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HomeMy WebLinkAboutPermit PG15-0110 - CHEVRON GAS STATION - REMODELCHEVRON STATION 220 STRANDER BLVD PG15-01 10 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: 2623049104 Permit Number: PG15-0110 Address: 220 STRANDER BLVD Issue Date: 10/22/2015 Permit Expires On: 4/19/2016 Project Name: CHEVRON STATION Owner: Name: JAMBO TO L L C+MARAKA INC Address: 5727 128TH ST SW, MUKILTEO, WA, 98275 Contact Person: Name: JON COOK Phone: (425) 359-7158 Address: 2929 99 AVE NE, LAKE STEVENS, WA, 98258 Contractor: Name: INTREPID MECHANICAL SOLTNS LLC Phone: Address: 2929 99TH AVE NE, LAKE STEVENS, WA, 98258 License No: INTREMS851NQ Expiration Date: 8/18/2017 Lender: Name: Address: DESCRIPTION OF WORK: PLUMBING FOR REMODEL Valuation of Work: $19,500.00 Fees Collected: $310.18 Water District: TUKWILA Sewer District: TUKWILA 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 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: W ` Date: l J 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: �Zz Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***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: ***PUBLIC WORKS PERMIT CONDITIONS*** 16: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion of work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 17: Coordinate with Public Works Inspector for connection to existing Grease Interceptor line. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWIL. Community Development Department • Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 " hLtp://www.Tukwi]aWA.gov PlumbinWGas Permit No. G — 000 Project No. Date Application Accepted: — Date Application Expires: c (S (�— use PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 7 Z 30 4'9 10 4 Site Address: 220 Tenant PROPERTY OWNER Name: 5Amgo lj�— (,LL Address: k iT, 10 is 203 13CMi Srr SF - City: eveLe:'T. State: W A Zip: 018 2.0 $ CONTACT PERSON — person receiving all project communication Name: �-� N Address: 2 City: LA14State: W k Zip: g 2 Phone: q 2 S-, 35 9 `� l Fax: Email: S'014 C. a INVLEPt C� M S. • gl � Valuation of Project (contractor's bid price): $ ;I 101 Scope of Work (please provide detailed information): Pw"Z,uG -C-v� 4�AoIbt L . Building Use (per Int'1 Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: C mA bF 'I %ik-wA Suite Number: Floor: New Tenant: ❑ .....Yes j,..No PLUMBING CONTRACTOR INFORMATION Company Name: 1NT2. rp 1 D M &CN A-Q lug 1WP Address: 2 9 Zq 99 (j E N �—; City: tA k = EIT llC+J S State: W pt Zip: Cj 8 2 S Phone:4,g. S.S. 9.46 Fax: Contr Reg No.: ) OREMS 951 N Q Exp Date: Ig 11} Tukwila Business License No.: 9 us — O 99 6 �'.33 Sewer: n't?Y Of- (o k. Lz LA . H:V.pplieations\Forms-Applications On Line@011 Applications0umbing Permit Application Revised 8-9-3l.doex Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or gh- piping outlets being installed and the quantity i,_fw: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections 1-5 Fixture Type Qty Bidet Drinking fountain or water cooler(per head Lavatory Urinal Water heater and/or vent Repair or alteration of l water piping and/or water 1' treatment equipment Backflow protective device other than atmospheric- l type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type ease interceptors Repair or alteration of y, drainage or vent piping Y� Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Z Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more I 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 �y PERMIT APPLICATION NOTES - Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: I `-- Signature: ' — M 1r-A/L� Date: ` S� Print Name: LG_l.tv"" Ac,4-f—z Day Telephone: A-V2 :- Mailing Address: 2-0 3 ?