................I........_..._......_.. _ DWG .... ,_........--------....I._ DRAWING ----.--..... ---- --- E -- --------- EXISTING -------- -- EL ----._......-----..._....._..---.......-------...._;---- - ELEVATION_........._......----............ ---------- ---._.........._ _. ET --......__.....-----------..... EXPANSION TANK - EWC ELECTRIC WATER COOLER ______-......._---..._........._....------- EWH _-.-..-----.-._..__..__._...._.._...._...._._._._......_.....-----._..... ELECTRIC WATER HEATER FCO _.._....__.._-._..__._.._..._... FLOOR CLEANOUT -----._......____._...._ ._. .--------------..._..__. FD FLOOR DRAIN ____._ __ FL FLOOR ...__......_..........._......._._..... FLH ......_.............._----._...---................._....---._................................_...._..............._............................_............... FLOOR HYDRANT FS FLOW SWITCH -- - - ------ - ................__..._...._..............._................_..........._............._._........_.............._.................................... ...__......_........._......._........._.._........----------..........------ FSK FLOOR SINK FT FEET ....................................._.............................._.._...__.............-.._............_......._............................................................................................................................................................._.._................................................................................ FU ` FIXTURE UNIT .._.....................__....._._...._._.............._............_............ GAL .... ...-_............_.._.._.._.__....._. _......_...._.............................._....._.__..............._............ _._. GALLONS _ . ..._................. GD ........................................_.._._._......................................_....._............._.........._.............-----............_.._.._.....................................___................._...._..............................._.....__...................................................................................................._........ ............._..:_......................_.._..... . ._...... ........ ..._.. ._......... ..__.... ...... _ 1- .................... GARAGE DRAIN GPM GALLONS PER MINUTE ............................................................................................................._:..................................................................._.......................................................................-..........................................-...............................................__..........I............................ GWH GAS WATER HEATER ..................................................................................................................................._..........................._..................................................................___..................-..............................................................................................................._................._ GWS GRAY WATER SYSTEM ... . GV ......................_........................................ . ................ .......... _ ....... ___..._ ........ .._. _... ................... GATE VALVE HB _...........__......_.................................__..........._..........................._............................._........................._..............-.........................-.................._......................._......_.............I HOSE BIBB ..... .................. .. HD ....... .. ......._ ........... ....._ ...... ....... ......... ..._ ..._ ............ .................. HUB DRAIN ..........-..............................................._.._..........................................;..........._...._..__.........-----..........._.._....._.......__.......-.....................-.........................................._........................................................_....._.......................................... HW HOT WATER - _ ._... __ _ -_- HWR _ _ _ _.- ___.__ ._ __ __ _ _ __ _ __ ___ ; HOT WATER RETURN .._....._.................._..--_..____....._._..............._............................_..........._.__._._._.....__........._......__......._.....__._............_._........__................... HX ---....._._.._........._......._._..__......_..._.__........_.__._..._........... HEAT EXCHANGER --- ID - ----------- -- -- ------ - _ -- ; INSIDE DIAMETER . _....._........_._.....__....__...._._......_._._._......................_..__........._----...-._. IE ..._........__...._..__...........---...._.._...._...._......_......._.._.._._...._................._.._..._....._..._.._.._.._..._..................._........................._. ; INVERT ELEVATION IN ; INCH _._...-----..__......._. ____..._.._._._..--....- IW ---------._._._.....---...---.._..._._.._.......-------......._._._.._._..---...._._. INDIRECT WASTE L : LAVATORY .._..._._...__.._.__...------..._----..._.__...._-....__.._......---- LDR --------...._............._...-----........_...._....---....._..._.....---...__......_............---_.. ; LEADER ABBREVIATIONS POC ........_..__.. _.. _..........._--...--_..._ POINT OF CONNECTION ....................._.._..._....................._.........................._._................._..............._...._............._................................._....................................................................-...................._..............._................_._..................................... PRV PRESSURE REDUCING VALVE PSI POUNDS PER S UARE INCH . Q ..........----..._.._....._..............._..---.._-........_..__.........- PSIG ......__.............--....__......_._...__......_._........_.__._.._._..._._.._........_..__..._._......__._.............__........._......_........ POUNDS PER SQUARE INCH (GAUGE) ........._...._..._......_-_..__........._....---..._._..._.__..._..;...----._...---..._...__ RC ................_........---...._.._........._........---...._............. _ .._ . __......... ROOF RECEPTOR _..................... _..........I .........:.. _....... .......... RD ........................................................................................................._................................................................ ROOF DRAIN R S E ----._..._T IN FL R RISE WI H 00 1 R BP RED CED RESS RE BA KFLO PREVENTER RW RECLAIMED WATER SA : SHOCKABSORBER ..._....._..._.._.._..__._.._.._.............................._.......-......--•--._...---._......_......._................_........................... SAN __.. _.._...__.............._ _.... _ .. ... SANITARY SD ` : SMOKE DETECTOR .__..__.....------._....._............._._.....__._......_.....-- SF -----.........._............................ _ .._ ....__..__......... SQUARE FEET SH . SHOWER ----.._ ................ SK _ .........._._..... .. SINK SPD ; SUMP PUMP DISCHARGE _...._..----..._......._.._........................_......_........---..,..._...__._._..._._._..__._............_.........._._....---.._.._....._........_...__...._...._._.............-._.__.....- JS ----.....---....-----....._...._........._..._...-- JANITOR SINK --- __..... ST _.,-- --------- - STORM PIPING .............. TD . TRENCH DRAIN TDH TOTAL DISCHARGE HEAD ....... ........................ TMV .._............................................ _. ._ .. .._ .... ....... ...... ` TEMPERATURE MIXING VALVE .... _.....__ TOP TOP OF PIPE _.........................---..............._......_............................._.._............,_.._........._......._......._..-_.._.._................._......................_...__........._..........................._.............._......- TOS - ...._............ _...__.._._._.. _..... TOP OF SLAB ----------...............__...__.._..........._...__._...._..... TP -------..__._.._._..._....._......................_.._...................__........_...._._......_....._...____.....__.._-...--_-....._._......._.-...._..._._._-._............. TRAP PRIMER ....................-.............._..._._._:..........__._................_......_...................._....._.__......................................_.......__._.............................._._........._..................._................................__-......_......................_..............._...__.__ TPV _....................._. TRAP PRIMER VALVE .-------......---...-----....-----.......-.._-.---...__..._.....-- TS --------.---..........----._..._......----------......_....---._...----...---.._.._..._.._.___._.....__..._ I TAMPER SWITCH ..------._............................._._._.__...._._.._._....--------.._....._...__....__..._............---.._....__.._...__......_.._.............__..........._....--_..........-------...._._........_....._.._.._._._.._.._---_..._... TYP TYPICAL -- ---. -._------------- UON ---- ---...----.._...__._.......---..._....._._..................._----------._......._......__......_.._..----- UNLESS OTHERWISE NOTED ......._..............__.........__........._..............._.... UP ;............_._.._..............._........................................---....._._._.._....._..._................._._.........._..._._....._._.__._......_........._....-.-----..............._..........._...._................... UP (PENETRATES FLOOR SLAB) ---._..__...._-.-----.._�_..---.... UR -.._....._.__...--- _ _-.._....---- --------------._.... _..__.._... URINAL -------.---- V --. ----------------.------------------------- VENT ----------...