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HomeMy WebLinkAboutPermit PG15-0112 - PIZZA STUDIO - PIPING, GAS WATER HEATER AND GREASE INTERCEPTORPIZZA STUDIO 17250 SOUTHCENTER PKWY PG15-0112 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: 7888920020 Permit Number: PG15-0112 Address: 17250 SOUTHCENTER PKWY 148 Issue Date: 10/27/2015 Permit Expires On: 4/24/2016 Project Name: PIZZA STUDIO Owner: Name: WIG PROPERTIES LLC-SS Address: 4811 134TH PL SE, BELLEVUE, WA, 98006 Contact Person: Name: DAVID KRUEGER Address: 4811 134 PL SE , BELLEVUE, WA, 98006 Contractor: Name: SJS MECHANICAL SERVICES LLC Address: 3317 3RD AVE S #100, SEATTLE, WA, 98134 License No: SJSMEMS951KL Lender: Name: Address: , , , DESCRIPTION OF WORK: Phone: (425) 641-2044 Phone: (425) 672-3247 Expiration Date: INSTALL UNDERSLAB WASTE & GREASE WASTE PIPING, VENT PIPING, DOMESTIC HOT AND COLD WATER PIPING, NATURAL GAS WATER HEATER, GREASE INTERCEPTOR (BELOW GRADE) AND INSTALLATION OF PLUMBING FIXTURES. Valuation of Work: $31,230.00 Fees Collected: $565.77 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 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: W. 164 10Date: /® v 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. Date: O` 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: ***PUBLIC WORKS PERMIT CONDITIONS*** 2: 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. 3: Coordinate with Public Works Inspector for connection to existing Grease Interceptor line. 4: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 5: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 6: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 7: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 8: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 9: 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. 10: 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. 11: 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. 12: 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. 13: 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. 14: 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. 15: 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. 16: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 17: 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 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 TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. Project No. Date Application Accepted: q1Z�'% S Date Application Expires: 3-23` 1 b 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 1, King Co Assessor's Tax No.: 788892-0020 Site Address: Parkway Suite Number: �� Floor: I Tenant Name: Pizza Studio New Tenant: m .....Yes ❑ ..No PROPERTY OWNER Name: WIG Properties LLC-SS Address: 4811 134th Place SE City: Bellevue State: WA Zip: 98006 CONTACT PERSON — person receiving all project communication Name: David Krueger Address: HS It 12 P s� City: �(�ViJe J State:WA zipjgco Phone: (425) 641-2044 Fax: Email: dkrueger@wigproperties.com Valuation of Project (contractor's bid price): S 31,230 Scope of Work (please provide detailed information): PLUMBING CONTRACTOR INFORMATION Company Name: SJS Mechanical Services LLC Address: 3317 3rd Avenue South, Suite 100 City: Seattle State: WA Zip: 98134 Phone: (206) 763-0334 Fax: (206) 763-0442 Contr RegNo.: SJSMEMS951KL Exp Date: 05/17/2017 Tukwila Business License No.: BUS-0993847 Install underslab waste & grease waste piping + vent piping, domestic hot and cold water piping, natural gas water heater, grease interceptor (below grade) & installation of plumbing fixtures. Building Use (per Int'l Building Code): Restaurant Occupancy (per Int'l Building Code): Type B 48 persons Utility Purveyor: Water: HAApplicationsTorms-Applications On Linet2011 ApplicationsTlumbing Permit Application Revised 8-9-1 Ldocx 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 bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks 5 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 