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Permit PG17-0021 - RUBY THAI KITCHEN - ROUGH-IN, TRIM WORK, SODA MACHINE
RUBY THAI KITCHEN 2600 SOUTHCENTER MALL FC -15 PCI 7-0021 Parcel No: Address: 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.gov PLUMBING/GAS PIPING PERMIT 9202470010 Permit Number: PG17-0021 2600 SOUTHCENTER MALL FC15 Issue Date: 4/3/2017 Permit Expires On: 9/30/2017 Project Name: RUBY THAI KITCHEN Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD, WA, 92013 BOB MORRISON 29712 4TH AVE S , FEDERAL WAY, WA, 98003 MORRISON PLUMBING 29712 FOURTH AVE S, FEDERAL WAY, WA, 98003 MORRIP*894L0 Phone: (206) 653-7903 Phone: (206) 510-9899 Expiration Date: 6/26/2017 DESCRIPTION OF WORK: ROUGH IN AND TRIM WORK INCLUDES INSTALLATION OF ONE 1/2' RPPA WATTS Series LF009 for SODA MACHINE. Valuation of Work: $6,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $496.50 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Permit Center Authorized Signature: Date: 101/ 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 develop permi • the conditions attached to this permit. Date: Signatur Pri 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: Min. 24 hours in advance call 206 433-0179 to schedule a backflow inspection. The RPPA shall be installed per manufacturer's specifications and tested by a certified tester upon installation. Passing backflow test report shall be forwarded to the Public Works Inspector. Thereafter the backflow shall be tested annually at owner's expense and backflow test reports forwarded to Tukwila Water Dept., 600 Minkler Blvd, Tukwila, WA 98188, phone 206 433-1860, fax 206 575-3404. 2: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 3: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 4: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 5: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 6: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 7: 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. 8: 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. 9: 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. 10: 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. 11: 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. 12: 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. 13: 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. 14: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 15: 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 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKTV 1 Community Developm ..... Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 litto://www.TukwilaWA.gov Plu nliing/Gas•-'ermit No. I I1'iI Project No. Date Application Accepted: 11 1• Date Application Expires: 0 1 1 (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION c2000 v ( Site Address. )) -7' / /, Tenant Name: Rut�U Y hlhr/ k,/c,h h King Co Assessor's Tax No.: Suite Number: PROPERTY OWNER M Name: /3001/4mBty/l,5ei„ Address: a 9 / /2 c/biOve S Name: City: � _ J4, /W7 StateWn Zip 9g6,03 Address: _-1'7 2Z Email: eniria 0/7 i 63//r0/ City: State: Zip: CONTACT ;PERSON — person _receiving all project communication M Name: /3001/4mBty/l,5ei„ Address: a 9 / /2 c/biOve S City: ��1,i0 146 State / Zip,e ia3 City: � _ J4, /W7 StateWn Zip 9g6,03 Phone:a 06- 633- / �0,3 Fax: a o6- L v _-1'7 2Z Email: eniria 0/7 i 63//r0/ - (04-) Floor: New Tenant: 'tet' Yes ❑.. No PLUMBING CONTRACTOR 1N.FORMATION Company Name: itiQt,r,� 0/7 ,/-1/u" //I `"'! P7 �j Address: a 9 t di S /� City: ��1,i0 146 State / Zip,e ia3 Phonea06_ 3496 Fax: VVNo. Contr Reg �ORR�-ptJJOyd,0 Exp Date:y_ 30_ ) Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 6000 Scope of Work (please provide detailed information): .5‘49h'1 e /1 40/4t71/ /1)' 171 Mos/1y 71✓11;Y! Building Use (per lnt'I Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:VApplications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap 4r i Sinks g Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) 1 Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) piping outlets being installed and the quantit low: Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory 4r i Urinal Water heater and/or vent Repair or alteration of drainage or vent piping 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 J Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain 4r i Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets` J Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste 4r i Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices 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 1 