__..._...---...._._....-----------...-- VB ------...-.._-..__.._...._.._........-----...._....__............------..._.._......._..---._..-..------------_...._... VACUUM BREAKER ------ .--------_____ VTR -- ----------------------..__----_...__ _ _ _ _._------ _ VENT THROUGH ROOF ---._.__...._.......__----- WC --------.-...._._.._..----------._..-._...-..__....- ----- _..... WATER CLOSET --------- Z1H -----: -- ----- --- ZME HYDRANT P E R K I N S PLUMBING LEGEND AND ABBREVIATIONS + W I L L LEGEND Y STRAINER WITH BLOW OFF VALVE FLEXIBLE CONNECTION ....__._.........---........_._._......_._................_...._.._....__._._.._...._,.._..._._...---..-.-----...._.__....-------..._....._....._.........__..__.-..._...__.._..._......-----........__......_...__............._....._....._._........._............ X () H L O O . EXPAN I P IZE S ON L00 S ; SEISMIC JOINT ............................................................................................................................................................................. I _............................................................_._........................ _. ...... _............_........ SHOCK ABSORBER VACUUM BREAKER QM .... MANUAL AIR VENT _..4......... ........................................._..................................__..._.................. .. _...... .........................._. .. _ _... ......_............. AUTOMATIC AIR VENT � PRESSURE GAUGE AND COCK THERMOMETER 4 ; WATER FLOW SWITCH 0 0 RUNNING TRAP BASKET STRAINER ; VALVE (SPECIFICATION FOR TYPE) �� ter-- CHECKVALVE E K VALVE WITH ABD CH C �Q^ ��y- SOLENOID VALVE ..P.. ��V— — — PRESSURE REDUCING VALVE ...----- ....................._.......---.................._._._................;............._.._................_._........._......__.....---- -....----._..._....._........_....................._................................................_......_........... OS&Y OU TSIDE SCREW & YOKE VALVE ( �r SEISMIC VALVE MISCELLANEOUS LEGEND (CONTINUED) ECCENTRIC REDUCER E.R. O _ ; SLEEVE PUMP METER -I- ; HOSE BIBB WATER HAMMER ARRESTER ® ® FLOOR DRAIN, AREA DRAIN, PLANT DRAIN, GARAGE DRAIN 0 RN FLOOR SINK _..__..__ ............._..............._........, 0 O .............. ........ _......._....._.........._..............._......_.................................................. ROOF RECEPTOR O ` ROOF DRAIN OO ; OVERFLOW ROOF DRAIN POINT OF CONNECTION NEW TO EXISTING ( ) .. BOTTOM PIPE CONNECTION E TOP PIPE CONNECTION -_...._..._.._._ _...._._.....----._.....__...._......_._...;--......._._......... _....................-- .........._....._........... ......_ ......._. _._......._....__.. .-.._..._. VALVE IN VERTICAL P-TRAP �— FLOOR CLEANOUT GRADE CLEANOUT CLEANOUT/PLUG C PIPE DOWN PIPE UP E CAP 0_3 CHANGE IN PIPE ELEVATION ARROW INDICATES DIRECTION OF FLOW PITCH PIPE DOWN IN DIRECTION OF ARROW INSULATED AND HEAT TRACED PIPING ELECTRIC WATER HEATER SCHEDULE MARK DESCRIPTION SERVICE RECOVERY (GPH) TEMP RISE (DEG F) ELECTRICAL DATA BASIS OF DESIGN REMARKS V PH WATTS AMPS EWH-1 ELECTRIC TANK (30 GAL) WATER HEATER RESTROOM CORE 25 100 208 1 6000 28.8 AO SMITH DSE 30 2 EWH-2 ELECTRIC INSTANTANEOUS WATER