2 Urinal Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric- 2 type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet 2 Industrial waste treatment interceptor, including trap and vent, except for kitchen type ease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch 51 mm diameter Gas piping outlets 1 Fixture Type Qty Dental unit, cuspidor Floor drain 4 Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap 1 (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 T14E STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER-ORA4JTHORIZED AGE-3IT: Date: 09/22/2015 pr t Nam: --Matthew Johnson Day Telephone: (206) 498-4418 Mailing Address: 3317 3rd Avenue South, Suite 100 Seattle WA 98134 City State Zip H:\Applications\Fours-Applications On Line\2011 Applications\Plumbing Permit Application Revised 9-9-1 I.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS• PermitTRAK QUANTITY PAID $565.77 PG15-0112 Address: 17250 SOUTHCENTER PKWY 148 Apn: 7888920020 $565.77 GAS $121.88 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $65.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $24.38 PLUMBING $422.13 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $305.20 PLAN CHECK FEE R000.322.103.00.00 0.00 $84.43 TECHNOLOGY FEE $21.76 TECHNOLOGY FEE TOTAL R000.322.900.04.00 0.00 $21.76 Date Paid: Wednesday, September 23, 2015 Paid By: MATTHEW JOHNSON Pay Method: CHECK 1661 Printed: Wednesday, September 23, 2015 7:57 1 of 1 CRWSY57EM5 AM INSPECTION RECORD ^' IPCTION N0. Retain a copy with permit , PERMIT T N0. 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 Inspe 44 Address: �f to Called: Speciallnstructions: Date rnted: a. d .m: Requester: Phone No: Fq-ATrp—r,o­ved per applicable codes. Corrections required prior to approval. COMMENTS: 1 Inspector: Date: -J .)- A'00�1j'5 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. `7 47)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: _ Type spectio : Address: f?aSG� %5 4ngtX<&4 (� D to Called: k4v IN Special Instructions: Date anted: a.m. Requester: Phone No: ©-4proved per applicable codes. �J Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "C / INSPECTION RECORD Retain a copy permit ermit 3•PECTION 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 I ection: S- l.�/� Address: jDaje Called: Special Instructions: Date W ted: a.m. p.m. Requester: Phone No: ©'Approved per applicable codes. LJ Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. "iC 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:.. Type of Ins tion: Address: 17 D I e , Special Instructions: y Date W ted: a Requester: Phone No: pproved per applicable codes. l:J Corrections required prior to approval. Inspector: L-�/"- �-h�/Date: _ /� REINSPECTION FEE REQUIRED. Prior to next inspectybn, femust be paid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. 1'C INSPECTION RECORD Retain a copy with permit ION 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: 1 , NN � - Type of spection* V Addr ss+: Pate Called: pecial instructions: ITwanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. t—J Corrections required prior to approval. U paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. �s\ `3 INSPECTION RECORD Retain a copy with permit l !� 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��2 � Type of In�ction Address: / Date Called: f peciallnstructions: Dat anted: a. Requester: Phone No: Approved per applicable codes. LJ Corrections required prior to approval. " paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD A Retain a copy with permit IP61� ®J/ 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: Z.�i . 7`Uo/f7 Type of Inspection: OGtQ Gc Address: 1�1 Ph, Date Called:z / C� pecial Instructions: lo, Date Wanted: a. Requester: k Phone No: )-e6 7,! > Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: ✓r G/� ft Iinspector: ` /�/� Iuate: El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L INSPECTION RECORD 10 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 Pr 'ect: r` Type of Inspection: Luc (a 1L.CV A dress: �723-6 fo o C ' i Date Called: SpM plyReq `� ®av---�.