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HomeMy WebLinkAboutPermit PG16-0154 - DIN TAI FUNG - PLUMBING AND GAS PIPINGDIN TAI FUNG 181 SOUTHCENTER MALL PG1 6=01 54 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.eov PLUMBING/GAS PIPING PERMIT Parcel No: 9202470130 Address: 181 SOUTHCENTER MALL Project Name: DIN TAI FUNG Owner: 2015 Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, WA, WA Cities Electrical Code: 92013 Contact Person: 2015 Name: BOB SATKO Address: PO BOX 1496, MAPLE VALLEY, WA, WA State Energy Code: 98038 Contractor: 2015 Name: LOCAL PLUMBING & CONST INC Address: PO BOX 1496, MAPLE VALLEY, WA, 98038 License No: LOCALPC063J9 Lender: Name: Address: , , , DESCRIPTION OF WORK: Permit Number: PG16-0154 Issue Date: 12/1/2016 Permit Expires On: 5/30/2017 Phone: (206) 396-6219 Phone: (425) 432-6647 Expiration Date: 8/23/2017 INSTALL ALL PLUMBING AND GAS PIPING FOR NEW RESTAURANT IN SOUTHCENTER MALL. CONNECT TO EXISTING EXTERIOR GREASE INTERCEPTOR. Includes installation of Thermaco Big Dipper Grease Trap for the coffee bar and 16 Reduced Pressure Principal Assemblies (RPPAs) for in -premise isolation and pumping of the existing outside grease interceptor. Valuation of Work: $285,000.00 Fees Collected: $2,161.84 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature: `^' 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:�Wl��i U'd U tta q� Date: / Z/06 Print Name: &0kK(JC Citi >r�,h C1 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: Grease interceptor pumping and installation of the Reduced Pressure Principle Assemblies (RPPAs) require a separate Public Works inspections; please call Public Works at (206) 433-0179 minimum 24 hours in advance to schedule these inspections. RPPAs shall be installed per manufacturer's specifications and tested by a certified tester. Backflow test reports shall be submitted to Public Works Inspector. Thereafter all the backflows shall be tested annually and test reports submitted to Tukwila Water Department, 600 Minkler Blvd, Tukwila WA, 98188, phone 206 433-1860, fax 206 575-3404. 16: Applicant shall have Baker Commodities inspect and pump existing outside grease interceptor and submit a written report to Public Works Inspector. Any construction work outside the building envelope requires a separate permit from the Public Works Department. 17: Contractor shall make sure that the sanitary sewer lines are not being tied to the storm drainage pipe system. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND r CITY OF TUKWILA F Community Development Department • r Permit Center • 6300 Southcenter Blvd., Suite 100 2 Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Plumbing/Gas Permit No.Ll ` (� Project No. + Date Application Accepted: t o — 1 � —1 Date Application Expires: L -k ((— or 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" 1"01 King Co Assessor's Tax No.: 920247-0130 Site Address: -2,8@0 Southcenter Blvd Suite Number: 712 Floor: 1 Tenant Name: Din Tai Fung New Tenant: m .....Yes ❑ ..No PROPERTY OWNER Name: Westfield Southcenter Address: 2800 Southcenter Blvd City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Bob Satko Address: PO Box 1496 City: Maple Valley State: WA Zip: 98038 Phone: (425) 432-6647 Fax: (425) 413-8467 Email: satko@outlook.com PLUMBING CONTRACTOR INFORMATION Company Name: Local Plumbing and Construction Inc Address: PO Box 1496 City: Maple Valley State: WA Zip: 98038 Phone: (425) 432-6647 Fax: (425) 413-8467 Contr Reg No.: Loca1pc063j9 Exp Date: 09/30/2017 Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 285,000 Scope of Work (please provide detailed information): Install all plumbing and gas piping for new restaurant in Southcenter Mall. Connect to existing exterior grease interceptor. Building Use (per Int'l Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: H:\ApplicatiorisTomis-Applications On Line12011 ApplicationsTlumbing Permit Application Revised 8-9.1 I.docx Revised: August 2011 bh Sewer: Page 1 of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination I bath/shower 8 Dishwasher, domestic with 1 independent drain 7 Shower, single head trio 2 Sinks 21 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) 7 Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum 1 breakers not included in lawn sprinkler backflow protections 1-5 Fixture Type Qty Bidet I Drinking fountain or water 8 cooler (per head)_ 1 Lavatory 7 Urinal 2 Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric- 7 type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum 1 breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic 8 Food -waste grinder, 1 commercial Wash fountain Water closet 7 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 1 atmospheric -type vacuum breakers over 2 inch 51 mm diameter Gas piping outlets 14. Fixture Type Qty Dental unit, cuspidor Floor drain 8 Receptor, indirect waste 32 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 as Each lawn sprinkler 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 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 AGENT: Date: 10/11/2016 Print Name: Bob Satko Day Telephone: (425) 432-6647 Mailing Address: PO Box 1496 Maple Valley WA 98038 City State Zip H:\Applications\Forms-Apphcations On Line12011 AppbeationsTlumbing Permit Application Revised 8.9-1 l.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $2,161.84 PG16-0154 Address: 181 SOUTHCENTER MALL Apn: 9202470130 $2,161.84 GAS $279.38 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $191.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $55.88 PLUMBING $1,799.31 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $1,406.95 PLAN CHECK FEE R000.322.103.00.00 0:00 $359.86 TECHNOLOGY FEE $83.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9616 R000.322.900.04.00 0.00 $83.15 $2,161.84 Date Paid: Tuesday, October 11, 2016 Paid By: LOCAL PLUMBING AND CONSTRUCTIO Pay Method: CHECK 8530 Printed: Tuesday, October 11, 2016 1:32 PM 1 of 1 �?! SYSTEMS 'INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: D> u 7 -Al FL)IJ'C - Type of Inspection: PL 4)MAINC, 142/y L Address: f ` I 6vT��N R /►OLS Date Called: Special Instructions: Date Wanted: a. p.m. Requester: Phone No: Inspector: pate: �tE I 4-17"17 El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit s "�/'S INSPECTION 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 Pr t: I Type of Inspection: A PJAZ; �AL Address: 61/ Date Called: Special Instructions: Date Wanted: a. p. Requester: ��� Phone No: J Approved per applicable codes. LJ Corrections 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 RECORD_ Retain a copy with permit ` 0 / � INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P,faject: 61i T of Inspection: t! Address: Date Called: Special Instructions: Date Wanted a. Requester Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD � Retain a copy with permit INSPECTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: T e of Inspection: i� 174 1 O 4 IAJ GAS ) 0,Af6- Address: Date Called: M40 - Special Instructions: a.m. Date WantedAs- 3 7 p.m. Requester: I !�1 Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date:. > /5 1'7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD 4 Retain a copy with permit W 6 v �i- q INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: �� D/A) Tyne of Inspection: iZ� 004 - )AJ 17- vnn- Address: 454 LL - Date Called: Special Instructions: Date Wante a. let f7 p. . Request Phone No: Approved per applicable codes. LJ Corrections required prior to approval. (Inspector: /L �4 1uate: 0 JZ- */` 7 F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �-�- Retain a copy with permit F� U1 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project:T"of Inspection: %) ZiSop �P AL Address: Date Called: 194 XP Special Instructions: lee Date Wanted/ <. k ! 