�OT" ST Se I Su I TS (o I 1 &r —az ' , L,J A City State Zip H:V+pplications\Fortns-Applications On Line\2011 ApplicationsTlumbing Permit Application Revised 8-9-1 l.docx Revised: August 2011 Page 2 of 2 bh Ou DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $250.53 PG15-0110 Address: 220 STRANDER BLVD Apn: 2623049104 $250.53 PLUMBING $238.60 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $206.10 TECHNOLOGY FEE $11.93 TECHNOLOGY FEE • R6241 R000.322.900.04.00 0.00 $11.93 $250.53 Date Paid: Wednesday, September 23, 2015 Paid By: KIRAN ASHER Pay Method: CREDIT CARD 05572D Printed: Wednesday, September 23, 2015 2:00 1 of 1 SYSTEMS PM DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $368.94 EL15-0803 Address: 220 STRANDER BLVD Apn: 2623049104 $309.29 ELECTRICAL $309.29 PLAN CHECK FEE R000.345.832.00.00 0.00 $309.29 PG15-0110 Address: 220 STRANDER BLVD Apn: 2623049104 $59.65 PLUMBING $59.65 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R6164 R000.322.103.00.00 0.00 $59.65 $368.94 Date Paid: Tuesday, September 15, 2015 Paid By: KIRAN ABSHER Pay Method: CREDIT CARD 04708D Printed: Tuesday, September 15, 2015 1:29 PM 1 of 1 CRW SYSTEMS 1-J� ' INSPECTION RECORD (� Retain a copy with permit t5 ®� l m9rZTION 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: / hriD(/ ckll Type of Inspection:// /^ l;.r�tvalG l (err zf Address: may, Dat Called: Special Instructions: Date Wanted: r M. l Requester: Phone No: Approved per applicable codes. EJ Corrections required prior to approval. l I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspecdon :JC INSPECTION RECORD Retain a copy with permit V� O//o L JSPECTION NO, PERMIT NO. CITY OF T"UKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project :/^y Type of inF rl'i o n: Address Xn10 D e Called: Special Instructions: ate Wanted: TMM: . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to .schedule reinspection. v� INSPECTION RECORD Retain a copy with permit Gl'� INSPECTION NO. PERMIT NO. CITY O TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., 4100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project-��r A. �, / Type of spectipN r! i r Address: ,n/ Da to{le Special Instructions: Date Wanted: a.rrf. p. Requester: Phone No: ZApproved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date: f'� F REINSPECTI©N FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L� INSPECTION RECORD Retain a copy with permit 1pe 175: J 1© INSPECTION NO. PERMIT NO. CITY OF TUKWILA► BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. DNA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projec� J Type of In ection: i� e Add�re�ss�: Date Called: Special instructions: Date Wanted: / p.m. Requester: Phone No: pproved per applicabie codes. Corrections required prior to approval. INSPECTION RECORD Retain a copy with permit INSPE'TION NO. PERMIT NO. CITY OF TUKWIL,A BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: C' L�a� Type of Ins ction: &' Address: 2_?