➢�, l Date Wanted: a.m. G--�`"p.m. ester: Phone No: Inspector: Dat REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Catl to schedule reinspection. RPB4 6FAp IL� REVWED FOR CODE COMPLIANCE APPROVED OCT 21 2015 City of Tukwila BUILDING DIVISION RECEIVFr" OCT 19 2015 TlJKVvlUA PUBLIC WORKS SJS Mechanical 3317 3`d Avenue South, Ste 100 Seattle, WA 98134 Office: 206-763-0334 - Fax: 206-763-0442 Pizza Studio (15-549) 17250 Southcenter Parkway Tukwila, WA 98188 H&C Water Isometric Drawing 10/14/2015 CORRECTION LTR#._-4--_ IECEIVED OF TUKWILA CT 15 2015 MIT CENTER i i ((4>OC7b GA L-L-C)i'J G c—:AS E [ A -I T. SAS N� !F- .H A N G 4 F(-)i -':�'TUD1D S-DO74-IBC P i/.NA(K STD !4 SJS Mechanical 3317 3`d Avenue South, Ste 100 Seattle, WA 98134 Office: 206-763-0334 - Fax: 206-763-0442 Pizza Studio (15-549) 17250 Southcenter Parkway Tukwila, WA 98188 Waste, Grease, & Vent Isometric Drawing 10/14/2015 sii !ViZ V�ED FOR LBULDWG - C®FR RLIAN CE 2015 2015 OCT 2ICof1kwlajTukwila DN t� RECEIVED { CITY OF TUKWILA OCT 15 24015 PERMIT CENTER i ve-At r- (,� ,, 1100 ► �vvfv REVtIWED FOR CODE COMPLIANCE APPROVED OC 12 1 2015 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 15 20.15 PERMIT CENTER N115t �b �`,_e No. 1242 11" x 17" 35016' ISOMETRIC y P' ' G' ES-009 CODE COMPLIANCE Job Name Job Location Engineer — Approval — BUILDING DIVISION! Series 009 Reduced Pressure. Zone Assemblies Sizes:'/4" - 3" (8 - 80mm) 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 can be used in a variety of installations, including the prevention of health hazard cross connections in piping systems or for con- tainment at the service line entrance. 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 mainte- nance and assembly access. Sizes'/4" - 1 " (8 - 25mm) shutoffs have tee handles. Features Contractor Approval OCT 19 2015 Contractor's P.O. No. :TU"yiI.r% Representative PUBLIC WORKS • Single access cover and modular check construction Test Cock No. 3 for ease of maintenance Ball Type • Top entry - all internals immediately accessible Test Cocks • Captured springs for safe maintenance Test Cock • Internal relief valve for reduced installation clearances No. 2 • Replaceable seats for economical repair • Bronze body construction for durability'/4" - 2" (8 - 50mm) First Check • Fused epoxy coated cast iron body /2" and 3" 65 and 80mm Module p y 2'( ) Assembly • 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 con- sist of an internal pressure differential relief valve located in a zone between two positive seating check modules with cap- tured 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. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA 1364.4. Shall be a Watts Regulator Co. Series 009. tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. 2" 009M2QTHC RECEIVED CITY OF TUKWILA tl C ft lb IT CENTER Second Check Module — Assembly R.P. Zone 1` Relief Valve Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS 61 ft- Iz 9001 WATTS® CERTIFIED REGULATOR USA: 815 Chestnut St., No. Andover, MA 01845-6098; www.wattsreg.com Canada: 5435 North Service Rd., Burlington, ONT L7L 5H7; www.wattscanadaca Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Available Models:'/4" - 2" (8 - 50mm) ,Materials: 21/2" and 3".