7 p.m. Requester. If Phone No:1246 �2 9/ " S�u Approved per applicable codes. E Corrections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Ql INS ftrrl0N N0. PERMIT N0. CITY OF: TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: NAA 1 k- Type of Inspection: Address- af, MALL Date Called: Special Instructions: a.m Date WanteZI %2 7 p.m. Requester: Phone No: LIQ Approved per applicable codes. L, Corrections required prior to approval. COMMENTS: Inspector: Date: F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD �� �/� Retain a copy with permit E9 y INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projgct: r i ` Zd Type of Inspection* Gnu '` dress: Date Called: Spe al Instructions: ��Gt� I-Lq/r �V- Date Wanted: a.m. 12 -- 2 --Requester: r Requester: � Phone No: �.... i` IJJLI�� ❑ Approved per applicable codes. LJ Corrections required prior to approval. Inspector:r—ceo� REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Tye of Inspection: fiJ L Address: Date Called: N Special Instructions: Date Wanted: _ a.m 2 6 p. _ Requester: 1 01 1?0B Phone No: &JCS - sq& - w12f Approved per applicable codes. LJ Corrections required prior to approval. (Inspector: ^ AnA (nate:' ?,/§-// 6 /§//6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. f ES -009 Job Location 1-6% � � � � ���''`� tALW EngineerQY Approval Series 009 Reduced Pressure Zone Assemblies Sizes: 1/4" — 2" Approval 'orrEIVED NOV 1 2016 TUKWILA vusuc WOf Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series is designed to protect drinking water supplies from dangerous cross -connections in accordance with national plumbing codes and water authority requirements for non -potable service appli- cations such as irrigation, fireline, or industrial processing. This series features two in-line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy main- tenance and assembly access. Sizes 114" — 1" shutoffs have tee handles. Features • Single access cover and modular for ease of maintenance • Top entry - all internals immediatel • Captured springs for safe mainten • Internal relief valve for reduced ins • Replaceable seats for economical • Bronze body construction for dura • Ball valve test cocks — screwdriver • Large body passages provides lov • Compact, space saving design • No special tools required for servic Specifications LoLIM �I UW�bi rl� Contractor's P.O. No. Representative &6 &4 Ko 009QT-S Cock No. 3 pec ED FOR all Type_ C009eCOMPLIANCE est Cocks APPROVED est Cock ice o. 2 illationpie r�n�et HAS U apair nNUUYY rst Check dule lily 114" — 2" sembly_ otted'/a" — 2" 4�1� ressLQi BUILDI G DIVISION ' A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fit- ting. The assembly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511-92; CSA B64.4. Shall be a Watts Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. Relief Valve 009M2QT 0 Test Cock No. 4 IT -- Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send tR&Qi� 4wLr=g)WB. CITY OF TUKWILA A�Et Inquire with governing authorities foNgy, irlsall2916 requirements ..IORRE TONPERMIT CENTER LTR# Watts product specifications in U.S. customary units and metric are approximate and aren�gnlon,only. eci easurements, Meese contact Watts Technical Service. Watts reserves the right to change or modify prospe ors with out prior notice and without incurring any obligation to make such changes and moditicavi Id. Available Models: 1/4" - 2" Suffix: DRAIN QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AOT - elbow fittings for 3600 rotation 3/4" - 2" only PC - internal Polymer Coating SH - stainless steel ball valve handles HC - 2'/2" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3/4" - 1" only U - union connections (see ES -0009) Materials: 1/4" - 2" Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U ('/2" - 2"). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Pressure / Temperature Series 009'/4" - 2" Suitable for supply pressure up to 175psi (12.1 bar), Water temperature: 33°F - 180°F (0.5°C - 75°C). Standards USC ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. (9 & @0 0 NO Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. UL Classified 3/4" - 2" (LF models only except 009M3LF) MODEL DRAIN for 909, 009 and 993 sizes A B in. mm in. mm in. mm lbs. kgs. 909AGA '/4"—%-' 009, A 13 2% 60 3'/8 79 0.625 0.28 '/4" 009M2/M3 909AGC '/4"-1" 009/909, 1 25 31/4 83 4'/8 124 1.5 0.68 1 "-1/2' 009M2 909AGF 11/4"-2" 009M1, 2 51 4% 111 6% 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2 4"-6" 993 909AGK 4"-6" 909, 3 76 6% 162 95/8 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 7% 187 11'/ 286 15.5 7.03 909ELA 1/4"-'/z" 009 '/4" 009M2/M3 - - - - - - - - 909ELC '/4"-1" 009/909 - - 2% 60 2% 60 0.38 0.17 * 909ELF 1'/"-2" 009M1, - - 35/8 92 3% 92 2 0.91 1'/4"-2" 009/909, 2" 009M2 4"-6" 993 * 909ELH 2'/"-3" 009/909 - - - - - - - - Vertical * Epoxy coated 01101in Dimensions and Weight: 1/4" - 2" 009 0091/4" - 2" in. A In. mm in. B mm in. C mm D in. mm L in. mm M in. mm in. N mm lbs. kgs. 1/4 10 250 4% 117 3% 86 1'/4 32 5'h 140 2% 60 21h 64 5 2 3/6 10 250 4% 117 3% 86 1'/4 32 51/2 140 2% 60 21h 64 5 2 1/2 10 250 4% 117 3% 86 1'/4 32 51h 140 23/4 70 2'/4 57 5 2 'A 103/4 273 5 127 3'/2 89 11/2 38 63/4 171 VI 81 2% 70 6 3 1 141h 368 5'/2 140 3 76 2'h 64 91h 241 3% 95 3 76 12 5 11/4 17% 441 6 150 3'/z 89 21h 64 11% 289 47/16 113 3'h 89 15 6 11/2 177/6 454 6 150 3'/2 89 21h 64 11% 283 CA 124 4 102 16 7 2 21% 543 73/4 197 4'/2_ _ 114 31/4 83 131/2 343 575/6 151 5 127 30 13 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" vy Capacity Performance as established by an independent testing laboratory.*Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) ''/a" 009QT 1 %" 009M20 kPa psi kPa psi 138 20 - 172 25 117 17 138 20 96 14 76 1 103 15 55 8 69 10 35 5 35 5 Ap 0 .25 .60 .75 1 1.17 gpm 0 0 0 .95 1.9 2.9 3.8 4.5 Ipm Ap 0 10 20 30 40 50 60 70 80 gpm 0 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi " 009QT kPa psi 1" 009M20T 3/ 138 20 -- 117 17 96 14 76 11 55 8 35 5 AP 0 .25 0 .95 50 1.9 .75 2.9 1 3.8 1.25 4.8 1.50 5.7 2.5 9.4 3.1 gpm 11.8 Ipm kPa psi %"0090T 172 25 138 20 103 15 69 10 35 5 AP 0 1 2.5 5 7.5 10 12.5 15 gpm 0 3.8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps kPa psi 207 30 165 24 124 18 83 12 3/a" 009M30 41 6 0 0 AP 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm 0 7.6 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps kPa psi * 1 " 009M2QT 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 5 10 20 30 40 50 60 70 80 gpm 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps MWAT"0 A Watts Water Technologies Company ES -009 1318 207 30 172 25 138 20 103 15 69 10 35 5 0 0 Ap 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps psi 2" 009M20T 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 20 40 60 80 100 120 140 160 180 200 gpm 0 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca © 2013 Watts FILE Nov 09, 2016 RECEIVED City of Tukwila NOV 14 2016 6300 Southcenter Boulevard, suite#100 Tukwila, Washing 98188 TUKWILA PUBLIC WORKS SUBJECT: CORRECTION LETTER #1 PLUMBING / GAS PIPING PERMIT APPLICATION NUMBER PG16-0154 DIN TAI FUNG —181 SOUTHCENTER MALL RECEIVED CITY OF TUKWVILA REVIEW COMMENTS BY CITY OF BELLINGHAM NOV 10 206 Dear Plan. Reviewer: PERMIT CENTER Our responses to the comments by the plans review of the City of Tukwila are listed below Comment #1: Since each permit stands on its own, please add a location plan / diagram showing Din Tai Fung space within the mall, so it can be easily found by our inspector. Response to Review Comment#1 Regional & Vicinity Maps have been added to the cover sheet showing project location. See sheet P0.1 Comment #2: Coffee bar shall be routed through the grease interceptor; revise your plans accordingly. Response to Review Comment#2 Both dump sinks ran to Grease