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: Signature: 30i./ Ovu/a041 Date: 2-17-, Print Name: /Q&,71 J. /' `Q/'l' k ,s00 Day Telephone: Mailing Address: a 0 712- 4.1 4tioS t et4 bl / L4'2 9 W,l - 9'8003 City / State Zip H:Wpplications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I QUANTITY I ' PAID PermitTRAK $496.50 PG17-0021 Address: 2600 SOUTHCENTER MALL FC15 Apn: 9202470010 $496.50 Credit Card Fee $14.46 Credit Card Fee R000.369.908.00.00 0.00 $14.46 GAS $124.31 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $66.30 PLAN CHECK FEE R000.322.103.00.00 0.00 $24.86 PLUMBING $339.19 PERMIT FEE R000.322.100.00.00 0.00 $238.20 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $67.84 TECHNOLOGY FEE $18.54 TECHNOLOGY FEE R000.322.900.04.00 0.00 $18.54 TOTAL FEES PAID BY RECEIPT: R10850 .. $496.50 Date Paid: Friday, February 17, 2017 Paid By: FRANK NIVER Pay Method: CREDIT CARD 577001 Printed: Friday, February 17, 2017 12:59 PM 1 of 1 C4SYSTEMS cv� 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 � 7 cVZ Proje .KAIY 17141 Type inspection: fivrnev Af ,/ Address: r _ �,.,��` v Y)...%r%; /1'' %'1L. Date Called: Special Instructions: •1,..• 7 c /� Date Wanted: 5- �% /`7 a.m.- P.M. Requester: %Z#N l Phone No: 7o Li gig' /5q3 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector: Date: G C 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 IN ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION X17 -float 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Proje9s OW Th 41 leIfel Al TypR of Inspection: i-tvpi1a ie- i44L Address: 2600 Srwunte6 is 414,1:.- Date Called: Special Instructions: �-- ,--e., l Date Wanted �i / 7 Requester. Phone No: 0 Approved per applicable codes.4 Corrections required prior to approval. COMMENTS: JP OCI-6.24-1 AA i v 44.„Inspector/' Date/,,) 3 t REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit lit? -002! 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 ct: Vee 4' k11�1 J T e of Inspection: j4- hs1�t✓ 1 a,lj ✓ Address: ddYdress:� ` ` !-60 .(ar? eciirae ii -C - Date Called: Special Instructions:/S"--Date Wanted: 11 7 m. Requester: Phone No: Approved, per applicable codes. t�J Corrections required prior to approval. COMMENTS: lnspector:4" 1 Datv�%fJ�Gi 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 X17- exe 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 PrAct: to f& / 114/11 ?ne-A/ Tyie of Inspection: K 4- J Ai )iivIda ;A Address: Date Called: Special Instructions: is --Date Wante : y y a m. p.m. Request : Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: lo ete So patbi £,/,mss - - 01‹ IMurrAr6»4) "- Inspector: Date: c/i/s)t 7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Btvd.. Suite 100. Call to schedule reinspection. ES-LF009 For Health Hazard Applications Job Name Job Location Engineer Approval LEAD FREE* Contractor Approval Contractor's P.O. No Representative Series LF009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 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 1/4" — 1" (8 — 25mm) shutoffs have tee handles. Test Cock No 3 Ball Type Features Test Cocks • 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 1/4" — 2" (8 — 50mm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) R.P. Zone • Ball valve test cocks — screwdriver slotted 1/4" — 2" (8 — 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Test Cock No 2 First Check Module Assembly 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 silic Lead Free* reduced pressure zone assembly shall codes and standards, where applicable, requiring r The assembly shall also include two resilient seate four resilient seated test cocks and an air gap drai bly shall meet the requirements of: USC; ASSE Std C511; CSA B64.4. Shall be a Watts Series LF009. Watts product specifications in U.S. customary units and metric are approxi please contact Watts Technical Service. Watts reserves the right to change out prior notice and without incuning any obligation to make such changes LF na CEIVED CITY OF TUKWILA MAR 17 2017 PERMIT CE ,esi.Gock No. Relief Valve Assembly Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. NOTICE Inquire with governing auto �I >� '11i t TaNequirements NOTICE e(=la�® The-,nf •mpl isvvED [rfdd inst • �uced VOW c n r>t., P Crli �a_ Fir is�ilati ral t, MM t}'rylthe inst fitting. TIAPP ra,{� v 1013; AWWA Std. MAR 27 LTR#� on contained herein is not intended to replace the full illation and safety information available or the experience lroduct installer. You are required to thoroughly read all tructions and product safety information before begin- Ilation of this product. wetted urface of this product contacted by consumable tr contai s less than 0.25% of lead by weight. ate and are provided for reference only. For precise r modify pliodiAdysi. ,.o l,1n' . 