(65 - 80mm) Suffix: • (FDA approved) Epoxy coated cast iron unibody with bronze seats QT - quarter -turn ball valves:. • Relief valve with stainless steel seat and trim S - bronze strainer • Bronze body ball valve test cocks LF - without shutoff valves Pressure / Temperature AQT - elbow fittings for 360° rotation Series 0091/4" - 2" (8 - 50mm) Suitable for supply pressure 3/4" - 2" (20 - 50mm) only up to 175psi (12 bar). Water temperature: 33°F -180°F PC - internal Polymer Coating (-3°C - 75°C). LH - locking handle ball valves (open position) Sizes 21/2" and 3" (65 and 80mm) are suitable for supply SH - stainless steel ball valve handles pressures up to 175psi (12 bar) and water temperature at HC - 21/2" inlet/outlet fire hydrant fitting (2" valve) 110°F (43°C) continuous, 140°F (60oC) intermittent. Prefix: C - clean and check strainer 3/4" - 1 " (20 - 25mm) only U - union connections (see ES-0009) Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY? UUFM outside stem and yoke resilient seated dd' gate valves S-FDF [ - FDA epoxy coated strainer QT-FDA - FDA epoxy coated quarter -turn ball valve shutoffs LF - without shutoff valves S - cast iron strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: t/4" - 2" (8 - 50mm) 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 (1/2" - 2"(15 - 50mm)). Series 009QT furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Standards USC Manual 8th Editiont ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. es P 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, AQT, PC, NRS, OSY. UL Classified 3/4" - 2" (20 - 50mm) (LF models only) 21/2" and 3" (65 and 80mm) with OSY gate valves. MODEL DRAIN for 909, 009 A B and 993 sizes in. mm in. mm in. mm lbs. kgs. 909AG-A 1/4"—'/2" 009, 1/2 13 23/e 60 31/8 79 .625 .28 3/4" 009M2/M3 909AG-C 3/4"-1" 009/909, 1 25 3'/4 83 47/s 124 1.50 .68 1 "-11/2" 0091V12 909AG-F 1'/4"-2" 009M1, 2 51 43/a 111 63/4 171 3.25 1.47 1'/4"-3" 009/909, 2" 009M2, 4"-6" 993 909A 144'6" 909, f< �3 { ` ' 63/e 162 9% 243 6.25 2.83 -10" 909kA1 909A V 4 8740" 909 V,4 1i)2 73/a 187 11'/4 394 15.50 7.03 909EL-A Y4"-Y2" 009, 3/4" 009M2/M3 - - - - - - - - 909EL-C 3/4"-1" 009/909 - - 23/8 60 2% 60 .38 .17 909EL-F 1'/4"-2" 0091V1, - - 3% 92 3% 92 2 .91 1 i/4"-2" 009/909, 2" 009102 4"-6" 993 909EL-H 21/2"-T 009/909 - - - - - - - - Vertical Dimensions and Weight:'/4" - 2" (8 - 50mm) 009 Suffix HC - Fire Hydrant Fittings dimension 'A' = 25' (637mm) 009 1/4" - 2" SIZE (ON) DIMENSIONS (APPROX.) STRAINER DIMENSIONS WEIGHT in. mm A in. mm in. B mm in. C mm D in. mm L in. mm M in. mm in. N mm Ibs. kg. 'A 8 10 250 45/8 117 33/8 86 11/4 32 5'/2 140 23/8 60 2'/2 64 5 2 3/8 10 10 250 45/8 117 33/8 86 1'/4 32 5'/2 140 23/a 60 2'/2 64 5 2 '/2 15 10 250 45/8 117 33/8 86 1'/4 32 5'/2 140 23/4 70 21/4 57 5 2 3/4 20 103/4 273 5 127 3'/2 89 11/2 38 63/4 171 33/16 81 23/4 70 6 3 1 25 163/4 425 5'/2 140 3 76 21/2 64 9'/2 241 33/4 95 3 76 12 5 11/4 32 173/8 441 6 150 3Y2 89 2'/2 64 113/8 289 CA 113 T/2 89 15 6 1'/2 40 17'/8 454 6 150 31/2 89 2'/2 64 111/8 283 41A 124 4 102 16 7 2 50 213/8 543 73/4 197 41/2 114 3'/4 83 13Y2 343 575/ia 151 5 127 30 13 Dimensions and Weight: 2'/2" and 3" (65 and 80mm) 009 U C open J O O O D R Ni N--------- L — — — ---------- M ----------------------------- A — — — STRAINER SIZE DIMENSIONS (approx.) WEIGHT in. mm M in. mm N in. mm in. Nit mm lbs. kgs. 21/2 65 10 254 6'/2 165 93/4 248 28 12.7 3 80 10'/a 257 7 178 10 254 34 15.4 tClearance for servicing Watts G-4000 Series QT - Ball Valves MODEL i(APPROX.) WEIGHT in. mm A in. mm C in. mm D in. mm E in. mm L in. mm R in. mm U in. mm Ibs. kgs. 009LF 21/2 65 4'/2 114 18'/8 460 — 105/8 270 76 34.5 0090SY 222 65 33'/4 845 157/8 403 4'/2 114 163/8 416 18/8 460 73/4 197 105/8 270 166 75.3 009NRS 21/2 65 331/4 845 113/8 289 4'/2 114 163/8 416 181/a 460 73/4 197 105/8 270 161 73.0 0090T 21/2 65 331/4 845 6 152 4 /2 114 163/8 416 181/a 460 73/4 197 105/8 270 150 68.0 009LF 3 80 — — — — 41/2 114 — — 181/8 460 — — 105/a 270 76 34.5 0090SY 3 80 34'/4 870 18'/2 470 41/2 114 165/8 422 181/8 460 83/4 222 105/8 270 198 89.8 009NRS 3 80 34'/4 870 123/4 324 4Y2 114 165/8 422 181/8 460 83/4 222 10% 270 191 86.6 009QT 3 80 34'/4 870 7 178 4'/2 114 16% 422 181/8 460 83/4 222 105/8 270 158 71.7 y� ti Capacity Performance as established by an independent testing laboratory. kPa psi ''/a" (8mm) 9090T 138 20 117 17 96 14 76 1 55 8 35 5 AP 0 .25 .60 .75 1 1.17 gpm 0 .95 1.9 2.9 3.8 4.51pm kPa psi 3/" (10mm) 0090T 138 20 117 17 96 14 76 11 55 8 35 5 0 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm AP 0 .