Interceptor. See sheet P0.2 for grease interceptor schedule. See sheet P1.1 for grease waste routing. Comment #3: Show / label the dishwasher on your isometric plan and make sure that it doesn't tie into the existing outside grease interceptor. Response to Review Comment#2 Floor sink serving dishwasher has been taken off grease waste line. See sheets P1.0 & P2.0 Comment #4&#5: The back page of your plumbing permit application calls for seven backflows smaller than 2" and one backflow larger than 2". Provide a table listing all proposed backflow including their size / manufacturer / model# / location and what they are protecting. Response to Review Comment#4&0 y R, Cr' IAV Table has been added. See sheet P0.2. L T R # Comment #6: Since Din Tai Fung is a new restaurant moving in to the space previously occupied by the Rainforest Restaurant the Qxisting outside grease interceptors have to be inspected by your grease facility inspector. I[DrRhall a removed by a professional grease pumping company (Baker Commodities) cows mport shall be submitted to the city. APPROVED NOV 3 0 2016 City of Tukwila BUILDING DIVISION Response to Review Comment#6 General notes have been added to have Baker Commodities inspect and pump existing interceptor and to provide a report to the City of Tukwila. See sheet P0.1 Sincerely, Bob Satko PO Box 1496 Maple Valley, WA 98038 City of Tukwila Department of Community Development November 04, 2016 BOB SATKO PO BOX 1496 MAPLE VALLEY, WA 98038 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG 16-0154 DIN TAI FUNG - 181 SOUTHCENTER MALL Dear BOB SATKO, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Since each permit stands on its own, please add a location plan/diagram showing Din TAI Fung space within the mall, so it can be easily found by our inspector. 2) Coffee bar shall be routed through the grease interceptor; revise your plans accordingly. 3) Show/label the dishwasher on your isometric plan and make sure that it doesn't tie into the existing outside grease interceptor. 4) The back page of your plumbing permit application calls for seven (7) backflows smaller than 2" and one (1) backflow larger than 2". Provide a table listing all proposed backflow including their size/manufacturer/model #/ location and what they are protecting. 5) Submit cut sheets for all the proposed RPPA backflows and circle the devices to be installed. 6) Since Din Tao Fung is a new restaurant moving in to the space previously occupied by the Rainforest Restaurant the existing outside grease interceptors have to be inspected by your grease facility inspector. Any excess grease shall be removed by a professional grease pumping company (Baker Commodities) and written inspection report shall be submitted to the City. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. 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 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG 16-0154 6300 Southcenter Boulevard Suite #100 0 Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0154 PROJECT NAME: DIN TAI FUNG DATE: 11/14/16 SITE ADDRESS: 181 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ JAS Awc. Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 11/15/16 Not Applicable ' ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/13/16 Approved ❑ Approved with Conditions W Corrections Required ❑ (corrections entered in. Reviews) Notation: Denied ❑ (i.e: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Oidy CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY, PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0154 DATE: 10/11/16 PROJECT NAME: DIN TAI FLING SITE ADDRESS: 181 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: (� Building Division Fire Prevention ❑ z cow j�-�r-j � Public Works Structural ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required (corrections entered rrin-- Reviews) Notation: �c r,� av' -I REVIEWER'S INITIALS: Planning Division ❑ Permit Coordinator 0 DATE: 10/13/16 Structural Review Required ❑ DATE: DUE DATE: 11/10/16 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) 0 DATE: Permit Center Use Only I I� CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ fire ❑ Ping ❑ PW Staff Initials: ue 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: htW://www.ci.tukwila.wa.us REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center, Revisions w. il_1 not be aecep.!—d through the mail, fax, etc. Date: tk /I 1 y 1 b Plan Check/Permit Number: PG 16-0154 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Din Tai Fund Project Address: 181 Southcenter Mall Contact Person: f2b6 Sol"'() Phone Number:y)V Surnwrary of Revision: 59Z— A AP 44r-&- 1� 2 -5e -i5 ©f e�Xv;10YD 'P 0,1-N5 Gevve_cAi Dk1 Le.kY' -4-k D&,�tD k1 lei Fvcm Lcl.cA\ 2 - 6cPie5 of WA*5 Se.Yje=S 009 Wvul Qrc e_ &\cx-0c-,,) ASS,eMbkieS i - CoPN 0 CaYvc ;vg LL -Wer *1 Dcsk� kk J4 j2ow o'Fcan CAy of ivf-t►J;kq RECEIVED CITY OF,TU ILA Sheet Number(s): NOV-1 Q 2016 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on \applications\forms-applications on line\revision submittal Created: 8-13-2004 Revised: PERMIT CENTER King County W21 5� Department of Natural Resources and Parks Wastewater Treatment Division Non -Residential Sewer Use Certification • To be completed for all new sewer connections, reconnections or change of use of existing connections. • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Pleaser.nt or Type -,d�SD// SfJVo Property Street Address p -7 /'X lyi City State ZIP Wt-4-41-Spv74-Ie 4,1er wner's Name Subdivision Name Subdiv. # Building Name (if applicable) Owner's Phone Number (with Area I Property Contact Phone Number (with Area Code) Owner's Mailing Address 0010 01V10 ; 1</-V/ 114 lie/ re Lot # Block # A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units Public Private No. of Fixtures Public Private Total Fixture Units Bathtub and Shower 4, 4 Shower, per head . 2 2 Dishwasher 2 2 Z, Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 7 / Sink, Clinic flushing 8 8 Sink, kitchen 3 2 2f to Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 2 i0 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units I it 3 Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = 57 RCE 20 r ' For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # 12-02-17-0/310 Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? []Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes ❑ No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) RCE 187 �I C. Total Residential Customer Equivalents: (add A & B) A 095 B RCE RECEIVED CITY OF TUKWILA OCT 112016 PERMIT CENTER Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rate per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740. 1 certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission oforprected data for determination of a revised capacity charge. Signature of Own er/Representative/4i� Date lGe! ?ted Print Name of Owner/Representative beb -S*rW,0 1058 (Rev. 9/07) White — Kino Countv Yellow — Local Sewer Aoencv Pink — Sewer Customer LOCAL PLUMBING & CONST ITT.