1 cations, nd modifi n :'s . ori "L -• ,o, or sub BUILDING D • easurements, r materials with- uently sold. WWATFS® 1# Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT quarter -turn 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: 1/4" - 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 -turn, full port, resilient seated, Lead Free* cast copper silicon alloy body ball valve shutoffs. Materials: 21/2" 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 -180°F (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, 140°F (60°C) intermittent. Standards usC ASSE No. 1013 AWWA C511 CSA B64.4 IAPMO File No. 1563. SP 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 21/2" and 3" (65 and 80mm) with OSY gate valves. 3/4" - 2" (20-50mm) without shutoff valves (-LF) (except LF009M3LF) MODEL for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AGA /4"-1/2" 009, /: 13 2' 60 3'/8 79 0.625 0.28 3/4" 009M2/M3 909AGC 3/4"-1" 009/909, 1 25 31/4 83 4' 124 1.5 0.68 1"-11/2" 009M2 909AGF 11/4"-2" 009M1, 2 51 43/e 111 63/4 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2, 4"-6" 993 909AGK 4"-6" 909, 3 76 6% 162 95 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 7% 187 111/4 286 15.5 7.03 909ELA /4"-1/2" 009, 3/4" 009M2/M3 - - - - - - - - 909ELC 3/4"-1" 009/909 - - 2% 60 23 60 0.38 0.17 * 909ELF 1'/4"-2" 009M1, - - 35 92 35 92 2 0.91 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 * 909ELH 2'/2"-3" 009/909 - - - - - - - - Vertical A Dimensions and Weight: 1/4" - 2" (8 - 50mm) LF009 LF009 1/an — 2" SIZE (DN) hi. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX) D in. mm in. L mm M hi mm in N mm WEIGHT lbs. kgs. 1/4 8 10 250 45/8 117 3% 86 11/4 32 51/2 140 2'/8 60 21/2 64 5 2 34 10 10 250 4% 117 3% 86 1'% 32 51/2 140 2% 60 21/2 64 5 2 /2 15 10 250 45/e 117 334 86 1'% 32 51/2 140 2% 70 2% 57 5 2 3/4 20 103/4 273 5 127 31/2 89 11/2 38 6% 171 33/16 81 2% 70 6 3 1 25 141/2 368 51/2 140 3 76 21/2 64 91/2 241 3344 95 3 76 12 5 1'/4 32 17% 441 6 150 31/2 89 21/2 64 11% 289 42/6 113 312 89 15 6 11/2 40 172/2 454 6 150 31/2 89 21/2 64 111/8 283 41/2 124 4 102 16 7 2 50 21% 543 7% 197 41/2 114 3'% 83 131/2 343 55/18 151 5 127 30 13 Dimensions and Weight: 2'/2" and 3" (65 and 80mm) LF009 Ni STRAINER SIZE in. mm DIMENSIONS (APPROX.) M in. mm N in. mm Nit in. mm 2'/2 65 10 254 612 165 93/4 248 3 80 10'/a 257 7 178 10 254 WEIGHT lbs. kgs. 28 12.7 34 15.4 1 -Clearance for servicing Watts G-4000 Series QT – Ball Valves MODEL SIZE DN in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT lbs. kgs. LF009LF 21/2 65 — — — — 41/2 114 — — 181/2 460 — — 106% 270 76 34.5 LF0090SY 21/2 65 331/4 845 15/ 403 41/2 114 16% 416 1812 460 7% 197 105% 270 166 75.3 LF009NRS 21/2 65 3314 845 11% 289 41/2 114 16% 416 181/2 460 7% 197 105% 270 161 73.0 LF009QTFDA 21/2 65 331/4 845 6 152 412 114 16% 416 181/2 460 7% 197 105% 270 150 68.0 LF009LF 3 80 — — — — 41/2 114 — — 181/2 460 — — 105% 270 76 34.5 LF0090SY 3 80 341/4 870 181/2 470 41/2 114 16% 422 181/2 460 8% 222 10% 270 198 89.8 LF009NRS 3 80 341/4 870 12% 324 41/2 114 16% 422 1812 460 8% 222 10% 270 191 86.6 LF009QTFDA 3 80 3414 870 7 178 41/2 114 16% 422 1812 460 83/4 222 10% 270 158 71.7 Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 '/a" (8mm) LF009QT AP p kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 APO .25 .60 .75 1.17 gpm .95 1.9 2.9 3 8 4.5 Ipm 3/4" (10mm) LF009QT kPa psi 172 25 138 20 103 15 69 10 35 5 .25 .50 .75 1 1.25 1.50 2.5 3. gpm .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm '/" (15mm) LF009QT * AP p kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 AP 07.6 2.5 5 75 10 12.5 15 gpm 3 8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps 3/4" (20mm) LF009M3QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) LF009M2QT * 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps WWATTS® *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) /1/4" (32mm) LF009M2QT kPa 172 psi 25 138 20 103 15 6910• 35 5 0 0 AP o kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps P'/" (40mm) LF009M2QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APO 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT * kPa psi 172 25 138 20 103 15 69 10 - 35 5 0 0 AP p kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 20 40 60 80 100 120 140 160 180 200 gpm 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 21/2" (65mm) LF009 25 50 75 100 125 150 