�o �r at 'Called: Special Instructions: Date Wanted: a.m Requester: Phone No: Approved per applicable codes. n Corrections required prior to approval. COMMENTS: �inspector: j �uate: REINSPECTION FEE REQUIRED. Prior to next inspectioh, fe0ust be paid at 6300 Southcenter Blvd., Suite 100. Calt to schedule reinspection. ,/ INSPECTION RECORD P I5 c Retain a copy with permit _ INS7ECTION 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, �� Type of Irys�pectio �� Gc Address: 9-� 5 ��� Called: Da 11X7 Special Instructions: % a.m. Date Wanted: AS / p.m. Request �` Phong �J --3� (Cj —71 Approved per applicable codes. El Corrections required prior to approval. !u nspector: i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. A INSPECTION RECORD Retain a copy with permit IP61-y ®�� 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 Proje t: tte. Z" 6 t't Type of Inspe�c�tio% 6'6 Lkk C/�lI,�v Address: Date Called: Special Instructions: A Date Wanted: / a.m. °° •- f 5' p.m. ,— R�C3�W�, ll�G� � •{y, `� Phone No: Approved per applicable codes. El Corrections required prior to approval. nspector: L- -, REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. LI - ,,,� ,, r�,:� GT2700 Grease Interceptor COMMERCIAL it TAG Dimensional Data (inches and [ mm ]) are Subject to Manufacturing Tolerances and Change Without Notice INLET G= WIDTH OF BODY OUTLET GT2700-4 through GT2700-50 INLET CORRECTION LTR#__-�---- G= WIDTH10F g0PROVF.ATLET OCT 21 2015 GT2700-75 & GT2700-100 City of Tukwila BUILDING DIVIS ON Model Number A/B Inlet/Outlet No -Hub Flow Rate G.P.M. IL] Capacity Grease Lbs. [kg] Dimension in Inches C D/E F G GT2700-4 2 [51] 4 [15] 8 [4] 10 [254] 7-1/4 [184] 15-7/8 [403] 9-7/8 [251] GT2700-7 2 [51] 7 [26] 14 [6] 11-1/8 [283] 8-1/8 [206] 17-1/4 [438] 11-7/8 [302] GT2700-10 2 [51] 10 [38] 20 [9] 11-3/4 [298] 8-1/4 [210] 19-1/4 [489] 14 [356] GT2700-15 2 [51] 15 [57] 30 [14] 13-3/8 [340] 9-3/8 [238] 21-1/4 [540] 16-3/4 [425] GT2700-20 3 [76] 20 [76] 40 [18] 15 [381 ] 11-3/4 [298] 24-1 /8 [613] 17-1 /4 [438] GT2700-25 3 ,[76] 25 [94] 50 [23] 17 [432] 2-7/16 [316] 26-1/8 [644] 19-7/8 [505] GT2700-35 4 [102] 35 [132] 70 [32] 18-3/4 [476] 4-3/16 [360] 28 [711] 22-1/2 [572] GT2700-50 4 [102] 50 [189] 100 [45] 21-1/2 [546] 16 [406] 29-7/8 [759] 24-1/2 [622] GT2700-75 4 [102] 75 [283] 150 [68] 22-3/4 [587] 18-1/2 [470] 36 [914] 28-5/8 [727] GT2700-100 1 4 [102] 1 100 [379] 1 200 [91 ] 27 [685] 23 [584] 42-3/4 [1086] 33-5/8 [854] GT2700 Grease Interceptor Recommended for removing and retaining grease from wastewater in kitchen and restaurant areas where food is prepared. Grease trap is corrosion -resistant coated fabricated steel with no -hub connections, flow diffusing baffle, integral trap, and vented inlet flow control device. OPTIONS -JP2700 6 [152] Extension c _/ O APPROVED RECEIVED �� Sizes 4 - 50 Sizes 20 G.P.M. - 50 G.P.M. CITY OF TUKW(LA ©fc� 12 Z015 ZURN LIGHT COMMERCIAL PLUMBING PRODUCTS ♦ 2640 South Work Street ♦ Falconer, NY 14733 Phone:1-800/906-5060 * Fax: 7161665-3126 * World Wide Web: www.zum.com PERMIT CENTER Rev. B Date: 12/20/11 C.N. No. 122581 Dwg. No. 63802 Product No. GT2700 t Job Name Job Location Engineer _ Approval _ 5^Q,A-r1l`U_ 2 C4* 026-j . Contractor Approval Contractor's P.O. No. Representative Series LF009 ,��RRFCTION Reduced Pressure Zone AssembliesTR#.._. Sizes: t/4" - 3" (8 - 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross - connections in piping systems or for containment at the service line entrance.The LF009 features Lead Free* construction to comply with Lead Free* installation requirements. This series features two in -line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes'/4" —1" (8 — 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Lead