-, Home Fspanol Contact. Safety & Health Claims & Insurance inWashington State Department of Labor & industries LOCAL PLUMBING & CONST INC Owner or tradesperson Principals SATKO, CHRISTINE, PRESIDENT Doing business as LOCAL PLUMBING & CONST INC WA UBI No. 601 491 379 License PO BOX 1496 MAPLE VALLEY, WA 98038 425-432-6647 KING County Business type Corporation Page 1 of 2 Search L&I!:` A -I Index I lelp Mev L&I Workplace Rights Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .......................................................... Meets current requirements. License specialties GENERAL $1,000,000.00 License no. LOCALPC063J9 Effective — expiration Effective date 04/29/1994— 08/23/2017 08/23/2012 Bond Expiration date CBIC $12,000.00 Bond account no. SA9082 Received by L&I Effective date 08/23/2001 08/23/2001 Expiration date Until Canceled Insurance ....................... Ohio Security Ins Co $1,000,000.00 Policy no. BKS54545790 Received by L&I Effective date 07/26/2016 08/23/2012 Expiration date 08/23/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the'bond or savings accounts during the previous 6 year period. L&I Tax debts No L&i tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ..............I ............... ............. Infraction no. Trades & Licensing Help us improve https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=601491379&LIC=LOCALPCO63J9&SAW= 11/30/2016 SYMBOL U EF 1 1 M1.0 D G TPL 0 X DWG E, EXIST. GC I.E. OFCI POC TYP. U.O.N. CW D E, EXIST G HW HWC SORW TPL V PRV SYMBOL LIST DESCRIPTION DEMOLISH DRAWING EXISTING ITEMS GENERAL CONTRACTOR INVERT ELEVATION OWNER FURNISHED, CONTRACTOR INSTALLED POINT OF CONNECTION TYPICAL UNLESS OTHERWISE NOTED EQUIPMENT TAG DETAIL NUMBER SHEET ON WHICH DETAIL IS DRAWN COLD WATER DRAIN EXISTING GAS HOT WATER HOT WATER RECIRCULATION SOIL OR WASTE TRAP PRIMER LINE VENT BALL VALVE BACKWATER VALVE CHECK VALVE GAS COCK FLOW CONTROL VALVE (SET FOR 1 GPM) RELIEF VALVE BALANCING VALVE PRESSURE REDUCING VALVE UNION PRESSURE GAUGE WATER HAMMER ARRESTOR STRAINER SWITCH SEP a21AI L PERMIT REQUIRED FOR; ectrica 0 Plurrift D Gas of Tu1vw' No changes shall h? made to of oforlr WithOUt prior approval of Building Division. Pi )T : �;;s1�iS..10,,1S %till require a new pian submft Grid may include addiiiortW plan review fees. SYMBOL ISI X� • O .0 WC -1 4 FAI 1 041 IN 0 IN ABBY. I DESCRIPTION AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION ARCH ARCHITECT/ARCHITECTURAL BPA BACKFLOW PREVENTER ASSEMBLY BFF BELOW FINISHED FLOOR CO CLEANOUT DCDA DOUBLE CHECK DETECTOR ASSEMBLY DCVA DOUBLE CHECK VALVE ASSEMBLY DD DECK DRAIN DW DISHWASHER DWG DRAWING EC ELECTRICAL CONTRACTOR FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK GC GENERAL CONTRACTOR IE INVERT ELEVATION L LAVATORY MBH BTU PER HOUR (THOUSANDS) MC MECHANICAL CONTRACTOR OFCI OWNER FURNISHED, CONTRACTOR INSTALLED POC POINT OF CONNECTION RPBP PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY S SINK SOG SLAB ON GRADE SS OR JS SERVICE SINK (JANITOR SINK) TOS TOP OF SLAB TYP TYPICAL U URINAL LION UNLESS OTHERWISE NOTED VTR VENT THROUGH ROOF WC WATER CLOSET WH WATER HEATER WATER RISER TAG WASTE RISER TAG DETAIL NUMBER SHEET ON WHICH DETAIL IS DRAWN FIXTURE OR EQUIPMENT TAG PIPE SIZE FIXTURE UNIT LOADING FOR SANITARY SEWER/ MBH LOADING FOR NATURAL GAS/ SQUARE FOOTAGE AREA FOR RAIN LEADER GENERAL MATERIAL NOTES SOUND LINED DUCT SHALL BE FIBERGLASS, 1-1/2# DENSITY, 1" THICK WITH A MINIMUM NOISE REDUCTION COEFFICIENT OF 0.8. DOMESTIC WATER SERVICE PIPING FOR MAINS SHALL BE TYPE L COPPER WITH PROPRESS FITTINGS. DOMESTIC WATER SERVICE PIPING FOR RISERS, BRANCHES AND FIXTURE RUNOUTS SHALL BE UPONOR AQUAPEX WITH PROPEX FITTINGS AND CONNECTIONS SANITARY SEWER PIPING SHALL BE ABS PLASTIC WHERE APPROVED PROVIDED BY OWNER. VENT PIPING SHALL BE ABS PLASTIC WHERE APPROVED BY OWNER PROVIDE DIELECTRIC UNIONS WHERE GALVANICALLY DISSIMILAR METALS JOIN GENERAL NOTES INSTALL SEISMIC BRACING FOR ALL DUCTWORK, EQUIPMENT AND PIPING PER I.B.C. REQUIREMENTS. PROVIDE ENGINEERED AND STAMPED DESIGN DRAWINGS IF REQUIRED BY IBC. CONTRACTOR TO CONTACT OR HIRE A STRUCTURAL ENGINEER TO DETERMINE BUILDING AND SYSTEM IMPORTANCE FACTORS. UTILIZE ISAT OR OTHER SEISMIC BRACING COMPANY. COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WITH BUILDING STRUCTURE AND ALL OTHER TRADES. THE MECHANICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BEGINNING WORK IN ORDER TO OBSERVE EXISTING CONDITIONS. VERIFY EXACT SIZE, LOCATION AND CONDITION OF ALL EXISTING SYSTEMS, DUCTS, PIPES, UTILITIES AND BUILDING STRUCTURE. CLEANOUTS: NOT ALL REQUIRED WASTE/STORM PIPING CLEANOUTS ARE SHOWN ON PLANS FOR CLARITY. INSTALL ALL REQUIRED CLEANOUTS PER 2012 UNIFORM PLUMBING CODE. CLEANOUTS THAT REQUIRE ACCESS PANELS OR UNDER FLOORING, LOCATIONS SHALL BE APPROVED BY OWNER PRIOR TO INSTALL. PTRAP PRIMERS: PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS, AND HUB DRAINS THAT REQUIRE A TRAP. USE SIOUX CHIEF SERIES 695 OR EQUIVALENT. HEAT TRACE: PROVIDE HEAT TRACE ON ALL PIPING SUBJECT TO FREEZING. THIS INCLUDES P -TRAPS AND TRAP PRIMER LINES Al AT N ON NE AC DIN TAI FUNG WILL HAVE BAKER COMMODITIES INSPECT AND PUMP EXISTING GREASE INTERCEPTOR WITH WRITTEN REPORT SENT TO CITY OF TUKWILA. 2012 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2012 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2012 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS 2012 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2012 WASHINGTON STATE ENERGY CODE APPLICABLE NFPA 13 CODES GAS PRESSURE NATURAL GAS PROVIDER: CONTRACTOR SHALL COORDINATE GAS PRESSURE DELIVER WITH CASCADE NATURAL GAS TO PROVIDE 2 PSI GAS. PROVIDE GAS PRESSURE REGULATOR AS REQUIRED BY EQUIPMENT TO DROP PRESSURE FROM 2 PSI TO REQUIREMENT ON EQUIPMENT. USE OF A GAS PRESSURE REGULATOR THAT REQUIRES VENTING SHALL CONFORM WITH SECTION 410.3 OF THE INTERNATIONAL FUEL GAS CODE. WATER PRESSURE WATER PURVEYOR: CITY OF TUKWILA AVAILABLE STATIC WATER PRESSURE AT PIPE ENTERING BUILDING = 120 PSI CROSS CONTAMINATION CROSS CONTAMINATION CONTROL PROVIDED BY REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (RPBP) PER THE 2012 UPC SECTION 603. PIPE SIZING - WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SIZES CALLED OUT ON PLANS. MAXIMUM WATER VELOCITIES WITHIN PIPING SHALL BE AS FOLLOWS: COPPER TUBE AND FITTING SYSTEMS - 8 FT/SEC ON COLD WATER PIPING, 5 FT/SEC ON HOT WATER PIPING, 3 FT/SEC ON HOT WATER RECIRC PIPING STAINLESS TUBE AND FITTING SYSTEMS - 10 FT/SEC ON COLD WATER PIPING, 5 FT/SEC ON HOT WATER PIPING, 3 FT/SEC ON HOT WATER RECIRC PIPING PEX TUBE AND FITTING SYSTEMS - 10 FT/SEC ON COLD WATER PIPING, 8 FT/SEC ON HOT WATER PIPING, 2 FT/SEC ON HOT WATER RECIRC PIPING ALL WATER PIPING 2-1/2" AND ABOVE TO BE COPPER PIPING WITH WROT COPPER FITTINGS ALL WATER PIPING 2" AND SMALLER TO BE PEX TUBING WITH PEX FITTINGS OR COPPER TUBING WITH WROT COPPER FITTINGS. MAX ALLOWABLE PRESSURE DROP FOR ENTIRE PIPING AND FITTINGS IS 20 PSI 2012 WSEC TABLE C403.2.8 MINIMUM PIPE INSULATON THICKNESS (THICKNESS IN INCHES)° FLUID OPERATING TEMPERATURE RANGE AND USAGE •F INSULATION CONDUCTIVITY DESCRIPTION NOMINAL PIPE OR TUBE SIZE (inches) PO.2 Conductivity b Btu • in./(h • ft2 • •F) Mean Rating Temperature, •F <1 < 1-1/2 1-1/2" TO <4 4 TO <8 > 8 >350 0.32 -0.34 250 4.5 5.0 5.0 5.0 5.0 251-350 0.29 -0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0 141-200 0.25 -0.29 125 1.5 1.5 2.0 2.0 2.0 105-140 0.21 -0.28 100 1.0 1.0 1.5 1.5 1.5 40-60 0.21 -0.27 75 0.5 0.5 1.0 1.0 1.0 <40 0.20 -0.26 75 0.5 1.0 1.0 1.0 1.5 A. FOR PIPING SMALLER THAN 1-1/2 INCH (38 MM) AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, REDUCTION OF THESE THICKNESSES BY 1 INCH (25 MM) SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE B) BUT NOT TO A THICKNESS LESS THAN 1 INCH (25 MM). B. FOR INSULATION OUTSIDE THE STATED CONDUCTIVITY RANGE, THE MINIMUM THICKNESS (T) SHALL BE DETERMINED AS FOLLOWS: T = R€(1 + T/R)K/K - 1 j WHERE: T = MINIMUM INSULATION THICKNESS, R = ACTUAL OUTSIDE RADIUS OF PIPE, T = INSULATION THICKNESS LISTED IN THE TABLE FOR APPLICABLE FLUID TEMPERATURE AND PIPE SIZE, K = CONDUCTIVITY OF ALTERNATE MATERIAL AT MEAN RATING TEMPERATURE INDICATED FOR THE APPLICABLE FLUID TEMPERATURE (BTU x IN/H x FT2 x'F) AND K = THE UPPER VALUE OF THE CONDUCTIVITY RANGE LISTED IN THE TABLE FOR THE APPLICABLE FLUID TEMPERATURE. C. FOR DIRECT -BURIED HEATING AND HOT WATER SYSTEM PIPING, REDUCTION OF THESE THICKNESSES BY 1-1/2" INCHES SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE B BUT NOT TO THICKNESSES LESS THAN 1 INCH. REGIONAL MAP REVIEWED FOR CODE COMPLIANCE