175 200 225 250 gpm 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 3" (80mm) LF009 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 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 =9001-2008 CERTIFIED A Watts Water Technologies Company ES-LF009 1406 USA: Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca © 2014 Watts March 06, 2017 City of Tukwila Department of Community Development BOB MORRISON 29712 4TH AVE S FEDERAL WAY, WA 98003 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG17-0021 RUBY THAI KITCHEN - 2600 SOUTHCENTER MALL FC15 Dear BOB MORRISON, 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: BUILDING - PG DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed: Front page only will be sufficient. (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Plans specify installation of an AAV or Studor vent. Air Admitting Valves shall not be allowed in the City of Tukwila as an alternative for drain -waste -vent systems. Revise plans to show drain -waste -vent tied to an existing vent or show directly vented to the outside. An island vent method may be used as an alternative to meet current 2015 Uniform Plumbing Code if exterior venting is closely available. (UPC 906.1, 909.1) Note: This permit plan review may not be complete as revised plans may require further corrections. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1. Water Plan on sht. P1.0 shows 6 backflow preventers, however Water Isometrics on sht. P2.0 shows only 5. Note of then identifies the proposed backflow. See attached redlinemarkup. 2. Enter backflow size in EQUIPMENT REQUIREMENTS table on sht. P1.0. 3. Backflow WATTS #SD -3 ASSSE 1022 is not a WA Dept. of Health approved backflow and is non -testable device. See cut sheet. 4. Explain what the new backflow will be protecting and submit correct cut sheet for the new backflow. Circle backflow to be installed. 5. Please cloud all revisions and add revision date & number. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or'6ther• documentation. The City requires that:two (2) sets of revised plan pages, specifications and/or other documentati-o'n'lk resubmitted with the appropriate revision block. •m 6300, Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206) 433-7165. Sincerely, achelle'Rip1&y Permit Technician File No. PG17-0021 6300 Southcenter Boulevard Suite #100 .k© Tukwila Washington 98188 • Phone 206-431-3670 e Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0021 DATE: 03/20/17 PROJECT NAME: RUBY THAI KITCHEN SITE ADDRESS: 2600 SOUTHCENTER MALL FC15 Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Prk OM! G12 Building Division AUX- Public works s- --i7 iTi?J Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 03/21/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 04/18/17 Approved with Conditions Denied (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: 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: PG17-0021 DATE: 02/22/17 PROJECT NAME: RUBY THAI KITCHEN SITE ADDRESS: 2600 SOUTHCENTER MALL FC 15 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: KJ c 7 Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator El PRELIMINARY REVIEW: Not Applicable n (no approval/review required) REVIEWER'S INITIALS: DATE: 02/22/17 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: ❑ Approved with Conditions Corrections Required (corrections entered in Reviews) Notation: Denied (ie: Zoning Issues) 03/23/17 REVIEWER'S INITIALS: DATE: Permit Center Use Only /�� CORRECTION LETTER MAILED: Q ! tP Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: f ►v 12/18/2013 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. Date: 3- /-1-/-f. Plan Check/Permit Number: PG' ! 7 "00)v 1 ❑ Response to Incomplete Letter # • Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: / Project Address: a b oo S euf�i civi? bite,. NI a /J . F'C I S Contact Person: Bob ft Or/' i pn Phone Number: a D 6 - S /0- 98 99 Summary of Revision: 5)10(4/11 new a 1,14 hi n %//ort, c ja Lae/ ar'e-er . 4/1 DlthP.1r• Pitt "j Is ex►'s tt n . Made c /1tlec,7 ?r7S 710 /ow �hly/ / Redac Assurie. JO LiC01240 P re,veerN gf soda mp&/1ne RECEIVED MAR 17 2017 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: t(r A I/44 ❑ Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submittal Form.doc Revised: August 2015 MORRISON PLUMBING Home Espanol Contact Safety & Health Claims & Insurance Ct.Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z, index help 1 I &1 Workplace Rights Trades & Licensing MORRISON PLUMBING Owner or tradesperson Principals Morrison, Robert JAY, OWNER Doing business as MORRISON PLUMBING WA UBI No. 600 443 516 29712 4th Ave S FEDERAL WAY, WA 98003 206-510-9899 KING County Business type Individual 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. MORRIP*894L0 Effective — expiration 06/2012011— 06/26/2017 Bond Lexon Ins Co Bond account no. 9806317 $6,000.00 Received by L&I Effective date 06/20/2011 06/08/2011 Expiration date Until Canceled Insurance Contractors Bonding & Insuranc Policy no. C11 S19922 $1,000,000.00 Received by L&I Effective date 06/09/2016 06/08/2016 Expiration date 06/08/2017 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 Infraction no. Cp,j)S-- M71947 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600443516&LIC=MORRIP* 894LO&SAW= 3/30/2017 MORRISON PLUMBING PZETD00841 Satisfied RCW/WAC 18.106.020 Violation amount $250.00 Issue date 12/11/2015 Violation city AUBURN Type'of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current Journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Darby Faircloth/expired trainee Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 456,985-04 Account is current. Doing business as MORRISON PLUMBING Estimated workers reported Quarter 4 of Year 2016 "1 to 3 Workers" L&I account representative T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@Ini.wa.gov Track this contractor Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=600443516&LIC=MORRIP* 894LO&SAW= 3/30/2017 T EXIST. WASTE LINE J DOWN TO EXIST. GREASE INTERCEPTOR EXIST: VENT LINE 9PTHROUGH ROOF _._ 1 ai %) ExIAT. A. , , i 1 a-rL tO�`RtJC' w d'YL �/ Y1 2 (.t9 �s�'e pipe, !�_. I it i - ��"7..__ l .i i:� .. '{ 1 , i l I II -1.-----..',.1;i T{ { f� , ! , c__ i t , 1 I D .� C <E r r --4t { V t.• if LI- ---7T--711,-.-7,-,1 -- TILE. SLOPE 1 /4"/FT. WATERPROOF MEMBRANE CAST IRON HALF GRATE DOME STRAINER CLAMP RING co,.. --� NO.) ITEM EQUIPMENT REQUIREMENTS PLUMBING REOUIREMENTS CW HW SIZE SIZE WASTE 1VENT SIZE 1 SIZE MANUFACTURER/ MODEL REMARKS COOKING EQUIPMENT 1 FOR SINK SIZE AND TYPE, SEE PLUMBING FIXTURE SCHEDULE AND SPEC. L_ • z. -ti If • EXIST.1 ;CO tr '___ -` LJ T. Ty.j r FLOOR SINK DETAIL SCALE: N.T.S. STRAINER, FLUSH wJ FLOOR 'TRAP ER IN SUPPORT STRAP D SLOPE FLOOR FINISH -'TO DRAIN-1(4',/FT. M 0 SEAL T RAP ----� FLOOR DRAIN DETAIL ;GALE: N.T.S. BLE ADJUSTAIP DRAIN HEA DRAIN BODY INSIDE CAULK r ---~PIPE J EXIST. TE Er SCALE: 1/4" = 11-0TI EXIST. ?,FLOC. 1! • I �J\ 1214, tj--EXISTING WATER I -la -ER AND SHUT OFF;VALVE E 1 EXIT - EXIS1}1:3- • Tit.:iI ___,--..,, • •'1 - r\ .t�1 t',1 i !.1111 Im I'. 1 r --_-ft ixi l't1 1. i 1i`I$ 1X .x-„ _1 .... -.err ;-�f M.1•'1l '; -�'' -JI '' -fit• li r - 1 ! :.• t 1I t •i 4-- \ - __I-- 6��• ''i 1S+ ••j m 111 QK. 1,•Ji.1 Lill ,q X it ! a �- J I ;; i Exlsr: i� ISOMETRIC VIEW SY 1BO.L CODE • COLD WATER PIPING HOT WATER PIPING FILTERED WATER PIPING a- INDIRECT WASTE PIPING SAN. WASTE PIPING -- - - -- ••- •,;•- -- EXIST. SAN. WASTE PIPING WASTE VENT PIPING SHOT OFF VALVE rtt UNION T & P RELIEF VALVE VALVED WATER TAP • CONNECT TO EXISTIIIG [El i STEAM TABLE REFRIGERATED COLD PAN NOODLE TABLE SAG IN BOX SODA RACK SODA DISPENSER CHINESE WOK COMB OVEN FILTER SYSTEM, ICEMAKER DROP -/N 3 COMPARTMENT SINK DROP -1N PREP SINK MOP SINK 1/2' 1/2" 1/2" 1 1" 3/4" 1/2" 1" AIR GAP AIR GAP AIR GAP SEE EQUIP. SCHED. SHEET A2.0 SEE EQUIP_ SCHED. SHEET A2_0 SEE EQUIP. SCHED. SHEET A2.0 SEE EQUIP. SCHED. SHEET A2.0 SEE EQUIP. SCRED. SHEET A2.0 SEE EQUIP. SCHED. SHEET A2.6 SEE EQUIP. SCHED. SHEET A2.0 SEE EQUIP. SCHED. SHEET A2.0 EXISTING RELOCATED AIR EXISTING RELOCATED UNDERCOWITI=R WAVER HEATER 3/4" 46) DROP-IN 11AND SINK Ci u D E F FCO DROP-IN NAND SINK TRAP P krf FLOOR DRAIN FLOOR SINK SHOCK SUPPRESSORS BACKFLOW PREVENTER EXISTING RELOCATED EXISTING TO REMAIN STATE MODEL #PATRIOT PCE 50 2013A. 50 GAL, 4.5 KW EXISTING RELOCATED EXISTING RELOCATED ZURil Z-1022 SAII1--CARD. CONNECT TO CW W/VALUE, EXTEND TPP 10 FLOOR DRAIN AS REQUIRED. 1/2". CW WASTE 10 BE INDIRECTLY CONNECTED TO FLOOR WASTE TO BE INDIRECTLY CONNECTED TO FLOOR WASTE TO BE INDIRECTLY CONNECTED TO FLOOR 6" CHASE UNDERCOUNTER TO SODA MACHINE. PROVIDE WATTS SD -3, ASSE 1022 BACKFLOW PREVENTER. SINK. SINK. SINK. WASTE TO BE INDIRECTLY CONNECTED TO FLOOR SINK. 6" CHASE UNDERCOUNTER TO SODA RACK. WASTE TO BE INDIRECTLY CONNECTED TO FLOOR SINK_ WASTE TO BE INDIRECTLY CONNECTED TO FLOOR SINK. WASTE TO BE INDIRECTLY CONNECTED TO EXISTING FLOOR SINK. PROVIDE WATTS SD -3. ASSE 1022 BACKFLOW PREVENTER. WASTE 70 BE INDIRECTLY CONNECTED TO EXISTING FLOOR SINK_ WASTE TO BE INDIRECTLY CCNNECTED TO FLOOR SINK. WASTE TO BE DIRECTLY CONNECTED 10 WASTE LINE WASTE TO BE INDIRECTLY