Free` cast copper silicon alloy body construction for durability '/4" — 2" (8 — 50mm) • Fused epoxy coated cast iron body 2Yz" and 3" (66 and 80mm) • Ball valve test cocks — screwdriver slotted '/4" — 2" (8 — 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications , 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 cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free* cast copper silicon alloy materials. Lead Free' reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of. USC; ASSE Std. 1013; AWWA Std. C511; CSA B64.41 Shall be a Watts Series LF009. ES-LF009 APPROVED City of Tukwila BUILDING DIVISION LF009 Test Cock No. 3 Test Cock No. 4 Ball Type Test Cocks Second Module1riF'\'Module R.P. Zone Water Outlet Relief Valve Assembly Now Available WattsBox Insulated Enclosures. For more information, send for -literature ES-WB. RECEIVED r�ioliffi� CITY OF TUKWILA Inquire with governing authorities for local installation requirements r)rT 12 2015 The information contained herein is r i�oR ull product installation and safety informa I ence of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Wefts product spans Technical is U.S ce. W customary units and metric are 1ange Or m and are provided for reference or, s For precise or matrialsmeasurements, ����® please contact Watts Technical Service. Watts reserves the right to dwige or modify product design, construction, spenficahais, or materials witlr- out prior notice and wittrout incurring any obligation to make such changes and modification on Watts products previously or subsequently sold. pets-oi10 Available Models:'/4" - 2" (8 - 50mm) Suffix: QT - quarter-tum ball valves S - strainer LF - without shutoff valves PC - internal polymer coating Prefix: U - union connections Available Models: 21/2 " - 3" (65 - 80mm) Suffix: NRS -. , non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S-FDA - FDA epoxy coated strainer QT-FDA - FDA epoxy coated quarter -turn ball valves LF - without shutoff valves Note: The installation of a drain line is recommended. When Install- ing a drain line, an air gap is necessary (see ES -AG). Materials:'/4" - 2" (8 - 50mm) Lead Free' cast copper silicon alloy body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. Model LF009QT furnished with quarter-tum, full port, resilient seated, Lead Free' cast copper silicon alloy body ball valve shutoffs. Materials: 21h" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with plastic seats • Relief valve with stainless steel seat and trim • Lead Free cast copper silicon alloy body ball valve test cocks Air Gaps and Elbows Pressure / Temperature Sizes 1/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F -180OF (0.5° - 75°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140T (60°C) intermittent. Standards USC ASSE No. 1013 AW WA C511 CSA B64.4 IAPMO File No. 1563. 8 U` GO 10 No Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT, PC, NRS, OSY. UL Classified 2'/2" and 3" (65 and 80mm) with OSY gate valves. 