APPROVED Nov 3 0 2016 A C 411€ Tukwila WILDING DWISIOIV dooft PermitJ4 W-06. iDMI Pian review (approval is subject to errors and omissions. Approval of cons'iruciion documents does not authoriza the violation of any adopted code or ordinance. Recut of approved i=iaid Copy and conditions is acknaWledzo By:►s1u� t l e ala �� Date: - City of TukrAla VICINITY MAP DRAWING INDEX SHEET DESCRIPTION PO.1 COVERSHEET PO.2 SCHEDULES P1.0 x P1.1 MAIN FLOOR PLAN - PLUMBING P1.2 7 WN FLOOR PLAN - GAS P2.0 'ARY,'WASTE - ISOMETRIC P2.1 DOMESTIC WATER - ISOMETRIC P3.0 DETAILS Y �i SITE LOCATION Ai T4�'C. X 4 M_ REVIEWED FOR CODE COMPLIANCE APPROVED Nov 3 0 2016 A C 411€ Tukwila WILDING DWISIOIV dooft PermitJ4 W-06. iDMI Pian review (approval is subject to errors and omissions. Approval of cons'iruciion documents does not authoriza the violation of any adopted code or ordinance. Recut of approved i=iaid Copy and conditions is acknaWledzo By:►s1u� t l e ala �� Date: - City of TukrAla VICINITY MAP DRAWING INDEX SHEET DESCRIPTION PO.1 COVERSHEET PO.2 SCHEDULES P1.0 FOUNDATION PLAN - PLUMBING P1.1 MAIN FLOOR PLAN - PLUMBING P1.2 7 WN FLOOR PLAN - GAS P2.0 'ARY,'WASTE - ISOMETRIC P2.1 DOMESTIC WATER - ISOMETRIC P3.0 DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED Nov 3 0 2016 A C 411€ Tukwila WILDING DWISIOIV dooft PermitJ4 W-06. iDMI Pian review (approval is subject to errors and omissions. Approval of cons'iruciion documents does not authoriza the violation of any adopted code or ordinance. Recut of approved i=iaid Copy and conditions is acknaWledzo By:►s1u� t l e ala �� Date: - City of TukrAla VICINITY MAP mIU min miv M3" -I� #161 1 1/2" RPBA WATTS #009QT #162 1 1/2" RPBA WATTS #009QT #185 1 1/2" RPBA WATTS #009QT #212 1 1/2" RPBA WATTS #009QT JA11►v 1:11►i[Cil 2Fago1:4=.'`1f1:Im11110 _I69_J HW CW ME i mg C- W � W m r J C CL V WC1 - 4-SAN(6) (TYP OF 2) 4"FCO UR1 2-SAN(2) (TYP OF 2) START PANT: -17" SLOPE: 61.17' ® 1 / " P R FOOT = -40.29 POC: IN ELEV -57.29 8 c CONNEC1 TO EXISTING SANITARY SEWER MAIN. INV. ELEV. -57.29" Fs1 2"SAN(3) 105,107 UTILITY 104 HALLWAY 106 MEN'S 107 DRY STORAGE 2"SA(1) FS1 3"SAN INN 1111,0,1110 NINO 111'N 111'N 11 y Is hqk at I lb 2"SAN(2)WO P 108 4"FCO ,— •,.; -"fir=;�Y�.�i3/;•�[ .Ir/.IY�IIyi �� .. n _ 1 'ate • •� i uuuuuurun �� . • utttn ELM u�uawnuu�, ..��ei A `/llllllrlllll!►,/j1011i"/Tlrlllllr1111111r111I1`IIIIIIIfIr1111V.1/11111: � 111111�►► 11111111111111µ�} IIIIIIIIIIIIII ' 1111111` 1111111�i!(>IIIIIII IllllllliilIIIIIII 111111 at'1111111 �" n t �A1�1lI�In�I�� 11111!lII�ItItilllnlli,�Illlllll�llllIII11l�l, Alin n "I...... 111111 111111µ �,�.Illilll 411111111111��Wii'lllllllll ��� (��� �1,; � �I ■�. unto mtnnnunnllnni s ..I' ulAl�'tnueannnlra�a � �D� ��J twum IIIA Illllliillllllll� llrlll/,,:i111ntilnnitln�O ®1 r r r � � N� ` 1 \f .ale _ � ����i.■1 ago, ' "�`� ' - - i • - ... p ^- ���5099.... ........ -6.mwMINE ` / �� —� +,e • � I ��r � �—_. 1 ,:'w tf w IIf� r�►„o� �•r11Y��_ �r SIMMONS _- ._.=.,nom= �.�,,,,, � �_ , . unnnnnnrlo::'tnrers:uamcmr'nnnnniuunrr� '�a 114.:11111!i!J�%111111111 \�� + l� -•� ,.I�N�I�, 1111/11111 Hilinm°nrirriiiii 1111/11111 ;� , ® �.�, ; II►, I��.I1l..�II111111.�_.•�t���� . .....,. � ,•_...•."�•."`�`.. ___ _,/llllllitintllilil„Iilllllintlln31111, t111I1t111tIn1111I/,� ��r,�,,,-/,wl11tJ w�—s �� �,'s +,r "f�.l a � ar►�r.•rr�iwnwr r.•r�w•w•r•.•��r -.� .�, _�w•� -.. �'-�-"_=^--s,.. � �aairi.:rsw�.rrrirr rrrrrr•.'•r�rrwsar.r�rr.r, ,.�•.�- `" : '�` w�iira+uaru�r.•rtvr�rirMr_ � r iii ir�i•i FOUNDATION PLAN - PLUMBING Scala: 1/4” V-13" 161 FS1 156 BR�$AGE 160,162 - U C DRY FS1 2"GW(3) 43 • IN F U- 2-SAN(3) 226,228 3"FCO 06 05 FS1 215 FD1 1 208,210 163 2-SAN(3) L 4"FCO 4 2-GW(3) 165 68,69 PICKUP 60-66 nF 1 2G FS1 122 t 2-GW(3) 56 PICKUP 5 S 2"GW(2) U 2-GW(3) 41 C DRY FSS GE 2"GW(3) 179,192 _ F� 3"FCO 2-SAN(3) 224 ENTRY 100 y HasT LALMAWIfif 12� (1 i DUMPLING STATIO 625-1: •1.ar- S 2"GW(2 coo I 119 2"SAN REVIEWED FOR ODE COMPLIANCE APPROVED 4 NOV 3 0 2016 City of Tukwila BUILDING DIVISION 3"FCO FS1 -"FS1 2 SAN(3) 182,183 REVISIONS 1 PERMIT SET 10/4/2016 CORRECTION LETTER #1 11/9/2016 a E U Os Co C 0 c U O` N mCo ~ W � rL 0 RECEIVED CITY OF TUKWVILA mov 10 2016 PERMIT CENTER WA 41926 2"CW(162) 1 /2"CW(5) DN TO WC1 (TYP OF 2) 1 "CW(14) DN TO UR1,L1 " 2 CW(153.5) 1 /2"HW(2) 1/2"CW(1.5) 1 /2"HW(1.5) DN TO 240 RPBP SUPPORTED BY STRUCTURE - UTILITY 104 3/4"CW(7) 1 /2"HW(1) DN TO 233,234. 235,236,237 - 2"CW HALLWAY 106 f � MEN'S 107 DRY STORAGE 1 /2"CW(1.5) {72- DN TO 16 - An SAFE 15 _ AM a 1 ! 3/4"CW(8) 3/4"HW(2) 1/2"HWR ��li��ll�l��'�'��■��■��II��IIII��I��1111'�� y DINT► 103 1 ! ■ N 111 rAK- —_� ■ '► IL ' nowel lil'1ti „ i. <.. �tllrliwl r --�' wllUlnllitl1N11 •..,Ii'„' � \ \ � ' �./�.'. 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FA TO` 100 1 "CW(39P--' 1 1 /4"HW(33) 3/4"CW(9) 1/2"HW(3) DN TO 157,160, 161,162,164,168,185 WIN II ` 'MAW, oa,0► a i M Loiii • ■��L/�s'aat�.—"�1 {.i�"T �11� (INiiTilT'rrilk�1t n1)� PLAN NORTH MAIN FLOOR PLAN — PLUMBING Scale: 1/4" >: V-0" a d» CV PICKUP +1s 1/2"CW(3.5) 12 N TO 68,71 2,73 13 1lnft PICKUP - 41-4- 4' =4= 4' N ENTRY ' 100 1 1 /4"HW(26) ly 1 /2"CW(1) TO -GO ON TO 182 PICKUP TYP OF 2 " 0 0 0 0 0 0 0 0 EM 1� Coo 0'' ,Ip 2'-8" REVIEWED FOR OSE COMPLIANCE APPI�®VfED 'NpV 3 0 2016 City of Tukwila BUILDING DIVISION _O 1 SPAIV J111111111 RNA, " 1/2.1 W(7.5) 1 /2(6.5) UP 212,215, 21718,219,22 3/4CW(11) 1"H f17) REVISIONS 1 PERMIT SET 10/4/2016 A CORRECTION LETTER #1 11/9/2016 -a E 2 U Os C � C U O o `+ L LU a s 0 � � a O / W(3.5) / W(2.5) N 0 173,177, 8 om1 2 W(3) � n CD W j j JCO +24" © Q Co 14 0 2 W(4.5) � � ch2 W(4.5) � W Q NO 0 119,134, Ad _ � z J z LL m =— e MLJ Q 1.1. u +24" 14 DATE: 10/04/2016 SCALE: AS NOTED DRAWN: JG 1 /2W(1.5) DN 0 144 RECEIVED CITY OF TUKWVILA NOV 10 2016 PERMIT CENTER 41826 NOV a 0 2016 � Scale• loom , � �" v� ,v ® � PERMIT CENTER City of Tukwila BUILDING DIVISION 5 V W X Y Co 75 F I R3U U T MAU 1 y 1. y (E)2 G(700 MBH) -- (E)1',G(700 MBH) F 1/2"G(74 MBH) 3/4"G(74 MBH) LE T (E)1 1/4"G(250 MBH) K x RTU 1 T (E)2"G(3390 MBH) y (E)2"G(3140 MBH) DN Ed y w -21 T T (E)2"G(4164 MBH) ROOF PLAN Scale: 1/4* - 1'- 0 T T 'A T 1 C 1 1/2"G(400 MBH) 3/4"G(400 MBH) (E)2"G(4564 MBH) PLAN NORTH 04"Ar Np- 9 (10 EXISTING GAS METER (2 PSI)_ T y (E)1 1/4"G(250 IMBH) (E)1/2"G(250 MBH) - (E)2"G(4814 MBH) 7' T T -v y T T RTU 2 y N T y REVIEWED FOR CODE COMPLIANCE APPROVED RECEIVED NOV 3 0 2016 CITY OF TUKWILA NOV 19 2016 City of Tukwila PERMIT CENTER BUILDING DIVISION REVISIONS 1 PERMIT SET 10/4/2016 A CORRECTION LETTER #1 11/9/2016 �E U N Os � = 2 O 4 y ' � W U 'L7 � a O 3 W J =jpJ a �00 cor U. (J �- W � � j z LL 100 xzm O � 25 .jo0 C. U) DATE: 10/04/2016 SCALE: AS NOTED DRAWN: JG CHECKED: RH 41926 2"VTR i I I 2"VTR i 231 2"SAN(2) i 4"' I (TfF I 4. I I WC1 2"V 4"SAN(6) 3NTR I ` FD1 2"SAN(2) I I 3"VTR I 2 VrR I I FS 1 1 Co 2 SAN(3) I 2"V ,�' i i i 224 / ' I I I I L r 3"FCO 2"VTR / ' � i 1 � \ I FS 2nSAN(3) FS 1 I I I \ \ 208,210 2nSAN(3) I I I I i \\ 3"FCO `\ 215 226,228 2-SAN(3) I \ FS FS1 \ \ \ \ 2-SAN(3) 3"FCO \ 2"SAN(3) 208,217,218 208 TRAP SEAL PRIMERS !Y/ cSl�'�fr` No form of trap that depends for its seal upon �the action of movable parts shall be used. Each fixture trap shall have a liquid sea[ ... and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. (2015 UPC 1005.0, 1006.0 & 1007.0) T, �4)-et FS1 2»SAN(3) B FD1 2 SAN(3) 2,O SAN(2) 2» SAN(4) FF GI -1 ABOVE 4-SAN(26) r\ 1 � � 3"VTR � 2"VTR I � \ I � ` \ 31PFCO 134 I FS 1 I \ I 2-SAN(3) I 2"VTR I I 3"WCO 2"SAN(3) \ I I I I I119 I I \ I 3 VTR / I �) 2"SAN(3) FS 1 o ' / 181 i � i \ 2-SAN(3) o3'VTR i I 2 SANG) I " I ( 3 FCO I FS1 I I I 2"GW(3 FS 1 200 SAN(3) \ 163 I IN 2"SAN(3) FS1 1 l FD1 \\"(o 23"VTR 'V /' I 2"GW(3) 1%2 GW 2) 3-SAN(21) r j / 4"FCO `\ T FS 1 l FS 1 I / �' I L _ „ 2"GW(3) 3-GW(15) \\ 2"SAN(3) I I 1 4 SAN(47) FS 1 \ FS 1 2-GW(3) 1 1 2"GW(3) \ \ 2"SAN(3) I