CCNNECTED TO FLOOR SINK. DATE: 11-4--16 JOB NO: 1670 DRAWN: CHECKED: JOSAM 3000U -S SERIES OR APPROVED EQUAL BOTTOM OUTLET WITH SUPER-FLO SQUARE NIKALOY STRAINER JOSAM 49300 d! 49310 SERIES. SUPER-FLO. 6" MEDIUM DEEP BODIES 0" SQUARE TOPS AMTROL DIATROLS 537 OR APPROVED EQUAL :NA TTS SERIES 0090T RPZA WASTE TO BE DIRECTLY CONNECTED TO WASTE LINE WASTE TO BE DIRECTLY CONNECTED TO WASTE LINE INSTALL ONLY IF REQUIRED BY LOCAL COOP. PROVIDE AND INSTALL TRAP PRIMER IF ONLY REQUIRED BY LOCAL CODE. WASTE TO BE CONNECTED TO CREASE WASTE UNE. INSTALLED AS RECOMMENDED BY P.D.I. FLOOR CLCANOUT - Z'JRN NO. Z-14 44, POLISHED BRONZE ACCESS COVER, DURA -COATED CAST IRON BODY. MATCH TO PIPE SIZE. E NOTE: VERIFY FILIAL PLUMBING REQUIREMENTS WITH FOOD SERVICE CUT SHEETS AND PLANS PRIOR TO THE START OF WORK TO AVOID ANY CONFLICTS. REFER TO ARCH. DWGS FOR MODEL INFORMATION. GENERAL PLUMBING SPECIFICATIONS: EXISTING MAIN WATER LINE UP THROUGH FLOOR r , • r - • EXIST. i ,f EXIST. MOP (, 1 SINK FA If ; ---g----__- -EXISI. f :r; I_ -• I RELOC. -- • • WATER PLAN SCALE: 1/41/ = Only ! Aticlit,ced'I`esuir& Acifikthi provede catW,ctrifs soda Maohint aTIE-IN PLUMBING DRAIN LINES TO E-XI'STING WASTE LINE, CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. CONNECT NEW VENT LINES TO EXISTING VEN f UNE. CONTRACTOR TO VERIFf EXACT LOCATION IN FIELD - CONNECT WATER SUPPLY TO EXISTING SUPPLY UNE. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD_ INSTALL 6" PIPE.CHASE UNDER COUNTER EOR SODA LINES FROM }BAG -IN BOX TO SODA DISPENSER. SIPHONAGE IS POSSIBLE. For .sae4 mavillete. 0Aly FILTERED WATER TO BE SUPPLIED TO THE ICE MACHINE AND SODA SYRUP LOCATIONS ONLY F- rhintis for Agrir ISOMETRIC VIEW - FLOW TO FIXTURE 0 ifst INSTALL ONLY IF REQUIRED BY LOCAL CODE AUTOMATIC TRAP PRIMER VALVE -MOUNT IN CW SUPPLY LINE OF FREQUENT USED rIXTURE NEAR FLOOR DRAIN(S) SUPPUED COPPE-R TUBING - RUN UNDERFLOOR TO FLOOR DRAIN(S) FLOOR SLAB FLOOR DRAIN (SEE PLANS) 1 1. ALL WORK UNDER THIS HEADING SHALL BE PERFORMED AND ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ALL RATINGS, CODES AND STANDARDS OR OTHER AUTHORITIES HAVING JURISDICTION. 2. ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED FOR WORK UNDER THIS HEADING SHALL BE SECURED, PERFORMED AND PAID FOR BY THIS SUBCONTRACTOR AS A PART OF HIS CONTRACT. 3. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECT'S, AND FULLY EQUAL TO THE QUALITY SPECIFIED. WORK SHALL BE PERFORMED BY SKILLED MECHANICS AND WORKMANSHIP SHALL BE FIRST CLASS IN EVERY RESPECT. CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDEENT (VJHO IS EXPERIENCED IN THE WORK BEING INSTAL.LED UNDER THIS CONTRACT) IN CHARGE OF WORK AT ALL TIMES DURING CONSTRUCTION. 4. ALL PIPING SHALL HAVE THE MANUFACTURER'S NAME ROLLED INTO EACH LENGTH, OR SHALL OTHERWISE BE PROMINENTLY IDENTIFIED. AFTER CUTTING, ALL PIPE SHALL BE REAMED FULL BORE. AND ALL CUTTINGS, AND FOREIGN 1%1ATERIALS SHALL BE REMOVED BEFORE INSTALLATION. 5- • ALL SANITA, Y WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT LAST IRON, WITH FITTINGS OF THE SAME WEIGHT' AS THE PIPE. THE CONTRACTOR SHALL ENSURE THAT Ti -IE INSTALLATION OF SUCH UTILITIES DOES NOT INTERFERE WITH THE MALL STRUCTURE OR THE OPERATIONS OF TENANTS BELOW. _ ABOVE GRADE DOMESTIC WATER PIPE SHALL BE TYPE "L" SEAMLESS, HARD DRAWN COPPER TUBING AND TYPE "K" BELOW GRADE IN CONFORMANCE WITH ASTM B813-48. FITTINGS SHALL BE WROUGHT COPPER SUITABLE FOR 200 PST. CONNECTIONS TO DISSIMILAR MATERIALS SHALL BE MADE WITH DIELECTRIC UNIONS. JOINTS SHALL BE 95-5 TIN ALTIMONY FOR 200 PSI. BELOW GROUND JOINTS SHALL BE BRAZED. 7, INSULATE DOMESTIC HOT WATER LINES WITH MINIMUM 1/2" FIBERGLASS INSULATION %NI:THAN ALL SERVICE VAPOR BARRIER JAcKEr itirril SEALED JOINTS. INSULATION AND JACKET SHALL HAVE A FLAME SPREAD RATING OF NOT OVER 25 W/O EVIDENCE OF CONTINUED PROGRESSIVE COMBUSTION AND A SMOKE DEVELOPEU RATING OF NOT MORE THAN 50. B. ALL FIXTURES SHALL HAVE INDIVIDUAL FIXTURE CONTROL VALVES WHICH SHALL BE CRANE, WATTS, NIBCO OR APPROVED EQUAL. VALVES OF EACH TYPE, SUCH AS GATE OR GLOBE, SHALL BE THE pR.onuc•-rs OF ONE MANUFACTURER. VALVES SHALL BEAR THE NAME OR TRADEMARK OF THE MANUFACTUFtER AND THE WORKING PRESSURE CAST OR STAMPED ON THE VALVE BODY_ MIN. 125 PSI. ALL VALVES SHALL BE ACCESSIBLE FOR EASE OF 9. PROVIDE DIELECTRIC FITTINGS BETWEEN PIPING OF DISSIMILAR METALS AND AT WATER HEATER CONNECTIONS. 10. PROVIDE 1/2" THICK FLEXIBLE UNICELLULAR FIRE RETARDANT INSULATION ON EXPOSED LAVATORY TRAP AND EXPOSED HOT AND COLD WATER SUPPLY AND ANY MISCELLANEOUS PIPING SUCH AS CONDENSATE PIPING. ALL 10/NTS SHALL BE INSULATED AND SEALED WITH VAPOR BARRIER CEMENT. 