HEATER SK-1 IN MEETING ROOM 1 51 208 1 8300 40 EEMAX SP 8208 FC 1 NOTES: 1 LOCATE UNDER COUNTER 2 PROVIDE AMTROL THERM-X-TROL ST-5-C EXPANSION TANK PIPING LEGEND WATER - - DOMESTIC COLD WATER PIPING -- DOMESTIC HOT WATER PIPING --- DOMESTIC HOT WATER RETURN PIPING TP TRAP PRIMER IRR IRRIGATION PIPING NPW NON -POTABLE WATER TW TEMPERED WATER GWS ' GRAY WATER SUPPLY . WASTE/VENT/STORM SAN SANITARY (ABOVE FLOOR) — — AN — — S ANITARY BELOW FLOOR S ( ) ----- V ----- ; VENT PIPING ST II STORM DRAIN P P NG IW INDIRECT WASTE PIPING CD CONDENSATE DRAIN PIPING DRAWING LIST P00-01 PLUMBING LEGEND, ABBREVIATIONS AND SCHEDULES P02 00 PLUMBING FOUNDATION PLAN P02-01 PLUMBING FLOOR PLAN - LEVEL 01 P02-02 PLUMBING FLOOR PLAN - LEVEL 02 P02-03 PLUMBING ROOF PLAN P03-01 PLUMBING ENLARGED PLANS P05-01 PLUMBING DETAILS 4EPARATE P'' CRMI T REQU#RED FOR: ebha rncat tectricaF Q Plumbing Gas Pi pin9 CittY of Tukwila . r r l.�li.t3l€�t� !i!t«crnnr REVIStt3N� W changes shaft be ;Wade to the scope of worts without prior approval of Tukrrrila Building Division. NOTE: Revisions wilt require a new plan submittal and may include additional plan review fees. PLUMBING DRAIN SCHEDULE TYPE DESCRIPTION MANUFACTURER MODEL NO. GRATE SIZE NOTES PLUMBING FIXTURE SCHEDULE MARK FIXTURE DESCRIPTION BASIS OF DESIGN (PER KCLS STANDARDS) CONNECTIONS REMARKS W V TRAP CW HW WC-1 WATER CLOSET WATER CLOSET, DUAL FLUSH, ADA KOHLER K-4325, BEMIS 1955C SEAT, SLOAN WETS 2050.1401-1.28 G2 FLUSHOMETER 4" 2" 4" 1" - WC-2 WATER CLOSET WATER CLOSET, DUAL FLUSH KOHLER K-4325, BEMIS 1955C SEAT, SLOAN WETS 2050.1401-1.28 G2 FLUSHOMETER 4" 2" 4" 1" - UR-1 URINAL WATERLESS URINAL SLOAN WES-1000 1-1 2" / 1-1 2" / 1-1 2" / 3 4" / - 1 L-1 LAVATORY LAVATORY, WALL HUNG, SENSOR OPERATED, ADA NAMEEKS MODEL NO. 758711 WITH TECHNICAL CONCEPTS MILANO AUTOFAUCET 1-1/4" 1-1/2" 1-1/4" 1/2" 1/2" 2 L-2 LAVATORY LAVATORY, WALL HUNG, SENSOR OPERATED, ADA KOHLER K-2005 SINK WITH TECHNICAL CONCEPTS MILANO AUTOFAUCET 1-1/4" 1-1/2" 1-1/4" .1/2" 1/2" 2 SK-.1 SINK KITCHENETTE, SINGLE COMPARTMENT ELKAY DLR-191910EK WITH CHICAGO 786E3SW FAUCET 1-1/2" 1-1/2" 1-1/2" 1/2" 1/2" 2 SK-2 . SINK BREAK ROOM, SINGLE COMPARTMENT ELKAY LRAD2522 WITH CHICAGO 786E3SW FAUCET 1-1 /2" 1-1 /2" 1-1 /2" 1 /2" 1 /2" 2, 4,5 DF-1 DRINKING FOUNTAIN BI-LEVEL, ADA ELKAY EDFPBMV117C 1-1 /2" 1-1 /2" 1-1 /2" 1 /2" 1 /2" JS-1 JANITOR SINK FLOOR MOUNTED, CORNER SERVICE SINK FIAT MSB-3624 WITH CHICAGO 897 FAUCET 3" 1-1/2" 3" 1/2" 1/2" RH-1 ROOF HYDRANT NON -FREEZE ROOF HYDRANT WOODFORD SRH-MS - - - 3/4" - WH-1 WALL HYDRANT NON -FREEZE WALL HYDRANT WOODFORD B65 . - - - 3/4" - 3 GENERAL• . A ALL PLUMBING FIXTURES AND ACCESSORIES LISTED ARE KCLS STANDARDS AND SUBSTITUTIONS ARE NOT ALLOWED. NOTES: 1 CW TO BE PIPED TO FIXTURE AND CAPPED IN CHASE. 2 PROVIDE WITH THERMOSTATIC MIXING VALVE - 3 OR ACCEPTABLE. EQUAL BY ZURN MANUFACTURING . 4 PROVIDE GARBAGE DISPOSAL, INSINKERATOR, BADGER, 5XP 5 PROVIDE INSTANT HOT WATER DISPENSER, INSINKERATOR, HOT1 . .r, t�iT . ^cpiZ SI- A �- 'L IC 1:� 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tu wila Libra 14242 Tukwi la International Boulevard Tukwila, WA 98168 • • •' ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions .a¢M, _ k t * �+ E • # !