3/4" - 2" (20-50mm) without shutoff valves (-LF) (except LF009M3LF) MODEL DRA114 OUTLET DIMENSIONS WEIGHT for 969, 009 and 993 sizes A B In. mm In. mm In. mm lbs. kp W9AGA '/"-'/? (09, 'h 13 2% 60 31A 79 0.625 0.28 %" W9M2/M3 909AGC %11-1" 009/909, 1 25 3% 83 4% 124 1.5 0.68 1 "-1'/2" 0091V12 909AGF 1'/"-2" 009M1, 2 51 43A 111 63/ 171 3.25 1.47 1 %'--3" 009/909, 2" 009M2 4" 4" 993 909AGK 4"4" 909, 3 76 63A 162 95A 244 6.25 2.83 8"-10" 9091011 909AGM 8"-10" 909 4 102 7% 187 11 % 286 15.5 7.03 909ELA ''/4"-'h" 009 3/:' 009M2/M3 - - - 909ELC W-1" W9/909 23/e 60 23/e 60 0.38 0.17 ' 909ELF 1'/"-2" 009M1, - - 3% 92 3% 92 2 0.91 1 %"-2" 009/909, 2" 0091012 4"-6" 993 • 9ma m 2%"-3" W9/909 - - - - - - - - Vertical - Dimensions and Weight: 1/4" - 2" (8 - 50mm) LF009 LF009 1/4" — 2" SIZE (ON) DIMENSIONS (APPROX.) WEIGHT in. mm A in. mm in. B mm in. C mm in, D mm L in. mm M in mm in N mm lbs. kg& '/4 8 10 250 CA 117 3% 86 VA 32 5'/2 140 23/e 60 2'/2 64 5 2 % 10 10 250 4% 117 3% 86 1'/4 32 5'/2 140 2% 60 2'/2 64 5 2 '/2 15 10 250 4% .117 3% 86 1'/4 32 5Y2 140 2% 70 2'/4 57 5 2 % :20. AON 273 5 127 •:3Yi ;89 :1'h :38 63/< ,171 ;33/,v `81' ',2% 70. ;6. 3 1 25 14'/z 368 5Y2 140 3 76 2'/2 64 9'/2 241 3% 95 3 76 12 5 V/4 32 173/B 441 6 150 3% 89 1 2'/2 64 11% 289 4'/a 113 3'/2 89 15 6 1'/2 40 17% 454 6 150 1 3% 89 1 2'/2 64 11'/B 283 1 4% 124 4 102 1 16 7 2 50 21% 543 7% 197 1 4/2 114 1 3'/a 83 13'/2 343 1 Wi/ 151 5 127 1 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) LF009 Ni N STRAINER SIZE DIMENSIONS i in. mm M in. mm in. N mm in. Nit mm lbs. kgs. 2'/2 65 10 254 61h 165 93/4 248 28 12.7 3 80 10% 257 7 178 10 254 34 15.4 tClearance for servicing 11en 0kR 0 Watts G-4000 Series QT — Ball Valves 0D(APPROX.) WEIGHT in. mm A in. mm C in. mm in. D mm E in. mm L in. mm R in. mm U in mm ft kgs. V009LF 2Y2 65 — — — — 4'/2 114 18% 460 — — 10% 270 76 34.5 LF0090SY 2'/2 65 33'% 845 157/s 403 4'/2 114 16% 416 18'/B 460 73/4 197 101/s 270 166 75.3 LF009NRS 2'/2 65 33'% 845 11% 289 4'/2 114 16YB 416 18%B 460 73/4 197 1WK 270 161 73.0 LF009OTFDA 2'/2 65 33'/4 845 6 152 4'/2 114 16% 416 18'/B 460 73/4 197 10% 270 150 68.0 LF009LF 3 80 — — — — 4'/2 114 — — 18'/B 460 — — 10% 270 76 34.5 LF0090SY 3 80 34'/4 870 1 18'/2 470 4'/2 114 16% 422 18'/B 460 8% 222 10% 270 1 88 89.8 LF009NRS 3 80 34'/4 870 1 12% 324 4'h 114 16%B 422 18'/a 460 8% 222 10% 270 191 86.6 LF009OTFDA 1 3 80 34'/4 870 1 7 178 4'/2 114 16%B 422 18'% 460 8% 222 1 QU 270 158 71.7 10 s -. Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 11 6'1ai 35 V4- (8mm) LFW90T 0 .25 .60 75 1 1.17 gpm AP 0 .95 1.9 2.9 3.8 4.5 Ipm kPa psi 3/a" (10mm) LFOMT 138 20 - 117 17 96 14 76 11 55 8 35 5 AP 0 .25 .50 75 1 1.25 1.50 2.5 3.1 gpm 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm kPa psi (15mm) LF0090T 172 25 138 20 103 15 69 10 35 5 0 1 2.5 5 7.5 10 12.5 15 gpm AP 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 41 6 0 0 344" (20mm) LF009M30T 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm OP 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- (25mm) LF009M20T 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 5 10 20 30 40 50 60 70 80 gpm AP 0 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps IWWAT M A Watts Water Technologies Company "Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 1'/a" (32mm) LF009M2QT 172 25 138 20 103 15 69 10 35 5 0 0 �P 0 10 20 30 40 50 60 70 80 0 38 76 114 152 190 228 266 304 5 7.5 10 15 1.5 2.3 3.0 4.6 kPa psi 1 %- (40mm) LF009M20T 207 30 172 25 138 20 103 15 69 10 35 5 0 0 Ippm fps mps AID0 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 kPa psi 2" (50mm) LF009M2QT 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APO 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 kPa psi 21A- (65mm) LF009 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 175 200 225 250 gpm AP 0 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa 172 psi 25 3" (80mm) LF009 