11. ALL PIPING, PIPE HANGERS, CLAMPS, SUPPORTS, ETC. SHALL BE FASTENED TO JOISTS OR BEAMS. WHERE PIPING 15 SUSPENDED FROM STEEL JOISTS, THE CONNECTION SHALL BE MADE AT THE TOP CHORD OF jOIST. PIPE SUPPORTS SHALL BE SPACED MO MORE THAN 10 'FEET APART. 'NOTHING SHALL BE ATTACHED DIRECTLY TO THE DECK, CEILING SYSTEM OR DUCT WORK ABOVE. 12. HANGERS SHALL NOT PIERCE PIPING INSULATION VAPOR BARRIER. 13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE DONE TO THE FIRE PROOFED STRUCTURAL STEEL SERVING THE FIRST FLOOR. 14, ALL HANGERS, RODS, BE.AM CLAMPS ETC. EXPOSED TO PUBLIC VIEW SHALL BE PAINTED TO MATCH ADJACENT FINISHES AND BE MANUFACTURED BY FaM, GRINNEL, OR CENTRAL FOUNDRY. 15. THE CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT SPACE (AND THROUGH THE ROOF) ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE WATER LEAKAGE AND/OR DAMAGE. ANY DAMAGE CAUSED FROM FAILURE TO DO SO SHALL BE A CONTRACTOR'S SOLE RISK AND EXPENSE. ALL ROOF AM) SLAB PENETRATIONS MADE BY THE CONTRACTOR ARE SUBJECT TO L.L. APPROVAL AS TO LOCATION AND CONSTRUCTION DerAiLs. ALL PENETRATIONS IN ROOF AND CEILING SHALL BE FIRE CAULKED. 16. PROVIDE CAST BRASS OR CHROME ESCUTCHEONS WITH SET SCREW DEEP TYPE, TO COVER SLEEVES OR OF A SIZE TO COVER FITTING PROJECT' N PROVIDE ESCUTCHEONS FOR ALL EXPOSED PIPING THROUGH WALLS, FLOORS, AND EXPOSED CEILINGS. 17. THE CONTRACTOR SHALL CORE DRILL EXISTING FLOOR SLAB AS REQUIRED FOR INSTALLATION OF UNDERSLAB UTILITIES. CONTRACTOR MUST COORDINATE ALL INSTALLATION OF BELOW -SLAB SERVICES WITH L.L. ALL MODIFICTIONS TO THE SLAB SHALL BE REPAIRED BY APPROVED L.L. METHODS -am MEET OR EXCEED THE ORIGINAL SLAB DESIGN INCLUDING WATERPROOFING. THE CONTRACTOR SHALL PROPERLY SLEEVE AND SEAL ALL PENETRATIONS TO COMPLY WITH L.L AND CODE REQ.'S. RI. ALL UTILITIES NOT RE -USED SHALL BE CAPPED -OFF AND REMOVED. DISPOSAL SHALL BE PER L.L. APPROVED METHOD(S). NO UTILITES SHALL BE ABANDONED IN PLACE. 19. CO ORDINATE ALL PENETRATIONS FLOOR DRAINS/SINKS W/ WATERPROOFING OF SLAB. NOTE: THE DOMESTIC WATER PIPING SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL CON7TAINIINATED WATER DOES NOT APPEAR AT 'THE OUTLET AND SHALL BE FILLET) WITH A SOLUTION CONTAINING 50 PPM OR CHLORINE AND ALLOWED TO STAND AS REQUIRED BY CODE BEFORE FLUSHING. THE SYSTEM SHALL BE FLUSHED COMPLETELY WITH CLEAR WATER UNTIL ALL RESIDUAL CHLORINE CONTENT IS REMOVED. CHLORINATION SHALL BE PERFORMED AFTER ALL PIPING AND FINAL CONNECTIONS AND PRESSURE TESTING HAVE BEEN COMPLETED_ MAR 2 1 2017 TUKWILA PUBLIC WORKS RECEIVED CITY OF TUKWILA 5 0 Plumbing ErGcs Piping City of TukvviIa BUILI:W!G DIVISION WESTFIELD REVISIONS REVISED PER BUILDING DEPT. 03-07-2017 FILE COPY Permit No. 114W' Plan review approval is subject to errors and omissions. Approval of construction documents does not authorizo the violation of any adopted code or ordinance. Recf.31, of approved Fiel ditions is acknowledged: City of Tukwila MAR 1 7 2017 PERMIT CENTER 4410 W. MELROSE AVENUE TAMPA, FLORIDA 33629 FAX. 813.289.3332 tin SEAL B444 \ REGISTERED ARCHITECT \s,DAVID W. HIAll STATE OF WASHINGTON . REVISIONS No changes shall be made to the scope of work without prior approval of Ttikkvfia Building Division. ibmittal PLUMBING WASTE AND WATER PLANS REVIEWED FOR CODE COMPLIANCE ED SHEET NU BER MAR 2 7 2011 TRAP PRIMER CONNECTION IN FLOOR DRAIN TYPICAL FOR ALL FLOOR DRAINS FLOOR SINKS UNLESS NOTED OTHERWISE ON DRAWINGS TRAP PRIMER CONNECTION DETAIL SCALE: N.T.S. LONTRACTOR SHALL VERIFY AND INSPECT ALL EXISTING PLUMBING FIXTURES AND LINES, COORDINATE WITH OWNER AND REPAIR AND/OR REPLACE ANY DAMAGED OR NON FUNCTIONING EXISTING FIXTURES OR LINES. A -J City of Tukwila ILDING ENVISION GAS EQUIPMENT NT SCHEDULE MARK EQUIPMENT DISTANCE TO IMETER GRIDDLE (2) 2 CHAMBER WOK (2) FRYERS TOTAL CFE4 CONN. REQUIRED SIZE 36 1 3/4'' 240 EACH 1 14/4" 110 EACH 3/4" 736.00 36,000 480,000 220,001 730,000 07'1 VERFf'! DISTANCE TO METER 1 FIELD. PRIOR TO SUBMITTING BID_ COORDINATE TIIE EXACT ROUTING WITH THE LANDLORD'S FIELD REPRESEUTATIVF. DEMAND PRESSURE = 7' WC_ DOWNSTREAM OF METER OR GUIJ! T ER r' . =.., � .. 