« f -� # -: # • i __ ' • r �� , . I- • t . 3 ry'. r r • r, • • w 't t 0 I " 9 r Y i 0 f C3 � �A .@J'Ai'C"a I x : SEP 2 2 2015 /�� UW x c t' Tom+ !'a i ,UFL� � //ti .D1 F;i�1 L-.l�tr IiteLi.Ir CORRE TION LTR#� 1 PERMIT REV 8/26/15 NO ISSUE - DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING LEGEND ABBREVIATIONS AND SCHEDULES �` 0 0 n. 0 N W N 0 0 I I M ^ jj c " 'fir �:.:,.: , - �, `�. h 4 t <: P00-01 Copyright © 2012 Perkins+Will N 5 4 3 2 1 �ik E R K I N *Jf + W I L L 0 F. 0) M O 7 C U U� L O CV ca Y 0 L v O LL rL w J LL J U O J E- w V^^/ LL Y U ca W E U 0 0 a a O L ; r L O Q, Cn Ill I C Ill 6 DF' 1 DFL PLUMBING FOUNDATION PLAN 3/16" =11-0" 5 I 4 ( 3 I 2 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 p rkinsmdll.com '0 Tukwila Library D 14242 Tukwila International Boulevard SHEET NOTES. Tukwila, WA 98168 A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. King County Library 1111 f111 AI 1 IPf TfY f�l/ System ... ...... _ , NTI, �a a sue" "� 1�C SEP 2 2 2015 it .. Ya=2--, vlcav� ssasvaon IC B ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions CITY OP T'UKWILA SEP 0 3 2015 ipawn CWUgRDATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING FOUNDATION PLAN Sheet Raffu2=00 Copyright © 2012 Perkins+Will t - CV —Z 5 4 3 2 1 PER K IN S + W I L L R co O 7I U U� 0 N -C U C CD 3 J Y 6 LO 0 LL n. W J J U O _I co M M .— CO r O 0 a) N i ao U DI C 2" CIA 135.5 CONN 'POUT ►m 3/4" CW DN FROM ABOVE, 1 CWFU SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. NUMBERED NOTES: OPROVIDE AIR ADMITTANCE VALVE AT SINK VENT TERMINATION BELOW COUNTER (OATEY SURE VENT) 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinsvAll.com Tukwila Library D 14242 Tukwila International Boulevard C Tukwila, WA 98168 LibraryKing County System 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa ISSUE FOR BID 4/15/2015 Drawing Issue Date B -J -_ B I k - WFU- ......... __. __.._... I A WH-1 1 CWF TO DOWNSPOUT TO DOWNSPOUT TO DOWNSPOUT TO DOWNSPOUT 6' AFF. 6' AFF. 6' AFF. 6' AFF. PLUMBING FLOOR PLAN - LEVEL 01 3/16" =1'-0" EVF"wRED .zt I .PR 2 6 2016 SEP 22 2013 7 y 1 t at 41L VE NOV Revisions r tJ .e 50307 � �O �FCIS't ER� tS�� �SSIONAL �G1 a z0zat REC;Ei'.!EG CITY OF T'Li"KWILA SEP 0 3 2015 PERMIT CENTER NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING FLOOR PLAN - LEVEL 01 Sheet POZ =0 I Copyright© 2012 Perkins+Will 5 I 4 I 3 2 5 4 3 2 1 . . s P. CM O 3I C U U� LLB O N L U C P DO 3 H J Y 0 LO v 0 T LL d 2 w J U- J Q U O J o, 0i 04 o T N ` U N r►IIIIIIIIIIIIIIII WE I� I C 1 �l I A PLUMBING FLOOR PLAN- LEVEL 02 3/16" =1'-0" SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. B. PROVIDE 3/4" INDIRECT DRAIN FOR ROOF HYDRANT BARRELL DRAIN. ROUTE TO NEAREST FLOOR DRAIN OR SINK TAILPIECE. 3/4" CW DN 2 CWFU 3/4" CW DN 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 wm.perkinsWII.com Tukwila Library D 14242 Tukwila International Boulevard Tukwila, WA 98168 King County Library System IC ............. ISSUE FOR BID 4/15/2015 Drawing Issue Date _.__... _.............................. .......... ....... ....................... _ ............__......... ....... _............ XPIRED APR 2 20F -�- �_� � s SEP 29 2915 I r I O.N Revisions of Z� Zvts R E.(3 E i'•IE0 CITY OF Ti;KWILA SEP 0.3 2015 PERMIT CENTER NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING FLOOR PLAN - LEVEL 02 Sheet =0 Admak P 0 Copyright © 2012 Perkins+Will 5 I 4 3 I 2 (V 5 4 3 2 1 P E R K I N S +W I L L IIIIIIIIIIIIXIIII C B W:1 SHEET NOTES: A. COORDINATE ALL ROOF PENETRATIONS WITH ARCHITECT PRIOR TO INSTALLATION. B. PROVIDE 3/4" INDIRECT DRAIN FOR ROOF HYDRANT BARRELL DRAIN. ROUTE TO NEAREST FLOOR DRAIN OR SINK TAILPIECE. I : : : : : : IPIRED : I i a CC V : �R J✓""^ „ / .. x r r. 7' '"���, vn <a � w R �tt 3 t« 4a >Tc $ x Y .. ,� .... e _.�e �. .�: .. .r ,.✓�.. ,n K.m,.. ,z :a, .is' <a.v ,e> m. . ,... ,,,- .. .> ., ., .r e. � .:.7, �.z. < -x , ,. � ..zw a��s z. .,s z �vw ..-+ - .. Vi ._ a � .� � t, , .. a is ... ., , � .« y . _ � _ � . �F . �'" r � ✓. .--,To. isc, j�vn�v. ''Y. ."'`f.. "k^.. i -.. .,., .,. , < ,?.3 Y ..✓��. �b_ .,> re.,..<a „ ,.. .. ✓ .. , .k_, s .?.... ,' .c .. a PLUMBING ROOF PLAN 3/16" =11-011 4� VW-1 0� XIAV IC I IA 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinsWII.com Tukwila Library 14242 Tukwila International Boulevard Tukwila, WA 98168 LibraKing Coun Systel 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions Y/��tq R.CCa..7 Y LD 717/ / CITY 1 ©� I T ur,V41_A SEP 0 3 2015 PERMIT CENTER NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title PLUMBING ROOF PLAN Sheet IrEft 0 Oftk AdIlk F AZ=Ua co U 5 4 3 2 Copyright © 2012 Perkins+Will (V 0 B W1 � a a o rn r O LO i T L 0 m co m U 5 4 3 2 \ % 3/4" CW UP TO ROOF HYDRANT 4" V UP TO VTR, 35 FU 0 SEE MECHANICAL FOR CONT. I3/4" CW i' 2"VDN _ R P 2"VDN 1 4" V UP FROM BELOW LEVEL 2 - PLUMBING MECHANICAL ROOM PLAN 1/4" = 1'-0" WOMEN .............. ........ - 4 FDA (TYP.2 1 SF P05 01 SHEET NOTES: A. PROVIDE TRAP PRIMER AND TRAP PRIMER DISCHARGE PIPING TO ALL FLOOR DRAINS. B. PROVIDE 3/4" INDIRECT DRAIN FOR ROOF HYDRANT BARRELL DRAIN. ROUTE TO NEAREST FLOOR DRAIN OR SINK TAILPIECE. cam �JWIC (.'olp's @_ a-D(o- Lt33- 017% _�o �le T�Urlc E R K I N S + W I L L 1221Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 mmmperkinsv ill.com Tukwila Library D 14242 Tukwila International Boulevard Tukwila, WA 98168 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa 3 ISSUE FOR BID 4/15/2015 Drawing Issue Date ........... / 3 3 L_1 (TYP.2) ................... ........ . ! ......... ................................................... , ,! WC-1 ..... _........ f 1 FU ........ DF-1 2"CWDN L_2 �— PIPING NOT TO COME IN CONTACT WITH ACOUSTICAL WALL. LEVEL 1 - PLUMBING RESTROOM PLAN 1 /4" 1-011 1:M Revisions S [z�/m1� CITY OP TU'KWILA SEP 0 3 2015 PERMIT CENTER 1 PERMIT REV 8/26/15 NO ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG Checked TM Approved TM Title PLUMBING ENLARGED PLANS Sheet PjV& AF5 g% -A U ';) mu I 5 I 4 I 3 I 2 I 1 { �5 Copyright © 2012 Perkins+Will WARNING TAPE TRAP PRIMER VALVE 3"DRAIN RISER ' --_i.......:........... VACUUM BREAKER PORT CAULK AIRTIGHT WITH DISTRIBUTION UNIT N ACOUSTICAL/FIRE-RATED (WHERE REQUIRED) 2"AIR GAP SEALANT _, i _......_.. - FILL ELE T B BACKER ROD- ._...._ -• PEA GRAVEL GALVANIZED _. ........ ..