138 20 103 15 69 10 35 5 0 0 AP 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 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 ES-LF009 1406 0 2014 Watts City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 9, 2015 JON COOK 2929 99 AVE NE LAKE STEVENS, WA 98258 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG15-0110 CHEVRON STATION - 220 STRANDER BLVD Dear JON COOK, 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: Dave McPherson at 206-431-2448 if you have questions regarding these comments. On plumbing plan sheet P 1.0 — provide a diagram of the Backflow Device installation and specify size, make and model number. (Your permit application indicates that there will be one 2-inch or smaller backflow device installed) Submit a cut sheet for the Backflow Device and circle the device to be installed. Verify that backflow device is an approved Washington State Department of Health Backflow Prevention Assembly as listed on the Washington State approved list. Plan sheet PLO shows a 35 gpm interior grease trap to be installed under this Plumbing Permit. Specify size/manufacturer/model number on plan sheet PLO and include the grease trap cut sheet. 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. PG15-0110 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 9 Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0110 DATE: 10/12/15 PROJECT NAME: CHEVRON STATION SITE ADDRESS: 220 STRANDER BLVD Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ DAM MN& I�Iqj Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 10/13/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/10/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0110 DATE: 09/15/15 PROJECT NAME: CHEVRON STATION SITE ADDRESS: 220 STRANDER BLVD X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: r-S Building Division Fire Prevention ❑ Planning Division ❑ b ` Cnv;�, ❑ Public Works Structural Permit Coordinator PRELIMINARY REVIEW: DATE: 09/17/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10/15/15 Approved ❑ Approved with Conditions ❑ Corrections Required N— Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: J-i-%ra 4.V' dV� SI'�e+ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED:_ Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW KI Staff Initials: 13 12/18/2013 Date: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. ©C-T 12 Response to Incomplete Letter # Plan Check/Permit Number: P,< ) C - o 1 1 Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Cim. �i2O'�• Project Address: ow Si r zz�L Stf,-s , 'TU k W) LA , � A . Contact Person: k k9A r� A:52y-dL Phone Number: L� ZS'- Z20 —'?a? 8' Summary of Revision: �S You CED U (2-C Us 3S" CPA4 21 Ct ( /v P"-A-t LT • S Op Q nl 6 t4; PLA-T-J �) pap -fit -a el ` a,+, N � S-J-M"N _ 0 N T lAY4 6LL� ,"' �.FILA Mi PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisi n Received at the City of Tukwila Permit Center by: Entered in TRAKiT on INTREPID MECHANICAL SOLTTIC LLC Page 1 of 2 Home; Inicio en Ecptiiol Contact Search L&I � A-L Index Help My Secure L&I Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of Labor & Industries INTREPID MECHANICAL SOLTNS LLC Owner or tradesperson Principals COOK, JONATHAN MICHAEL, PARTNER/MEMBER COOK, RYANNA MAY, PARTNER/MEMBER Doing business as INTREPID MECHANICAL SOLTNS LLC 2929 99TH AVE NE LAKE STEVENS, WA 98258 426-359-7158 SNOHOMISH County WA UBI No. Business type 603 528 315 Limited Liability Company Governing persons