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm %" (15mm) 0090T kPa psi 172 25 138 20 Woe 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 ` 02 6 AP 0 7.6 23 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 3/a" (20mm) 009M30T 10 14 18 22 26 30 34 38 42 46 gpm 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) 009M20T 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 *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 1'/a" (32mm) 009M20T 172 25 138 20 103 15 69 10 35 5 0 0 r r OP 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 1 %" (40mm) 009M20T kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 OP 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 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 OP 2" (50mm) 009M20T MMMMMMMMMM MMMMMMMMMM MMMM N 20 40 61 :1 100 120 140 160 180 y0 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 172 psi 25 2V2" (65mm) 909 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 175 200 225 250 gpm OP 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 psi 3" (80mm) 009 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm OP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ES-009 0403 0 Watts Regulator Co., 2002 Printed in U.S.A. A- SS Mechanical 3317 3`d Avenue South, Ste 100 Seattle, WA 98134 Office: 206-763-0334 - Fax: 206-763-0442 October 15, 2015 City of Tukwila Attn: Bill Rambo Permit Technician Re: Response to Plumbing Plan Review Correction Letter #1 - Permit Application PG15-0112 GENERAL NOTE: Isometric Drawings - We are submitting is in 11x17 Line Drawings — We are submitting in 2436 BUILDING - PG DEPARTMENT NOTES 1. Submitted plans are not to scale but is easy to read and is legible. Note: Please refer to the most updated "Waste, Grease and Vent Isometric Drawing". 2. We are using a standard p-trap. UPC Code 1004.1 and 1005.0 does not apply. 1007.00 — Floor sinks are subjected to continuous use Reference the "Waste, Grease and Vent Isometric drawing" for the floor drain locations. A total of 3. 3. Reference the "H&C Water Isometric drawing" for the (2) RPBA locations - One is for the soda machine, the other is for the ice maker. PW -DEPARTMENT NOTES 1. Now shown on both Line and Iso drawings. 2. Corrected to show two RPBA's. 3. Attached to this correction revision. Laura Dinucci —Service Manager 206-763-0334 CORRECTION RECEIVED LTR# CITY OF TUKWILA OCT 15 2015 71 1;1S `,I 2 PERMIT CENTER City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 13, 2015 DAVID KRUEGER 4811 134 PL SE BELLEVUE, WA 98006 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG15-0112 PIZZA STUDIO - 17250 SOUTHCENTER PKWY, STE 148 Dear DAVID KRUEGER, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 1 lx]7 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All plan sheets and the front cover of structural calculation produced by a Washington State licensed architect, structural engineer or civil engineer shall have on those sheets original wet stamp with wet signatures. (Electronic copies shall not be approved.) (BUILDING REVIEW NOTES) 1. Please provide legible plans that are to scale to where it is easier read. Shrunk drawings are not to scale, difficult to read and shall not be approved. 2. Floor sinks and floor drains up stream of the main sewer line shall have trap seal primers. Show trap primers where required. Trap primers shall also be located where they can be maintained. (UPC 1004.1, 1005.0 & 1007.00) 3. Show carbonated beverage machines or dispensers with two independent check valve backflow preventers. (UPC Table 603.2) PW - PG DEPARTMENT: Dave McPherson at 206-431-2448 if you have questions regarding these comments. 1. Waste and Vent Isometric Drawing shows a proposed inside grease trap/interceptor. Show & label inside connection point to the existing outside grease interceptor. 