- STEEL STANDPIPE PIPE RISER CLAMP o _ _. STEEL OR WOOD SHIM FLOOR DRAIN OR FLOOR SINK - WITH TRAP PRIMER INLET -1 ' ' 314 NEOPRENE PAD 8 z RISER CLAMP - - -- - FINISHED FLOOR -- - - - - -- - - - -- -- SLEEVE - -- ....... ....... N ROCK / IN EARTH 2 VENT - /F 0 R CO STRUCjION TYPICAL PIPE TRENCH SECTION /, SCALE: NTS NOTES: 4"P-TRAP WITH TRAP 1• PROVIDE ACCESS PANEL IN WALLS AT TRAP PRIMER UNIT LOCATIONS. PRIMER SAFING BATT INSULATION NOTES: 4"CONNECT TO CONNECTION SANITARY SYSTEM 1. UNDER FOUNDATION AND PAVEMENT AREAS - SELECT BACKFILL MATERIAL 0.2500 2. TRAP PRIMER VALVE SHALL BE MOUNTED ONE FOOT ABOVE THE COMPACTED IN MAXIMUM 8" LIFTS TO SUBGRADE OF PAVEMENT. FINISHED FLOOR FOR EVERY 20 FEET OF PRIMER LINE. 2• UNDER LAWNS AND OTHER IMPROVED AREAS - COMMON EARTH COMPACTED IN MAXIMUM 12" LIFTS. 3. INSTALL TRAP PRIMER PIPING AND UNIT PER MANUFACTURER'S RECOMMENDATIONS. PIPING MUST SLOPE TO POINT OF CONNECTION 3. IN UNIMPROVED AREAS - COMMON EARTH MOUNDED TO ALLOW NOTE: LOCATE PIPING 1 1/2" MIN. TO DRAIN WITHOUT TRAPS IN PIPING FOR SETTLEMENT. CLEARANCE OF GYPSUM BOARD HUB DRAIN PIPE ISOLATION AT FLOOR FOR WASTE PIPES AND RAIN LEADERS TRAP PRIMER INSTALLATION PIPE TRENCH SECTION S NO SCALE NO SCALE TYPICAL DETAIL NO SCALE 2 TYPICAL DETAIL NO SCALE FOR CONTINUATION & PIPE SIZE SEE FLOOR PLANS PRESSURE & TEMPERATURE HANGER ROD SIZE (SEE SPECS) RELIEF VALVE (TYP.) 1 1" HW THERMOMETER WITH 1" CW ADJUSTABLE CLEVIS HANGE VANDAL 1 W`41 GAUGE COCK R WITH BLACKTOP, CONCRETE OR RESISTANT COVER 1 SHUTOFF VALVE, TYP. 112" HWR EXPANSION TANK EARTHFILL MARKED "SEWER" THERM-X-TROL vy CLEANOUT HOUSING; LANDSCAPE OR WALK 1 ST-5A ASME \ . ' AREAS-CHRISTY BOX VERTICAL —UNION (TYP.) -- #F-8 VEHICLE TRAFFIC ELECTRIC RECIRCULATING PUMP AREA-CHRISTY BOX. STORAGE ARMSTRONG ASTRO 30B-TA INSULATION -SEE SPECS .'' #G-5 OR J.R. SMITH HEATER - PIPING #4256 EWH-3 LOCATE TWO SEISMIC STRAPS PER \\ 0 UPC 510; 4" ABOVE CONTROLS & 20" X 5" CONCRETE RING SEAL AIR TIGHT WITH GALVANIZED RUBBER CAP SECURED ' INSULATION W/BAND CLAMP TANK DRAIN ' PROTECTION SHIELD AT SMITH #9329 VALVE EWH \ , ` PIPE 113 DOWN FROM TOP OF HEATER EACH HANGER SUPPORT (NORMALLY CLOSED) (AS NEEDED) 118"BEND HIGH DENSITY INSULATION REQUIRED. (AT END ELECTRIC ELEMENT WITH CONTROLS OF RUN USE LONG SPILL TO SWEEP 90° ELL) FLOOR DRAIN DRAIN PAN FLOOR FINISHED LOWER LEVEL DRAIN NOTE: R13 INSULATION PAN UNDER HEATER "Y" BRANCH SIZE AS 1. SEE STRUCTURAL DRAWINGS FOR HANGER ROD CONNECTION TO STRUCTURE ELECTRIC WATER HEATER NOT USED PIPE HANGER AND INSULATION DETAIL GRADE CLEANOUT NO SCALE NO SCALE NO SCALE TYPICAL DETAIL NO SCALE SE' 2 2 2011 F 1221 Second Avenue Suite 200 Seattle, WA 98101 t 206.381.6000 f 206.441.4981 www.perkinswill.com Tukwila .Library D 14242 Tukwila International Boulevard IC I Tukwila, WA 98168 Library System r• s 600 University St., Suite 500 Seattle, WA 98101 (206) 342-9900 www.wspgroup.com/usa ISSUE FOR BID 4/15/2015 Drawing Issue Date Revisions ;7-t(oJzo(4- R ECEiVIE C CITY OF TUr:WILA SEP 0.3 2015 PERMIT CENTER FN_0_F ISSUE DATE Sheet Information Job Number 161028.000 Drawn BG A Checked TM Approved TM Title PLUMBING DETAILS Sheet P AO%k On A uffdm =0 don Copyright © 2012 Perkins+Will 5 I 4 I 3 I 2