JONATHAN COOK RYANNA COOK; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Cc .....onstruction...................................Contra..........................tor...... Active. Meets current requirements. License specialties PLUMBING License no. INTREMS85I NQ Effective — expiration 08/18/2015— 08/18/2017 Bond ................. Contractors Bonding & Insurance Co $6,000.00 Bond account no. SK5820 Received by L&I Effective date 08/18/2015 08/18/2015 Expiration date Until Canceled Insurance 1.11 ............... Arch Specialty Ins Co $1,000,000.00 Policy no. AGL002872400 Received by L&I Effective date 08/18/2015 08/14/2015 Expiration date 08/14/2016 Savings ...................... No savings accounts during the previous 6 year period. Lawsuits against the bond or savings ................................_..._...................,......................................_.....__..... https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=603528315&LIC=INTREMS851NQ&SAW= 10/22/2015 FLAG NOTES: REMOVE EXIST. WATER HEATER AND CAP ALL PIPING (VERIFY AT SITE) D�> RECONNECT TO EXISIT. HW SERVING EXIST. LAV'S (VERIFY AT SITE) D�> COORD WITH ARCH. TO FURR OUT EXTERIOR WALL FOR NEW CW AND HW PIPING DISCH. RELIEF FULL SIZE TO FFD R�> VERIFY EXACT LOCATION OF EXIST. COLD WATER SERVICE AND MOVE NEW J" TO EXIST. MIN 1" CW SUPPLY CONN. NEW 2" VENT TO EXIST 4" VTR (VERIFT AT SITE) NEW 3" WASTE LINE TO CONN. TO EXISTING WASTE EXPANSION TANK CW AMTROL-ST5C OR EQUAL VACUUM BREAKER VALVE. HW 3/4" T/P VALVE PIP DRAIN FULL SIZE TO MOP SINK BELOWEN\rI° WATER HEATER SHALL BE STRAPPED AND BOLTED IN PROVIDE A GALVANIZED EWH PLACE PER THE MANUFACTURERS DRAIN PAN FOR WATER RECOMMENDATIONS PER UPC HEATER & J" DRAIN LINE 0 SECTION 507.2 PIPE DRAIN TO MOP PLATFORM PROVIDED BY G.C. REF SINK BELOW ARCH FOR DETAILS WATER HEATER DETAIL ('� SCALE: NONE WATER HEATER SCHEDULE DESIGNATION: e ZONE: BUILDING MANUFACTURER: A. 0. SMITH MODEL: PROMAX- 5 0 TYPE: TANK TYPE - 1 ELEMENT WATTS: 4500 TEMP. RISE. - VOLTAGE: 208 PHASE: 3 REMARKS: EM OOO1 2 3 (1) UPPER/LOWER HEATING ELEMENTS - U.L. LISTED (2) WITH PRESSURE AND TEMPERATURE RELIEF VALVE. (3) PROVIDE WATER HEATER WITH REQUIRED EXPANSION TANK AMTROL # ST-5-C AND ALL REQUIRED ACCESSORIES. (4) SHALL MEET OR EXCEED STAND-BY LOSS AND EFF. OF WSEC- TABLE-404.2 FOR S12KW (0.97-00132V,EF). 2" EXIST TO NEW 2" REMAIN EXIST 6 i TO REMAIN WOMENS R.R. ; ' MENS R.R. CC EXIST - TO REMAIN EXIST TO REMAIN CC 2 ROUTE CD FOR CC1 AND CC2 DRAIN TO LAV TAIL PIECE 1 F_ �II FCO -- 2" FD 7 SALES AREA NOTE: THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND COORD. WITH OWNER IN ORDER TO DETERMINE POINT OF CONNECTIONS FOR WASTE, VENT AND COLD WATER PRIOR TO BIDDING. INCLUDE ALL COSTS AS REQUIRED IN BID FOR A COMPLETE CONNECTION. kq 2" FD 3., NEW 25 GPM ­` GREASE TRAP CASHIER AREA FS 1 2" Hand Sink PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION CW COLD WATER PIPE COLD WATER FW— FILTERED WATER HW HOT WATER PIPE HOT WATER OW WASTE/SOIL PIPE -140`F — HOT WATER (140'F) OV VENT PIPE -HWR HOT WATER RETURN VENT © GAS PIPE WASTE, SANITARY RL RAIN LEADER PIPE P1 PLUMBING FIXTURE TAG cW WASTE, GREASE RL RAIN LEADER 0 PLAN NOTE #1 -MPG GAS (t2PSIG) WH-1 WH #1 (EQUIP. TAG) GAS (7 IN-W.C.) ® FFD FLOOR DRAIN W/ FUNNEL CD CONDENSATE 0 FS FLOOR SINK GATE VALVE ®FD FLOOR DRAIN COLD WATER PEX 02GD GARAGE DRAIN HOT WATER PEX ®PD PLANTER DRAIN CW CW MANIFOLD PEX/WIRSBO ®DD DECK DRAIN HW HW MANIFOLD PEX/WIRSBO ®RD/OF ROOF/OVERFLOW DRAIN BALANCING/SHUT-OFF VALVE ®AD AREA DRAIN BALL VALVE ZFCO FLOOR CLEANOUT -WCO WALL CLEANOUT PRESSURE GAUGE mGCO GRADE CLEANOUT CIF— UNION 0.5" 1/2" PIPE SIZE __SR SUDS RELIEF 0.75" 1. 