2. Domestic Cold Water Isometric Drawing shows one backflow device. The plumbing permit application lists two backflow devices (2-inch or less). Provide a diagram of both Backflow Devices including installation; and specify size, make and model number for each device. 3. Submit a cut sheet for each Backflow Device and circle the devices to be installed. Verify that each backflow device is an approved Washington State Department of Health Backflow Prevention Assembly as listed on the Washington State approved list. 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 Rambo2 Permit Technician File No. PG15-0112 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0112 PROJECT NAME: PIZZA STUDIO DATE: 10/15/15 SITE ADDRESS: 17250 SOUTHCENTER PKWY - SUITE 148 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 DEPARTMENTS: Revision # after Permit Issued �3 kw (i Ib�� Building Division IN Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator6 PRELIMINARY REVIEW: DATE: 10/20/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/17/15 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: PG15-0112 DATE: 09/23/15 PROJECT NAME: PIZZA STUDIO SITE ADDRESS: 17250 SOUTHCENTER PKWY - SUITE 148 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter #, Revision # after Permit Issued DEPARTMENTS: \j Building Division Fire Prevention ❑ Planning Division ❑ bn Cdrr1Z �0'���5 Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/24/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: DATE: DUE DATE: 10/22/15 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: t 0 Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southeenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.Tukwi]aWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: l Jr— Plan Check/Permit Number: -P G ❑ Response to Incomplete Letter # ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: ?/ z Project Address: /7` Contact Person: , to r / J., 3Z7/ Summary of Revision: PY-r te- Vl�-C Z 25 1A �2 S / a i?-e- ::�: 117 1 it- 0 RECEBM 0 1 .54 015 RIRPAIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revisio _ c Received at the City of Tukwila Permit Center by: W —Entered in TRAKiT on L l- 1 —( Page 1 of 3 Home Liieio en Espanol ' Contact Safety Washington State Department of Labor & Industries SJS MECHANICAL SERVICES LLC Search L&I ^� L i 9-Z Index ; Help My Secure I.AI Claims & Insurance Workplace Rights Trades & Licensing Owner or tradesperson 3317 3rd Ave S, #100 SEATTLE, WA98134 Principals 206-763-0334 JOHNSON, STEVEN P, PARTNER/MEMBER KING County SMITH, BRENT ALAN, PARTNER/MEMBER SCODELLER, TERRY R, PARTNER/MEMBER (End: 04/16/2015) Doing business as SJS MECHANICAL SERVICES LLC WA UBI No. Business type 602 478 200 Limited Liability Company License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ...................................................... . Meets current requirements. License specialties PLUMBING License no. SJSMEMS951 KL Effective — expiration 05113/2005— 05/17/2017 Bond ................. DEVELOPERS SURETY & INDEM CO $6,000.00 Bond account no. 575020C Received by L&I Effective date 05113/2005 05/12/2005 Expiration date Until Canceled Insurance ........................... West American Ins Co $1,000,000.00 Policy no. BKA63475190 Received by L&I Effective date 04/09/2015 05/06/2011 Expiration date 05106/2016 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. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602478200&LIC=SJSMEMS95I KL&SAW= 10/27/2015 EQUIPMENT LIST MECHANICAL ELECTRICAL # QUANTITY DESCRIPTION MANUFACTURER MODEL # HW CW WASTE BTU's HEIGHT VOLT PH HP AMPS HEIGHT SUPPLIES REMARKS 1 1 EA PARTIAL HEIGHT WALL o CUSTOM CCS BOOTHS 2 1 fA PARTIAL HEIGHT WALL o CUSTOM CCS LOOSE TABLES 3 1 E4 PARTIAL HEIGHT WALL 0 CUSTOM #8 ON KITCHEN CCS PIZZA PREP EQUIPMENT LIST PROVIDED BY COMMERCIAL CUSTOM SEATING — #2 ON KITCHEN 4 1 LOT SNEEZE GUARD CUSTOM EQUIPMENT LIST CCS INSTALLED BY GC — GC TO RUN POWER TO WALL AS NEEDED PER SHOP DRAWINGS — TILE BASE BY GC 5 1 EA POS COUNTER CUSTOM #17 ON KITCHEN CCS EQUIPMENT LIST 6 1 EA BEVERAGE COUNTER CUSTOM #39 ON KITCHEN EQUIPMENT LIST CCS 7 1 FA PT WALL 0 BEVERAGE CUSTOM CCS COUNTER 8 1 E4 26' SETTEE CUSTOM CCS PROVIDED BY COMMERCIAL CUSTOM SEATING — INSTALLED BY GC — GC TO RUN POWER TO AS 9 4 EA SINGLE 48" BOOTH CUSTOM CCS NEEDED PER SHOP DRAWINGS 10 7 EA 30" X 48" TABLE TOP CUSTOM CCS t0A 14 EA 28.5" TABLE BASE CUSTOM CCS 11 3 EA 24 X 30 TABLE TOP CUSTOM CCS 11A 3 EA 28.5" TABLE BASE CUSTOM CCS 12 5 EA 36" ROUND TABLE TOP CUSTOM CCS 12B 5 EA 41.5" TABLE BASE CUSTOM CCS 13 14 17 EA CHAIR CUSTOM CCS 15 15 EA BAR STOOL CUSTOM CCS 16 15 EA TRASH RECEPTACLE CUSTOM #40 ON KITCHEN EQUIPMENT LIST CCS 17 1 LOT HI CHAIRS CUSTOM CCS 18 PROVIDED BY COMMERCIAL CUSTOM SEATING — 19 1 LOT CLOUDS — SEE RCP CUSTOM CCS INSTALLED BY GC — GC TO RUN POWER TO AS NEEDED PER SHOP DRAWINGS ow VIA — I WOMEP «2 21 RESTR( 108 24 i FT) • 23 - �I 6 , , k t ;x �• 1 / MEN'S 35 ( RESTROOM • =- it 107 , Mill aXla; IPA V. r/ 26 '' t (zER �� WALK IN �: ) 20 2.- .� '�► ....r.., r �. r I , ��.:........... ..... ....:...; PREP ... ��,i ► I ::::":- .AREA. _ �. . ............ . . ........... I 104 ............ 60x9£3 ,s X! 211 0. 11211 rt 44 EQUIPMENT LIST MECHANICAL ELECTRICAL # QUANTITY DESCRIPTION MANUFACTURER MODEL # HW CW WASTE BTU's HEIGHT VOLT PH HP AMPS HEIGHT SUPPLIER REMARKS 20 2 EA RESTROOM SINK KOHLER K 2084—R-0 GC 21 2 EA FAUCET AMERICAN STANDARD 6056.164 J¢" Yz" GC PROVIDE GFI OUTLET 0 24" AFF UNDER SINK 22 2 EA PAPER TOWEL DISPENSER BOBRICK B-29744 GC 23 1 EA NAPKIN DISPENSER BOBRICK B-270 GC 24 2 EA TRASH CAN BOBRICK B-2300 GC GC TO PROVIDE WALL BACKER IN WALL 25 2 EA TOILET SEAT DISPENSER BOBRICK B-221 GC 26 2 EA COAT HOOK BOBRICK B-2116 GC GC TO PROVIDE BACKER IN WALL 27 2 EA DECK MOUNT SOAP DISPENSER BOBRICK B-8263.18 GC 28 2 EA VANITY MIRROR SENTRY MIRROR 18X36 29 2 EA ADA TOILET KOHLER OR EQUAL TBS " 2 Y8 30 2 EA GRAB BARS BOBRICK TBS GC TO PROVIDE BACKER IN WALL 31 2 EA TOILET PAPER DISPENSER BOBRICK TBS 35 2 EA BABY CHANGING STATION KOALA KB200-05SS WHITE GRANITE 36 37 38 38.1 39 40 40.1 41 42 SEE K— SHEETS FOR KITCHEN EQUIPMENT INFORMATION 6 . .............. ...... G P ..�)MNf"JiM.��RI�I�f..R HlWP1[,fi]"iC 1'M1I•i�!l""4:litTwwi•7vAO.n►Mw:sA��•w.rw�r ¢ � . ::5::•^T^�.TY..! K I�. . . . ....... . ...... VECE- ,.:.. AREA :.. .... ... ............ I ;.::: 102 5 2 2 12 f .............. i + 1 1 ............... xfi ~ t_ i 0 O� { COOK I j\ LINE i..{ 4 . 10 is ' a 3 x.,� 103 ` ...... /.. , ( ....... .....- 16 '' I� ,0 24 2.7 ; ~ ` _ i .......4.., ..........5' r �a < ., „<a ^� ..,.�....,. ....,>v..:.«.� _ .:... ...,�.,,.,.�...•,....,..,,».. .�" (Al .,....,,,..:,.a�,..�.}. ,.......,...._,....._..-.,�•....................... �.°.........................., ... � ........ / I I( 14. I 14 •. {i 14 I I t a ... ..................................................... '�Hi/l:uillabii> :i,;a['iI;j{ryI?�]� lcicoo:x "�., /'. "� �., .""�:,A xrY., -''� <.� „r':i•i �;" H �. \ / Cr c _._ I(,r � 1454X18 ,:�xl'14 I t1 u,a i,•: `'~'' ..,."v..�: �;. :: 7. ✓�•i .�'• % ,' i'T'.~ ii I "i i. _i L.S--.—�' 1_ 'I sim �"�•, r' <iiSxs iY.�` ... r �r I,: / 777 swa•. rr+r. , m• --: .wennwne- aww..�. :rs+raoa:•a:nua. vc•�> n,�+.c, +a:w..e-+ �aurx:, rc+<. ,r vrx.� N ',t.- :-: •+•-,.-e .p �,.,..,r u:r+erax ... �- '.-.i .�.• ..... .. .. it . 