L,\ 3"VTR `� .. I \ FS 1 FD1 3"VTR 1 n 3"VTR L, "N2 GW(3) 2-GW(2) I I I I\ I 28 4-SAN(56) I FS 1 r 2" GW(12) \\ I O I 2"GW(3) I 3"VTR (FBS1 2"GW(3) I I I I i 2-GW(2) I I 1 � " 46 I �� 2-GW(3) n <`\ 3"WCO F51 I I' FS 1 I // 2 SAN(3) i I 3 FCO ,FS 1 I \\ 3"SAN(3) % I 2-GW(3) I (TYP OF 2) I I I FS 1 I \ 2 GW(3) n �\ I ` J I 11' 2 GW(3) < \ 3'VTR 2 VTR ( ' '' I i 1FS 1 ` 2'V ) It'. -I J 2"V 13 //jQ- 13 I j FS 1 `\� <' 2-GW(3) / 1 n J I 3 GW(3) I 83 3-GW(3) o "GW 37 4-SAN(6) 1\ 3-GW(3) I o 3"VTR I 2 VTR 3 () ` FS1 " 3W4"FCO j `i 3"GW(3) D25 I 2"SAN(3) 3"G (17) I I I o I I I I I FD1 I /. � v' I , 3"GW(3) �- 4"SAN(68) 2"SAN(2)/ 4"SAN(6) I I I I --� L1 2"SAN(l) (TYP OF 2) 2-SAN(2) (TYP OF 2) 4"SAN(142) TO EXISTING SAN MAIN US, - 2"SAN(3) 231 4-SAN(13) - 4-SAN(139) 3"VTR I� I 2"V L2 2"SAN(l) (TYP OF 2) 2"GW(3) I I \ I @C3 4"SAN(6) i I 91 C3 4"SAN(6) 15 41SAN(10) 3-SAN(3) 1 2 GW(3) 1 1 I 1 FS1 J I < \FS 1 �/ 1 2-GW(3) 2-GW(3) . f/ I I J -1 FS 1 O2GW(2) 93 \ I J 2-GW(3) 3-GW(3) I `I �J FS1 4-GW(80) 2-GW(3) ECT TO EXISTING >E WASTE MAIN (E)6 -GW MAIN 4"GW(46) SANITARY WASTE & GREASE WASTE - ISOMETRIC Scale: NTS 3-GW(20) 3"FCO FS 1 2"GW(3) 3 -FCO 3-GW(5) REVIEWED FOR bObE COMPLIANCE APPROVED NOV 3 8 2016 City of Tukwila I UILDING DIVISION RECEIVED CITY OF TUKWILA NOV 10 2016 'ERMIT CENTER 2-SAN(1) 4-SAN(48) (TYP OF 3) 4-SAN(116) 4-SAN(10) —� 0 4"FCO --� 4-SAN(13) - 4-SAN(139) 3"VTR I� I 2"V L2 2"SAN(l) (TYP OF 2) 2"GW(3) I I \ I @C3 4"SAN(6) i I 91 C3 4"SAN(6) 15 41SAN(10) 3-SAN(3) 1 2 GW(3) 1 1 I 1 FS1 J I < \FS 1 �/ 1 2-GW(3) 2-GW(3) . f/ I I J -1 FS 1 O2GW(2) 93 \ I J 2-GW(3) 3-GW(3) I `I �J FS1 4-GW(80) 2-GW(3) ECT TO EXISTING >E WASTE MAIN (E)6 -GW MAIN 4"GW(46) SANITARY WASTE & GREASE WASTE - ISOMETRIC Scale: NTS 3-GW(20) 3"FCO FS 1 2"GW(3) 3 -FCO 3-GW(5) REVIEWED FOR bObE COMPLIANCE APPROVED NOV 3 8 2016 City of Tukwila I UILDING DIVISION RECEIVED CITY OF TUKWILA NOV 10 2016 'ERMIT CENTER 1 /2"CW(1) 1 /2"CW(1) 235 237 1 /2"CW(0.5) 1 /2"CW(0.5) 1/2"cw(1) 235 1 /2"CW(0.5) 232\'\ 1/2" CWO) 1/2"HW(1) 2"CW(162) O1 1/2"HW(58.5) UP WC 1 1 /2"HWR 1"CW(2.5) (T(P OF 2) 1 /2"CW(2) 1 /2"HW(2) DN (TYP OF 2) 10-1 401% 1 /2"CW(1.5) 1 /2"HW(1.5) 1/2"CW(3) 1 /2"HW(1.5) DN 14 1 /2"CW(1.5) 1 /2"HW(1.5)1 O 1 /2"HW(1.5) 16 1 /2"CW(1.5) 1/2"HW(1.5) 1 /2"CW(1) O 1 /2"CW(2) 1 /2"CW(1) 1 /2"HW(1) 1 /2"CW(2.5) 1/2"CW(1) 3/4"CW(9) 1 "HW(9) DN 215 - 1 /2"CW(1.5) 1 /2"HW(1.5) 3/4"CW(9) 1 "CW(22.5) 1 /2"HW(4) 1 1 /4"HW(26) DN -� 1 /2"CW(1.5) 1/2"HW(1.5) 162 160 1 /2"CW(1) 1 /2"CW(1) 1 /2"CW(1.5) 1 /2"HW(1.5) S 1/2"CW(1.5) `' 3/4"CW(2) 1 /2"HW(1.5) 94 ' 1 /2"CW(1.5) 100 1 /2"CW(1.5) -� 3/4"HW(7) v 92 3/4"CW(7) 1 /2"CW(1.5) 1/2"HW(2) 1/2"CW(1) T(P OF 2 1"CW(19) 1 1 /4"HW(26) � 55 1 /2"CW(0.5) > 99 3/4"CW(2) 3N4"CW(8.5) 3/4"CW(3.5) 3/4"HW(3) DOMESTIC WATER - ISOMETRIC Scale: NTS 3/4"CW(11) 1"HW(17) 3/4"CW(4) DN 134 1 /2"CW(1.5) 1 /2"CW(3.5) 1 /2"HW(2.5) DN 1/2"CW(1.5) 1 /2"HW(1.5) 144 1 /2"CW(1.5) 1 /2"HW(1.5) I KtVIEVVED FOR CODE COMPLIANCE APPROVED NOV 3 0 2016 City Of Tukwila BUILDING DIVISION ECEIVED CITY OF TUKWVILA NOV 10 2016 -PERMIT CENTER 124 1 NATURAL GAS - ISOMERIC Scale: NTS 41 1/4"G(240 MBH) 4LVE/FLEX) lYP 2" BPA WITH STRAINER WITH BLOW-OUT VALVE INCLUDING HOSE CONNECTION AND END CAP - SPRING LOADED INLINE RESILIENT SEATED CHECK VALVE --MAIN BUILDING SHUT-OFF PROVIDE FIXED AIR GAP FITTING (TYP PIPE RELIEF FULL SIZE DN TO MOP SINK ��BACKFLOW PREVENTER DETAIL P3.0 I SCALE: NTS EXPANSION TANK BALANCE TO MAXIMUM OF 3'/SEC. IN HWC PIPE 2" CW -' THERMOMETER TEMPERATURE SENSING ELEMENT 1 1/2" HOT WATER 3/4" HWC -► CIRC. PUMP WITH INTEGRAL �'- START/STOP TIMERAND AQUASTAT. PUMP OFF WHEN HWC>105'F BALL VALVE PRESSURE GAUGEUNION (TYPICAL) 4" TYPE "B" FLUE " - - UP THRU ROOF::: RELIEF VALVE SEISMIC RESTRAINTS RELIEF VALVE DISCHARGE 2Ll " WATER TO SYSTEM PER U.M.C. (TYP.) TO FS DRAIN 1" GAS (199 MBH) VALVE It -i -a FLOOR R-10 NON-COMPRESSIBLE PAD r-2'N\WATER HEATER PIPING DETAIL P3.0 I SCALE NTS SECURE PIPING TO SUPPORT WITH CUSHIONED PIPE SUPPORT PRESSURE REDUCING VALVE SET TO 2 PSI TO 11 " W.C. CEILI FLO REQUIRED 4 GAS PIPING CONNECTION DETAIL P3.0 SCALE: NTS FIRED PMENT CONNECTOR REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 10 2016 PERMIT CENTER SYMBOL U EF 1 1 M1.0 D G TPL 0 X DWG E, EXIST. GC I.E. OFCI POC TYP. U.O.N. CW D E, EXIST G HW HWC SORW TPL V PRV SYMBOL LIST DESCRIPTION DEMOLISH DRAWING EXISTING ITEMS GENERAL CONTRACTOR INVERT ELEVATION OWNER FURNISHED, CONTRACTOR INSTALLED POINT OF CONNECTION TYPICAL UNLESS OTHERWISE NOTED EQUIPMENT TAG DETAIL NUMBER SHEET ON WHICH DETAIL IS DRAWN COLD WATER DRAIN EXISTING GAS HOT WATER HOT WATER RECIRCULATION SOIL OR WASTE TRAP PRIMER LINE VENT BALL VALVE BACKWATER VALVE CHECK VALVE GAS COCK FLOW CONTROL VALVE (SET FOR 1 GPM) RELIEF VALVE BALANCING VALVE PRESSURE REDUCING VALVE UNION PRESSURE GAUGE WATER HAMMER ARRESTOR STRAINER SWITCH SEP a21AI L PERMIT REQUIRED FOR; ectrica 0 Plurrift D Gas of Tu1vw' No changes shall h? made to of oforlr WithOUt prior approval of Building Division. Pi )T : �;;s1�iS..10,,1S %till require a new pian submft Grid may include addiiiortW plan review fees. SYMBOL ISI X� • O .0 WC -1 4 FAI 1 041 IN 0 IN ABBY. I DESCRIPTION AFF ABOVE FINISHED FLOOR AHJ AUTHORITY HAVING JURISDICTION ARCH ARCHITECT/ARCHITECTURAL BPA BACKFLOW PREVENTER ASSEMBLY BFF BELOW FINISHED FLOOR CO CLEANOUT DCDA DOUBLE CHECK DETECTOR ASSEMBLY DCVA DOUBLE CHECK VALVE ASSEMBLY DD DECK DRAIN DW DISHWASHER DWG DRAWING EC ELECTRICAL CONTRACTOR FCO FLOOR CLEANOUT FD FLOOR DRAIN FS FLOOR SINK GC GENERAL CONTRACTOR IE INVERT ELEVATION L LAVATORY MBH BTU PER HOUR (THOUSANDS) MC MECHANICAL CONTRACTOR OFCI OWNER FURNISHED, CONTRACTOR INSTALLED POC POINT OF CONNECTION RPBP PRESSURE ZONE BACKFLOW PREVENTER ASSEMBLY S SINK SOG SLAB ON GRADE SS OR JS SERVICE SINK (JANITOR SINK) TOS TOP OF SLAB TYP TYPICAL U URINAL LION UNLESS OTHERWISE NOTED VTR VENT THROUGH ROOF WC WATER CLOSET WH WATER HEATER WATER RISER TAG WASTE RISER TAG DETAIL NUMBER SHEET ON WHICH DETAIL IS DRAWN FIXTURE OR EQUIPMENT TAG PIPE SIZE FIXTURE UNIT LOADING FOR SANITARY SEWER/ MBH LOADING FOR NATURAL GAS/ SQUARE FOOTAGE AREA FOR RAIN LEADER GENERAL MATERIAL NOTES SOUND LINED DUCT SHALL BE FIBERGLASS, 1-1/2# DENSITY, 1" THICK WITH A MINIMUM NOISE REDUCTION COEFFICIENT OF 0.8. DOMESTIC WATER SERVICE PIPING FOR MAINS SHALL BE TYPE L COPPER WITH PROPRESS FITTINGS. DOMESTIC WATER SERVICE PIPING FOR RISERS, BRANCHES AND FIXTURE RUNOUTS SHALL BE UPONOR AQUAPEX WITH PROPEX FITTINGS AND CONNECTIONS SANITARY SEWER PIPING SHALL BE ABS PLASTIC WHERE APPROVED PROVIDED BY OWNER. VENT PIPING SHALL BE ABS PLASTIC WHERE APPROVED BY OWNER PROVIDE DIELECTRIC UNIONS WHERE GALVANICALLY DISSIMILAR METALS JOIN GENERAL NOTES INSTALL SEISMIC BRACING FOR ALL DUCTWORK, EQUIPMENT AND PIPING PER I.B.C. REQUIREMENTS. PROVIDE ENGINEERED AND STAMPED DESIGN DRAWINGS IF REQUIRED BY IBC. CONTRACTOR TO CONTACT OR HIRE A STRUCTURAL ENGINEER TO DETERMINE BUILDING AND SYSTEM IMPORTANCE FACTORS. UTILIZE ISAT OR OTHER SEISMIC BRACING COMPANY. COORDINATE INSTALLATION OF MECHANICAL SYSTEMS WITH BUILDING STRUCTURE AND ALL OTHER TRADES. THE MECHANICAL CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BEGINNING WORK IN ORDER TO OBSERVE EXISTING CONDITIONS. VERIFY EXACT SIZE, LOCATION AND CONDITION OF ALL EXISTING SYSTEMS, DUCTS, PIPES, UTILITIES AND BUILDING STRUCTURE. CLEANOUTS: NOT ALL REQUIRED WASTE/STORM PIPING CLEANOUTS ARE SHOWN ON PLANS FOR CLARITY. INSTALL ALL REQUIRED CLEANOUTS PER 2012 UNIFORM PLUMBING CODE. CLEANOUTS THAT REQUIRE ACCESS PANELS OR UNDER FLOORING, LOCATIONS SHALL BE APPROVED BY OWNER PRIOR TO INSTALL. PTRAP PRIMERS: PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS, AND HUB DRAINS THAT REQUIRE A TRAP. USE SIOUX CHIEF SERIES 695 OR EQUIVALENT. HEAT TRACE: PROVIDE HEAT TRACE ON ALL PIPING SUBJECT TO FREEZING. THIS INCLUDES P -TRAPS AND TRAP PRIMER LINES Al AT N ON NE AC DIN TAI FUNG WILL HAVE BAKER COMMODITIES INSPECT AND PUMP EXISTING GREASE INTERCEPTOR WITH WRITTEN REPORT SENT TO CITY OF TUKWILA. 