3/4" PIPE SIZE 1" PIPE SIZE RELIEF VALVE 1.25" 1-1/4" PIPE SIZE J I L— VTR VENT THROUGH ROOF 1.5" 1-1/2" PIPE SIZE 2" 2" PIPE SIZE Q VTR VENT THRU ROOF 2.5" 2-1/2" PIPE SIZE 3" 3" PIPE SIZE �f� BURIED PIPE o- PIPE ELBOW UPj REDUCED PRESSURE o- PIPE ELBOW DOWN RPBP BACKFLOW PREVENTER -o- -�- PIPE TEE UP PIPE TEE DOWN PRV PRESSURE REDUCING VALVE -l- BACK WATER VALVE REVISIONS No changes shall to the scope of worlr 1.vithcI_-.. p:-=Jr approval of 'l Nd0T'- ,,e Mechanical ,UElectrical ❑ Plumbing 0 Gas Piping Ctfy Of Tul wi!a FL 0 OR PLAN - PLUMBING (WASTE & VENT) I� --- ---------.----- -- -- ---------_- SCALE: 1/4" = l'-0° NORTH \..--........_........ I._._..._........................................._.................i,....�-.— _-----__----.—_.__�._..— _--_-- — _ _ —.- - 1 \� FILE COPY - Permit . Plan review approval is subject to errors and arm: STORAGE STORAGE STORAGE i I Approval P1 t- nstruction documents doss not au i the violation of any adopted code or ordinanca. F 3 II WALK IN COOLER of approved Field pP Copy and conditions is acknowi NEW EWH-1 0.75 0 I SEE DETAIL 1/P1.0 g I i fat A !! :I 3 i l i I i i _..._.. ............- 75 — I ! i . ! i I Citv of Tt kviilA i r I i I PLUMBING FIXTURE SCHEDULE XX XX x CONNECTION SIZE MARK ITEM DESCRIPTION NOTES CW HW W V e3 1 COMP SINK 3/4" 3/4" INDIRECT - REFERENCE ARCH. PLANS 1, 2 & 4 1 MOP 3/4" 3/4" 3" 2" REFERENCE ARCH. PLANS 2 & 3 leFS 1 FLOOR SINK - - 3" 2" REFERENCE ARCH. PLANS 4 & 5 FD FUNNEL FLOOR _ _ 2" 1 1 /2" REFERENCE ARCH. PLANS 4 & 5 1 DRAIN NOTES: 1. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTER, SEE SCHEDULE 2. PIPE DRAINS LINES FULL SIZE TO FLOOR SINK AND TERMINATE WITH MIN. 1" AIR GAP 3. PROVIDE WITH "HANDI-LAV" GUARD OR EQUAL 4. PLUMBING CONTRACTO VIDE ALL STOP VALVES, FLE RISER AND ACCESSORIES REQUIRED TO PROVIDE A COMPLETE AN OPERATION FIXTURE 5 D AND FUNNEL OR DRAINS HAVE TRAP PRIM S PROTECTION. TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal ... and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be accessible for maintenance. (2012 UPC 1005.0, 1006.0 & 1007.0) P1.0 PLUMBING - WASTE, VENT, GENERAL NOTES, SCHEDULES, DETAILS AND LEGEND & FLOOR PLAN P2.0 PLUMBING - SPECIFICATIONS RPBP DETAIL Route to nearest floor drain I / I� ! I; _1BMBHbr NEW -G � I ENS R.R. iCC V M NS R.R. __...__..) ! -..._................. 1 --- -----= I 3/4 CW down to RPBP for L.Lfountain soda ).75" a 1 c ! 1'; i 1 1 4 ff CC 2 EXISTING GAS METER LOW PRESSURE 5"WC (VERIFY CAPACITY PRIOR TO CONSTRUCTION) i 1/2" CW to coffee M C Hand Sink CORRECTION LTR# _ I REVtE CODE C APPROVED D F MPLIAN I ' ASHIER AREA OC 121 iiob ECEIVED City ! of TU4�ia I CITY F TL BUILDING DIVI _ N (�C �' 2015 FLOOR PLAN - PLUMBING (WATER) SCALE: 1 /4" = V-0" 0 NORTH Architects 19401 40th Ave. West, Suite 300 Lynnwood, Wa. 98036 Ph. (425) 405-7746 e-mail: dwallace@PMDGinc.com Kenneth McCracken, Architect ABOSSEIN ENGINEERING L.L.C. MECHANICAL I ELECTRICAL CML LEED I FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PHONE (425) 462-9441 W X F- W J W M iLUJI J W 0 M � w � j Z I m (n O SQ _Z J (N Z (n > Fa- I- w F- o: Llj CL 0 m M wCL G� � N J U Z W Z of Q O Q Q w J CL of iL W = W 2 5 m J W LLJ N \ p~ In N � M N N M tOO .- N Project Number 215042 Sheet Name FLOOR PLAN PLUMBING Sheet Number P 1 . 0