1 l F-'- 0. C— �J•� .r•.." r r• r.r_ V n— T V u P wn4 e0 (""Z 1a I PLUMBING .AND ELECTRICAL INFORMATION FOR REFERENCE ONLY - SEE ,PLUMBING PERMIT AND PLUMBING PERMIT EQUIPMENT PLAN 2 <, 26'-0 of DINING ;y ; ..46" r RODOM i • 21 `/ X ire 91_49 SJS Mechanical 3317 3`d Avenue South, Ste 100 Seattle, WA 98134 Office: 206-763-0334 - Fax: 206-763-0442 Pizza Studio (15-549) 172SO Southcenter Parkway Tukwila, WA 98188 Waste, Grease & Vent Line Drawing 10/14/2015 E 1 REVISIONS - No changes ,,hall i,� s7,.:,� . to thp scope of tvork %vithow prior a;-,pr0vol of rtsS:�viEa FuNding DivIsic,-1. POlii3l-a s Mil rcquiro a ,,, ,v plan submittal and may in-Olde additional plan revi6vr fses. J P,l achanical ZE;-�- ctrical d Plumbing 0 Gas Piping City of Tukwila SUll.DW,*31 DIWSION i LE C W Perm it No. 3ILq J Plan review appruval is subject to errors and cm; Approval Pf =:onstruction documents doss not au the violation of any adopted code or ordinance. f Of approved Field Co and conditions is acknuwi Date. __•_IO2'`7 City of Tukwila BUILDING DI G DIVISION RECEIVEn OCT 19 2015 TUKvv1LA PUBLIC WORKS RECEIVED CITY OF TUKWILA, ,--I OCT 1 5 2015 00 PERMIT CENTER W SCALE: V-O" F LTR# —4— NORTH REVISION DATE INIT i t PIZZA STUDIO C)0 GO 0- M OC Z U H O >-- 0 t\ t--I • M d 00 0 0 7 R,3 ®PO00 Cis M N ►�+ 00 r- 4 1 � N W 00 N e—i 0 0 A = 90 m to R. D- FOR CODECO APPROVED OUT 21 2015 PiiJ JL� City of Tukwila BUILDING DIVISIQ QUIPMENT LAN Date: 8-12-15 Scale: NOTED Drawn by:MJL Job: PIZZA STUDIO TUKWILA WA !t DO NOT END A COLOR ON AN OUTSIDE CORNER. WHERE ONE FINISH IS NOT NOTED AS CONTINUING AROUND A CORNER, CONTINUE IT TO THE INSIDE CORNER AND MAKE THE COLOR CHANGE @ THAT POINT. WHERE IT IS QUESTIONABLE IN THE FIELD - CALL FOR CLARIFICATION. ALL WALLS TO BE MIN #4 SMOOTH FINISH. ALL WALLS TO RECEIVE PRIMER AND MINIMUM 2 COATS OF PAINT. 1 107 1 IN 8 WALK IN it V / FW PREP T AREA.. ............. 104 FLOOR IN KITCHEN TO BE QUARRY TILE WITH 6" MATCHING COVE BASE, WALLS TO BE FRP FULL HEIGHT, CEILING TILES TO BE �-- kAt.4 fTZff . VINYL ALL LIGHT FIXTURES TO HAVE SHATTER RESISTANT SHIELDS GAS Fl-cLE'_ S i Q KS A R-a N1 U0 L6 ivs G . TN e-Y tk ze N 0 r SiJT a c-7" ( i'Q (`R_E� tkt. C—_- QT` USG- SG�F--_ FINISH SCHEDULE KEY LOCATION DESCRIPTION MANUFACTURER SPECIFICATION P-1 WALLS PAINT KELLY-MOORE PEARLY WHITE KMW44-1 PAINTS P-2 CEILING PAINT KELLY-MOORE AMP POST KMA82-5 PAINTS P_3 SOFFITS AND PAINT KELLY-MOORE BENTO BOX KMA1-5 STACKED LOGO PAINTS P-4 STARVING ARTIST PAINT KELLY-MOORE CANNERY PARK KM-5777-2 wALL PAINTS REMARKS TRIM: SEMI GLOSS CEILING AND SOFFITS: FLAT/MATTE WALLS: EGGSHELL KELLY MOORE - 1680 DURA-PDXY I WALL I BRICK WEB IBOSTON MILL ITB2770 1 CS - COLOR RED 1205003ECTIONB72EORDRO RME IC ONDEPWE�Bternet#T I "e_`_ KITCHEN WALLS CP0212241P - DB GROUT COLOR CUSTOMS BUILDING AND BEVERAGE 12 X 24 TILE DAL TILE COMPOSITION WALL -CP02 PRODUCTS #11 SNOW WHITE BAR GESSO MATTE T� @ OUT SIDE CORNERS AND RONDEC S/S RONDEC R0100E8 BULLNOSE TILE TO PAINT SCHLUTER SCHLUTER R0100E8 AND EV/R0100E6 S/S RONDEC R0100E8 BULLNOSE TRANSITIONS CORNER T-2 RESTROOM WALLS 6 X 18 TILE DAL TILE EL476181 P2 - DB ELEVARE - GROUT COLOR CUSTOMS BUILDING EL47 MATTE LUNAR STD PRODUCTS #11 SNOW WHITE 1/8"GROUT JOINT, BROKEN JOINT T-3 PIZZA 2 X 12 TILE DAL TILE CW30 RED HOT AND GROUT MS SHROUD BUILDING PRODUCTS # 65 BUILD NG S•O ME FRP (KITCHEN WALLS (COOK LINE j # 103 102 POLYURETHANE I SUPERIOR FAUX WOOD BUILDING BEAMS SUPPLIES TIME WEATHERED RUSTIC FAUX BEAMS TO BE PROVIDED AS PART WOOD BEAM - T20A 11'-6" L OF MILL WORK PACKAGE - 7-5/8" W X 4-1/2" H INSTALLED BY CONTRACTOR MARLITE P-100 WHITE CLASS A (4' X 10' SHEETS) PEBBLED FINISH PROVIDE ALL MATCHING TRIM AND MOLDING SILICONE ALL TRIM AND MOLDING TO WALL WITH MATCHING SILICONE WATER RESISTANT WALL BOARD BEHIND ALL SINKS MATERIALS TO BE FULL HEIGHT TO GRID ABOVE �f pa p 1 , ......... .. .......... ELEVATION KEY PLAN SCALE: %" = 1'-0" CONTACT CHERYL COCHRAN (770) 947-8747 DINING ROOM 101 SJS Mechanical 3317 3`d Avenue South, Ste 100 Seattle, WA 98134 Office: 206-763-0334 - Fax: 206-763-0442 Pizza Studio (15-549) 17250 Southcenter Parkway Tukwila, WA 98188 H&C Water Line Drawing 10/14/2015 RECEIVED CITY OF TUKWILA OCT 15 2015 PERMIT CENTER Ln 1 N ,—I 00 W Cn H 37 ry W CL E REVISION DATE INIPIZZA STUDIO Q 00 G1C 00 CLL LU I- Z U aF- Cn 0 N 0 d. 00 O • bA �O o PO 00 c�3 00 2 p.� N CIA 4� yyw H r-1 NC� U z Uq KEG! WED OD PLIANCE APPROVED UL 1 21 2015 City of Tukwila ILDINQ O VISiQN ELEVATION KEY PLAN Date: 8-12-15 Scale: NOTED Drawn by:MJL Job: PIZZA STUDIO TUKWILA WA