2012 INTERNATIONAL BUILDING CODE WITH WASHINGTON STATE AMENDMENTS 2012 INTERNATIONAL MECHANICAL CODE WITH WASHINGTON STATE AMENDMENTS 2012 INTERNATIONAL FUEL GAS CODE WITH WASHINGTON STATE AMENDMENTS 2012 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS 2012 WASHINGTON STATE ENERGY CODE APPLICABLE NFPA 13 CODES GAS PRESSURE NATURAL GAS PROVIDER: CONTRACTOR SHALL COORDINATE GAS PRESSURE DELIVER WITH CASCADE NATURAL GAS TO PROVIDE 2 PSI GAS. PROVIDE GAS PRESSURE REGULATOR AS REQUIRED BY EQUIPMENT TO DROP PRESSURE FROM 2 PSI TO REQUIREMENT ON EQUIPMENT. USE OF A GAS PRESSURE REGULATOR THAT REQUIRES VENTING SHALL CONFORM WITH SECTION 410.3 OF THE INTERNATIONAL FUEL GAS CODE. WATER PRESSURE WATER PURVEYOR: CITY OF TUKWILA AVAILABLE STATIC WATER PRESSURE AT PIPE ENTERING BUILDING = 120 PSI CROSS CONTAMINATION CROSS CONTAMINATION CONTROL PROVIDED BY REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY (RPBP) PER THE 2012 UPC SECTION 603. PIPE SIZING - WATER PIPING SHALL BE INSTALLED IN ACCORDANCE WITH SIZES CALLED OUT ON PLANS. MAXIMUM WATER VELOCITIES WITHIN PIPING SHALL BE AS FOLLOWS: COPPER TUBE AND FITTING SYSTEMS - 8 FT/SEC ON COLD WATER PIPING, 5 FT/SEC ON HOT WATER PIPING, 3 FT/SEC ON HOT WATER RECIRC PIPING STAINLESS TUBE AND FITTING SYSTEMS - 10 FT/SEC ON COLD WATER PIPING, 5 FT/SEC ON HOT WATER PIPING, 3 FT/SEC ON HOT WATER RECIRC PIPING PEX TUBE AND FITTING SYSTEMS - 10 FT/SEC ON COLD WATER PIPING, 8 FT/SEC ON HOT WATER PIPING, 2 FT/SEC ON HOT WATER RECIRC PIPING ALL WATER PIPING 2-1/2" AND ABOVE TO BE COPPER PIPING WITH WROT COPPER FITTINGS ALL WATER PIPING 2" AND SMALLER TO BE PEX TUBING WITH PEX FITTINGS OR COPPER TUBING WITH WROT COPPER FITTINGS. MAX ALLOWABLE PRESSURE DROP FOR ENTIRE PIPING AND FITTINGS IS 20 PSI 2012 WSEC TABLE C403.2.8 MINIMUM PIPE INSULATON THICKNESS (THICKNESS IN INCHES)° FLUID OPERATING TEMPERATURE RANGE AND USAGE •F INSULATION CONDUCTIVITY DESCRIPTION NOMINAL PIPE OR TUBE SIZE (inches) PO.2 Conductivity b Btu • in./(h • ft2 • •F) Mean Rating Temperature, •F <1 < 1-1/2 1-1/2" TO <4 4 TO <8 > 8 >350 0.32 -0.34 250 4.5 5.0 5.0 5.0 5.0 251-350 0.29 -0.32 200 3.0 4.0 4.5 4.5 4.5 201-250 0.27 - 0.30 150 2.5 2.5 2.5 3.0 3.0 141-200 0.25 -0.29 125 1.5 1.5 2.0 2.0 2.0 105-140 0.21 -0.28 100 1.0 1.0 1.5 1.5 1.5 40-60 0.21 -0.27 75 0.5 0.5 1.0 1.0 1.0 <40 0.20 -0.26 75 0.5 1.0 1.0 1.0 1.5 A. FOR PIPING SMALLER THAN 1-1/2 INCH (38 MM) AND LOCATED IN PARTITIONS WITHIN CONDITIONED SPACES, REDUCTION OF THESE THICKNESSES BY 1 INCH (25 MM) SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE B) BUT NOT TO A THICKNESS LESS THAN 1 INCH (25 MM). B. FOR INSULATION OUTSIDE THE STATED CONDUCTIVITY RANGE, THE MINIMUM THICKNESS (T) SHALL BE DETERMINED AS FOLLOWS: T = R€(1 + T/R)K/K - 1 j WHERE: T = MINIMUM INSULATION THICKNESS, R = ACTUAL OUTSIDE RADIUS OF PIPE, T = INSULATION THICKNESS LISTED IN THE TABLE FOR APPLICABLE FLUID TEMPERATURE AND PIPE SIZE, K = CONDUCTIVITY OF ALTERNATE MATERIAL AT MEAN RATING TEMPERATURE INDICATED FOR THE APPLICABLE FLUID TEMPERATURE (BTU x IN/H x FT2 x'F) AND K = THE UPPER VALUE OF THE CONDUCTIVITY RANGE LISTED IN THE TABLE FOR THE APPLICABLE FLUID TEMPERATURE. C. FOR DIRECT -BURIED HEATING AND HOT WATER SYSTEM PIPING, REDUCTION OF THESE THICKNESSES BY 1-1/2" INCHES SHALL BE PERMITTED (BEFORE THICKNESS ADJUSTMENT REQUIRED IN FOOTNOTE B BUT NOT TO THICKNESSES LESS THAN 1 INCH. REGIONAL MAP REVIEWED FOR CODE COMPLIANCE APPROVED Nov 3 0 2016 A C 411€ Tukwila WILDING DWISIOIV dooft PermitJ4 W-06. iDMI Pian review (approval is subject to errors and omissions. Approval of cons'iruciion documents does not authoriza the violation of any adopted code or ordinance. Recut of approved i=iaid Copy and conditions is acknaWledzo By:►s1u� t l e ala �� Date: - City of TukrAla VICINITY MAP DRAWING INDEX SHEET DESCRIPTION PO.1 COVERSHEET PO.2 SCHEDULES P1.0 x P1.1 MAIN FLOOR PLAN - PLUMBING P1.2 7 WN FLOOR PLAN - GAS P2.0 'ARY,'WASTE - ISOMETRIC P2.1 DOMESTIC WATER - ISOMETRIC P3.0 DETAILS Y �i SITE LOCATION Ai T4�'C. X 4 M_ REVIEWED FOR CODE COMPLIANCE APPROVED Nov 3 0 2016 A C 411€ Tukwila WILDING DWISIOIV dooft PermitJ4 W-06. iDMI Pian review (approval is subject to errors and omissions. Approval of cons'iruciion documents does not authoriza the violation of any adopted code or ordinance. Recut of approved i=iaid Copy and conditions is acknaWledzo By:►s1u� t l e ala �� Date: - City of TukrAla VICINITY MAP DRAWING INDEX SHEET DESCRIPTION PO.1 COVERSHEET PO.2 SCHEDULES P1.0 FOUNDATION PLAN - PLUMBING P1.1 MAIN FLOOR PLAN - PLUMBING P1.2 7 WN FLOOR PLAN - GAS P2.0 'ARY,'WASTE - ISOMETRIC P2.1 DOMESTIC WATER - ISOMETRIC P3.0 DETAILS REVIEWED FOR CODE COMPLIANCE APPROVED Nov 3 0 2016 A C 411€ Tukwila WILDING DWISIOIV dooft PermitJ4 W-06. iDMI Pian review (approval is subject to errors and omissions. Approval of cons'iruciion documents does not authoriza the violation of any adopted code or ordinance. Recut of approved i=iaid Copy and conditions is acknaWledzo By:►s1u� t l e ala �� Date: - City of TukrAla VICINITY MAP mIU min miv M3" -I� #161 1 1/2" RPBA WATTS #009QT #162 1 1/2" RPBA WATTS #009QT #185 1 1/2" RPBA WATTS #009QT #212 1 1/2" RPBA WATTS #009QT JA11►v 1:11►i[Cil 2Fago1:4=.'`1f1:Im11110 _I69_J HW CW ME i mg C- W � W m r J C CL V WC1 - 4-SAN(6) (TYP OF 2) 4"FCO UR1 2-SAN(2) (TYP OF 2) START PANT: -17" SLOPE: 61.17' ® 1 / " P R FOOT = -40.29 POC: IN ELEV -57.29 8 c CONNEC1 TO EXISTING SANITARY SEWER MAIN. INV. ELEV. -57.29" Fs1 2"SAN(3) 105,107 UTILITY 104 HALLWAY 106 MEN'S 107 DRY STORAGE 2"SA(1) FS1 3"SAN INN 1111,0,1110 NINO 111'N 111'N 11 y Is hqk at I lb 2"SAN(2)WO P 108 4"FCO ,— •,.; -"fir=;�Y�.�i3/;•�[ .Ir/.IY�IIyi �� .. n _ 1 'ate • •� i uuuuuurun �� . • utttn ELM u�uawnuu�, ..��ei A `/llllllrlllll!►,/j1011i"/Tlrlllllr1111111r111I1`IIIIIIIfIr1111V.1/11111: � 111111�►► 11111111111111µ�} IIIIIIIIIIIIII ' 1111111` 1111111�i!(>IIIIIII IllllllliilIIIIIII 111111 at'1111111 �" n t �A1�1lI�In�I�� 11111!lII�ItItilllnlli,�Illlllll�llllIII11l�l, Alin n "I...... 111111 111111µ �,�.Illilll 411111111111��Wii'lllllllll ��� (��� �1,; � �I ■�. unto mtnnnunnllnni s ..I' ulAl�'tnueannnlra�a � �D� ��J twum IIIA Illllliillllllll� llrlll/,,:i111ntilnnitln�O ®1 r r r � � N� ` 1 \f .ale _ � ����i.■1 ago, ' "�`� ' - - i • - ... p ^- ���5099.... ........ -6.mwMINE ` / �� —� +,e • � I ��r � �—_. 1 ,:'w tf w IIf� r�►„o� �•r11Y��_ �r SIMMONS _- ._.=.,nom= �.�,,,,, � �_ , . unnnnnnrlo::'tnrers:uamcmr'nnnnniuunrr� '�a 114.:11111!i!J�%111111111 \�� + l� -•� ,.I�N�I�, 1111/11111 Hilinm°nrirriiiii 1111/11111 ;� , ® �.�, ; II►, I��.I1l..�II111111.�_.•�t���� . .....,. � ,•_...•."�•."`�`.. ___ _,/llllllitintllilil„Iilllllintlln31111, t111I1t111tIn1111I/,� ��r,�,,,-/,wl11tJ w�—s �� �,'s +,r "f�.l a � ar►�r.•rr�iwnwr r.•r�w•w•r•.•��r -.� .�, _�w•� -.. �'-�-"_=^--s,.. � �aairi.:rsw�.rrrirr rrrrrr•.'•r�rrwsar.r�rr.r, ,.�•.�- `" : '�` w�iira+uaru�r.•rtvr�rirMr_ � r iii ir�i•i FOUNDATION PLAN - PLUMBING Scala: 1/4” V-13" 161 FS1 156 BR�$AGE 160,162 - U C DRY FS1 2"GW(3) 43 • IN F U- 2-SAN(3) 226,228 3"FCO 06 05 FS1 215 FD1 1 208,210 163 2-SAN(3) L 4"FCO 4 2-GW(3) 165 68,69 PICKUP 60-66 nF 1 2G FS1 122 t 2-GW(3) 56 PICKUP 5 S 2"GW(2) U 2-GW(3) 41 C DRY FSS GE 2"GW(3) 179,192 _ F� 3"FCO 2-SAN(3) 224 ENTRY 100 y HasT LALMAWIfif 12� (1 i DUMPLING STATIO 625-1: •1.ar- S 2"GW(2 coo I 119 2"SAN REVIEWED FOR ODE COMPLIANCE APPROVED 4 NOV 3 0 2016 City of Tukwila BUILDING DIVISION 3"FCO FS1 -"FS1 2 SAN(3) 182,183 REVISIONS 1 PERMIT SET 10/4/2016 CORRECTION LETTER #1 11/9/2016 a E U Os Co C 0 c U O` N mCo ~ W � rL 0 RECEIVED CITY OF TUKWVILA mov 10 2016 PERMIT CENTER WA 41926 2"CW(162) 1 /2"CW(5) DN TO WC1 (TYP OF 2) 1 "CW(14) DN TO UR1,L1 " 2 CW(153.5) 1 /2"HW(2) 1/2"CW(1.5) 1 /2"HW(1.5) DN TO 240 RPBP SUPPORTED BY STRUCTURE - UTILITY 104 3/4"CW(7) 1 /2"HW(1) DN TO 233,234. 235,236,237 - 2"CW HALLWAY 106 f � MEN'S 107 DRY STORAGE 1 /2"CW(1.5) {72- DN TO 16 - An SAFE 15 _ AM a 1 ! 3/4"CW(8) 3/4"HW(2) 1/2"HWR ��li��ll�l��'�'��■��■��II��IIII��I��1111'�� y DINT► 103 1 ! ■ N 111 rAK- —_� ■ '► IL ' nowel lil'1ti „ i. <.. �tllrliwl r --�' wllUlnllitl1N11 •..,Ii'„' � \ \ � ' �./�.'. 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FA TO` 100 1 "CW(39P--' 1 1 /4"HW(33) 3/4"CW(9) 1/2"HW(3) DN TO 157,160, 161,162,164,168,185 WIN II ` 'MAW, oa,0► a i M Loiii • ■��L/�s'aat�.—"�1 {.i�"T �11� (INiiTilT'rrilk�1t n1)� PLAN NORTH MAIN FLOOR PLAN — PLUMBING Scale: 1/4" >: V-0" a d» CV PICKUP +1s 1/2"CW(3.5) 12 N TO 68,71 2,73 13 1lnft PICKUP - 41-4- 4' =4= 4' N ENTRY ' 100 1 1 /4"HW(26) ly 1 /2"CW(1) TO -GO ON TO 182 PICKUP TYP OF 2 " 0 0 0 0 0 0 0 0 EM 1� Coo 0'' ,Ip 2'-8" REVIEWED FOR OSE COMPLIANCE APPI�®VfED 'NpV 3 0 2016 City of Tukwila BUILDING DIVISION _O 1 SPAIV J111111111 RNA, " 1/2.1 W(7.5) 1 /2(6.5) UP 212,215, 21718,219,22 3/4CW(11) 1"H f17) REVISIONS 1 PERMIT SET 10/4/2016 A CORRECTION LETTER #1 11/9/2016 -a E 2 U Os C � C U O o `+ L LU a s 0 � � a O / W(3.5) / W(2.5) N 0 173,177, 8 om1 2 W(3) � n CD W j j JCO +24" © Q Co 14 0 2 W(4.5) � � ch2 W(4.5) � W Q NO 0 119,134, Ad _ � z J z LL m =— e MLJ Q 1.1. u +24" 14 DATE: 10/04/2016 SCALE: AS NOTED DRAWN: JG 1 /2W(1.5) DN 0 144 RECEIVED CITY OF TUKWVILA NOV 10 2016 PERMIT CENTER 41826 NOV a 0 2016 � Scale• loom , � �" v� ,v ® � PERMIT CENTER City of Tukwila BUILDING DIVISION 5 V W X Y Co 75 F I R3U U T MAU 1 y 1. y (E)2 G(700 MBH) -- (E)1',G(700 MBH) F 1/2"G(74 MBH) 3/4"G(74 MBH) LE T (E)1 1/4"G(250 MBH) K x RTU 1 T (E)2"G(3390 MBH) y (E)2"G(3140 MBH) DN Ed y w -21 T T (E)2"G(4164 MBH) ROOF PLAN Scale: 1/4* - 1'- 0 T T 'A T 1 C 1 1/2"G(400 MBH) 3/4"G(400 MBH) (E)2"G(4564 MBH) PLAN NORTH 04"Ar Np- 9 (10 EXISTING GAS METER (2 PSI)_ T y (E)1 1/4"G(250 IMBH) (E)1/2"G(250 MBH) - (E)2"G(4814 MBH) 7' T T -v y T T RTU 2 y N T y REVIEWED FOR CODE COMPLIANCE APPROVED RECEIVED NOV 3 0 2016 CITY OF TUKWILA NOV 19 2016 City of Tukwila PERMIT CENTER BUILDING DIVISION REVISIONS 1 PERMIT SET 10/4/2016 A CORRECTION LETTER #1 11/9/2016 �E U N Os � = 2 O 4 y ' � W U 'L7 � a O 3 W J =jpJ a �00 cor U. (J �- W � � j z LL 100 xzm O � 25 .jo0 C. U) DATE: 10/04/2016 SCALE: AS NOTED DRAWN: JG CHECKED: RH 41926 2"VTR i I I 2"VTR i 231 2"SAN(2) i 4"' I (TfF I 4. I I WC1 2"V 4"SAN(6) 3NTR I ` FD1 2"SAN(2) I I 3"VTR I 2 VrR I I FS 1 1 Co 2 SAN(3) I 2"V ,�' i i i 224 / ' I I I I L r 3"FCO 2"VTR / ' � i 1 � \ I FS 2nSAN(3) FS 1 I I I \ \ 208,210 2nSAN(3) I I I I i \\ 3"FCO `\ 215 226,228 2-SAN(3) I \ FS FS1 \ \ \ \ 2-SAN(3) 3"FCO \ 2"SAN(3) 208,217,218 208 TRAP SEAL PRIMERS !Y/ cSl�'�fr` No form of trap that depends for its seal upon �the action of movable parts shall be used. Each fixture trap shall have a liquid sea[ ... and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. (2015 UPC 1005.0, 1006.0 & 1007.0) T, �4)-et FS1 2»SAN(3) B FD1 2 SAN(3) 2,O SAN(2) 2» SAN(4) FF GI -1 ABOVE 4-SAN(26) r\ 1 � � 3"VTR � 2"VTR I � \ I � ` \ 31PFCO 134 I FS 1 I \ I 2-SAN(3) I 2"VTR I I 3"WCO 2"SAN(3) \ I I I I I119 I I \ I 3 VTR / I �) 2"SAN(3) FS 1 o ' / 181 i � i \ 2-SAN(3) o3'VTR i I 2 SANG) I " I ( 3 FCO I FS1 I I I 2"GW(3 FS 1 200 SAN(3) \ 163 I IN 2"SAN(3) FS1 1 l FD1 \\"(o 23"VTR 'V /' I 2"GW(3) 1%2 GW 2) 3-SAN(21) r j / 4"FCO `\ T FS 1 l FS 1 I / �' I L _ „ 2"GW(3) 3-GW(15) \\ 2"SAN(3) I I 1 4 SAN(47) FS 1 \ FS 1 2-GW(3) 1 1 2"GW(3) \ \ 2"SAN(3) I L,\ 3"VTR `� .. I \ FS 1 FD1 3"VTR 1 n 3"VTR L, "N2 GW(3) 2-GW(2) I I I I\ I 28 4-SAN(56) I FS 1 r 2" GW(12) \\ I O I 2"GW(3) I 3"VTR (FBS1 2"GW(3) I I I I i 2-GW(2) I I 1 � " 46 I �� 2-GW(3) n <`\ 3"WCO F51 I I' FS 1 I // 2 SAN(3) i I 3 FCO ,FS 1 I \\ 3"SAN(3) % I 2-GW(3) I (TYP OF 2) I I I FS 1 I \ 2 GW(3) n �\ I ` J I 11' 2 GW(3) < \ 3'VTR 2 VTR ( ' '' I i 1FS 1 ` 2'V ) It'. -I J 2"V 13 //jQ- 13 I j FS 1 `\� <' 2-GW(3) / 1 n J I 3 GW(3) I 83 3-GW(3) o "GW 37 4-SAN(6) 1\ 3-GW(3) I o 3"VTR I 2 VTR 3 () ` FS1 " 3W4"FCO j `i 3"GW(3) D25 I 2"SAN(3) 3"G (17) I I I o I I I I I FD1 I /. � v' I , 3"GW(3) �- 4"SAN(68) 2"SAN(2)/ 4"SAN(6) I I I I --� L1 2"SAN(l) (TYP OF 2) 2-SAN(2) (TYP OF 2) 4"SAN(142) TO EXISTING SAN MAIN US, - 2"SAN(3) 231 4-SAN(13) - 4-SAN(139) 3"VTR I� I 2"V L2 2"SAN(l) (TYP OF 2) 2"GW(3) I I \ I @C3 4"SAN(6) i I 91 C3 4"SAN(6) 15 41SAN(10) 3-SAN(3) 1 2 GW(3) 1 1 I 1 FS1 J I < \FS 1 �/ 1 2-GW(3) 2-GW(3) . f/ I I J -1 FS 1 O2GW(2) 93 \ I J 2-GW(3) 3-GW(3) I `I �J FS1 4-GW(80) 2-GW(3) ECT TO EXISTING >E WASTE MAIN (E)6 -GW MAIN 4"GW(46) SANITARY WASTE & GREASE WASTE - ISOMETRIC Scale: NTS 3-GW(20) 3"FCO FS 1 2"GW(3) 3 -FCO 3-GW(5) REVIEWED FOR bObE COMPLIANCE APPROVED NOV 3 8 2016 City of Tukwila I UILDING DIVISION RECEIVED CITY OF TUKWILA NOV 10 2016 'ERMIT CENTER 2-SAN(1) 4-SAN(48) (TYP OF 3) 4-SAN(116) 4-SAN(10) —� 0 4"FCO --� 4-SAN(13) - 4-SAN(139) 3"VTR I� I 2"V L2 2"SAN(l) (TYP OF 2) 2"GW(3) I I \ I @C3 4"SAN(6) i I 91 C3 4"SAN(6) 15 41SAN(10) 3-SAN(3) 1 2 GW(3) 1 1 I 1 FS1 J I < \FS 1 �/ 1 2-GW(3) 2-GW(3) . f/ I I J -1 FS 1 O2GW(2) 93 \ I J 2-GW(3) 3-GW(3) I `I �J FS1 4-GW(80) 2-GW(3) ECT TO EXISTING >E WASTE MAIN (E)6 -GW MAIN 4"GW(46) SANITARY WASTE & GREASE WASTE - ISOMETRIC Scale: NTS 3-GW(20) 3"FCO FS 1 2"GW(3) 3 -FCO 3-GW(5) REVIEWED FOR bObE COMPLIANCE APPROVED NOV 3 8 2016 City of Tukwila I UILDING DIVISION RECEIVED CITY OF TUKWILA NOV 10 2016 'ERMIT CENTER 1 /2"CW(1) 1 /2"CW(1) 235 237 1 /2"CW(0.5) 1 /2"CW(0.5) 1/2"cw(1) 235 1 /2"CW(0.5) 232\'\ 1/2" CWO) 1/2"HW(1) 2"CW(162) O1 1/2"HW(58.5) UP WC 1 1 /2"HWR 1"CW(2.5) (T(P OF 2) 1 /2"CW(2) 1 /2"HW(2) DN (TYP OF 2) 10-1 401% 1 /2"CW(1.5) 1 /2"HW(1.5) 1/2"CW(3) 1 /2"HW(1.5) DN 14 1 /2"CW(1.5) 1 /2"HW(1.5)1 O 1 /2"HW(1.5) 16 1 /2"CW(1.5) 1/2"HW(1.5) 1 /2"CW(1) O 1 /2"CW(2) 1 /2"CW(1) 1 /2"HW(1) 1 /2"CW(2.5) 1/2"CW(1) 3/4"CW(9) 1 "HW(9) DN 215 - 1 /2"CW(1.5) 1 /2"HW(1.5) 3/4"CW(9) 1 "CW(22.5) 1 /2"HW(4) 1 1 /4"HW(26) DN -� 1 /2"CW(1.5) 1/2"HW(1.5) 162 160 1 /2"CW(1) 1 /2"CW(1) 1 /2"CW(1.5) 1 /2"HW(1.5) S 1/2"CW(1.5) `' 3/4"CW(2) 1 /2"HW(1.5) 94 ' 1 /2"CW(1.5) 100 1 /2"CW(1.5) -� 3/4"HW(7) v 92 3/4"CW(7) 1 /2"CW(1.5) 1/2"HW(2) 1/2"CW(1) T(P OF 2 1"CW(19) 1 1 /4"HW(26) � 55 1 /2"CW(0.5) > 99 3/4"CW(2) 3N4"CW(8.5) 3/4"CW(3.5) 3/4"HW(3) DOMESTIC WATER - ISOMETRIC Scale: NTS 3/4"CW(11) 1"HW(17) 3/4"CW(4) DN 134 1 /2"CW(1.5) 1 /2"CW(3.5) 1 /2"HW(2.5) DN 1/2"CW(1.5) 1 /2"HW(1.5) 144 1 /2"CW(1.5) 1 /2"HW(1.5) I KtVIEVVED FOR CODE COMPLIANCE APPROVED NOV 3 0 2016 City Of Tukwila BUILDING DIVISION ECEIVED CITY OF TUKWVILA NOV 10 2016 -PERMIT CENTER 124 1 NATURAL GAS - ISOMERIC Scale: NTS 41 1/4"G(240 MBH) 4LVE/FLEX) lYP 2" BPA WITH STRAINER WITH BLOW-OUT VALVE INCLUDING HOSE CONNECTION AND END CAP - SPRING LOADED INLINE RESILIENT SEATED CHECK VALVE --MAIN BUILDING SHUT-OFF PROVIDE FIXED AIR GAP FITTING (TYP PIPE RELIEF FULL SIZE DN TO MOP SINK ��BACKFLOW PREVENTER DETAIL P3.0 I SCALE: NTS EXPANSION TANK BALANCE TO MAXIMUM OF 3'/SEC. IN HWC PIPE 2" CW -' THERMOMETER TEMPERATURE SENSING ELEMENT 1 1/2" HOT WATER 3/4" HWC -► CIRC. PUMP WITH INTEGRAL �'- START/STOP TIMERAND AQUASTAT. PUMP OFF WHEN HWC>105'F BALL VALVE PRESSURE GAUGEUNION (TYPICAL) 4" TYPE "B" FLUE " - - UP THRU ROOF::: RELIEF VALVE SEISMIC RESTRAINTS RELIEF VALVE DISCHARGE 2Ll " WATER TO SYSTEM PER U.M.C. (TYP.) TO FS DRAIN 1" GAS (199 MBH) VALVE It -i -a FLOOR R-10 NON-COMPRESSIBLE PAD r-2'N\WATER HEATER PIPING DETAIL P3.0 I SCALE NTS SECURE PIPING TO SUPPORT WITH CUSHIONED PIPE SUPPORT PRESSURE REDUCING VALVE SET TO 2 PSI TO 11 " W.C. CEILI FLO REQUIRED 4 GAS PIPING CONNECTION DETAIL P3.0 SCALE: NTS FIRED PMENT CONNECTOR REVIEWED FOR CODE COMPLIANCE APPROVED NOV 3 0 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA NOV 10 2016 PERMIT CENTER