1 1 TENANTS REQUIRING GAS SERVICE SHALL CONTACT THE LOCAL GAS UTILITY TO Mf:ICE ARRANGEMENTS FOR SERVICE. FF NOT EXISTING, METERS SHALL BE LOCATED AS DETERMINED BY THE LANDLORD. IF NOT EXISTING, PIPING FROM THE METER TO THE TENANT SPACE SHALL BE THE RESPONSIBILITY (3F THE TENANTS CONTRACTOR AS .SHALL BE• t HE COORDINATION OF SUCH INSTALLATION WITH THE LANDLORD. PIPING SHALL C©NFORr4'TQ ASTM -A-120 STANDARDS AND SHALL. BE SCHD. 40 BLACK STEEL THROUGHOUT WITH ALL HIGH PRESSURECONNECTIONS r 2 -THAN 2.5»A WELDED. NOVALVE E SH f L BE PLACED MI THE RETURN AIR PLENUMS. DISCHARGE PRESSURE DOWNSTREAM OF TI -{E PRESSURE REGULATOR SHALL_ BE 7" W.C. MATTRIAL FOR GAS PIPING AIL PIPING USED FOR THE IWSI, LL i1O{'4, EXTENSION, ALTERATION, OR REPAIR OF MY GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL,AS'TMA 120 w/150 LB. BANDED MALLEABLE IRON SCREWED FIUEF TNGS. ALL SUCH PIPE SHALL BE EITHER NEW OR SHALL PREVIOUSLY HAVE BEEN USE -D FOR NO OTHER PURPOSE THAN CONVEYING GAS. I i SHALL BE IN GOOD OD CCIhIDITION AND FREE FROM INTERNAL OL'•STRUCTIONS. BURRED ENDS SHALL BE REAMED TO THE FULL BORE OF THE PIPE. All. FITTINGS USED IN CONNECTION WITH THE ALCOVE PIPING SHALL BE OF MALLEABLE IRON, YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY- FIVE (7S) PERCENT COPPER) .A1LVALVES AND APPURTENANCES USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE OF A TYPE DESIGNED AND APPROVED FOR USE WITH FUEL w. GAS CONSTRUCTION N TE THE TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AVAILABLE CAPACITY, PRESSURE, SERVICE CONNECTION, UTILITY METER INSTALLATION, ETC., C., W`TH THE LOCAL U T ILTrY AND THE [Munn. CONFIRM CODE RESTRICTIONS FOR LOCATING GAS PIPIrt1G IN RE -TURN AIR PLENUM, ROOF- I4OUWTED GAS PIPING SHALL BE INSTALLED ON FACTORY FABRICATED ROOF EOUTE'I`1ENi SUPPORTS EVERY 5' OR AT ELBOWS. Alt GAS PIPING SHALL BE FINISHED) WITH TWO COATS OF A RUST INHIBI i I4rE PRIMER, ONE COAT OF FINAL PAINT (COLOR PER LL-) AND IDENTIFICATION LIBELS. r THE C'oiN T RAcr OD; SHALL VERIFY THE SIZE GF THE EXISTING SERVICE AND GAS METER. 'THE COINT FACT OR IS RESPONSIBLE FOR REPLACING EXISTING COMPONENTS S IF THEY ARE- TL4ADEOUATE FOR THE E NEW REQUIREMENTS OR INOPERABLE. COORDINATE REPLACEMENT COMPONENT SPEUFICA s ffONS WITH THE LANDLORD FIELD REP. AND LOCAL UTILITY. 1 ROOF CEII1i`JO EXHAUST HOOD FLEXIBLE APPLIANCE CONiJECc OR FURNISHED V OTHERS AND INSTALLED BY PLUMBING CC;N T RAC'CsR WIT#'! SWIVEL JOINTS ITJ BOTH ENDS. QUANTITY AND SIZE OF CONNECTIONS AS P.ECA,UIRED BY EQUIPMENT SERVED. PROVIDE CTAS COCK LOCATED WHERE ACCESSIBLE BESIDE OR ABOVE EQIJTPMENT.- . 1• {?.ice .�-?I,...,e r-:T..�..�,•..,-� Cup NOT INSTAL VALVES IN CEILING SPACE 11.0,=.: _tea r1"H 240 CFH'-'." . sJg,e I.F TYPICAL G" DIRT LEG EXISTING 1-1/Z GAS LIFE TO EXISTING GAS METER L R IN CEILING ®6r}' DISTANCE FROM LASTPIECE OF EQUIPMENT. ,,.. ,,:� "36 CFH< ) "-c-r4;‘-.110 CFH tt f�-1-1 f 4„ 240 CFH /-1-112" y--EXISTTNG GAS CONNECT NEW EQUIPMENT -`tT f .1 -Yr end 1 dd TO EXISTING (AS LIrLINEI , 5 TYP. OF . ), 1412° EXISTING AUTOMATIC - .� SOLEHDID,GAS VALV E TIED i O I ...•"*. Das- ItW .HOOD ANSUL SYSTEM "Le0...NIETRIC SCALE: N.T.S. EXISTING AI•:SLIL PULL TIED TO EXISTING HOOD ANSUL SYSTEM THE SYSTEM SHALL AUTOMATICALLY SHUT ALL THE SOURCES OF FUEL Fi HAT TO ALL EQUIPMENT PROTECTED BY THE SYSTEM.. SHUT -OFFS, VALVES, AND LSWITCHES SF ALL REQUIRE r AA{JAL RESET. �^.eitmsa•5�,.6;arri.-43'iccii�':rr.FrT+^�',a.....-.,,�•n.Y:: x^r.:+r::tr_°�i'tW NOTE: z ALL GAS PIPING GOING TO EQUIPMENT SHALL HAVE A QIJICIC DJSGONNECT AND SAFETY CHAIN; (SHORTER THAN GA`AS Llllfi=}_ t n 1 ,FJ:G-hLHGX ,S\L� /1\ z r (i':T�i, 11 i mi P w 0 74 f -ire f- 3j4" / nR EXIST. Jr 3/4' • I� � � J t f w 3/4"-,,(1 `' jJ � �,.• -. V- •yL 3 j4!T-L•3iSTITJG V"IATEP, ET[R OFF Vfk TSt'E 3,11"-N '1 t 3/4" • ••' FYIST. 1a RELOC. .\1 .:N. .a'... - WATER ISOMETRIC SCALE: N. T .S_ 1/-1/2" -..,- +^` E/7 r£ 1/2"-\, y r•-.... ti [ L ,ig'--L, �`, EXrSi•. RELOC. Cit' ,i r . • \ y� " El 1 Prom 3/4"-\.. 3 f4" ..mac 1 F I e nor: EXiSilFJ(: FAIN WATER LIRE UP THROUGH' OUGH' FLOGR -3J4" EXIST RELOC ,J -)4s ©©q /z" Rtoiue p ,sswre b askel. (1 ACIUNE "dam /I.\ 24 L" d d Q Nom'" F rlj2 f rJELVj t WOOS r,r \met:. 1.\ MOP SINK `1 . nt.7i j�w�'w t • 1{j RELO qI a ,.-.��.-.rte ...,..-,T.,�=•.�_„•. 5; ��� • EXIST. RELOC. 1 DATE: 11--f---16 L' JO; NO; 1670 DRAWN; (HECKLED: �':,.rr.._i._ �`�ta,.z.'t�s•cx,�� c�'�is�•} ��;r, rrrTw':: '.�"L.r:F.1 afi Lti c Cirj. L_B„j 14, FiTIj-Zv.Ir;+krr, "A-ci?'Ii:..Gl b30d.,%•, aaz=Tr! 1. � .- GAS C0C. WITH LEVER L- ,--• PLUMBING CONTRACTOR SNAIL • PLUMBING INSTALL AUTOMATIC GAS SHUT-OFF VALV FURNISHED BY OTHERS 11.008-\ "--TYPICAL 6” DIRT LEG PIt'E i)ROP Cut'• Sri ii AND AT LOCATION SI.IC3WTJ ON MEAN --GAS FIFE HEADER ALONG WALL BEHIND COOKING Er'Lt1IP/4E61T, APPROXIMATELY 12" AI3OVE FLOOR, WITH SCREWED FITTINGS, SIZES AS SHOWN ON PLATS •TYPICAL P/PE SUPPORT AM:1-101 F) TO WALL i ff ICAL 6" DIRT LEG PIPING ARRANGEMENT SHOWN I5 SCHEMATIC. . DJI)ST AS REQUIRED TO SUIT ACTUAL CONDITIONS. AITA.CH RISER ATT[) HEADER TO WALL WITH 1" CLEARANCE BEHIND PITT.. MAKE FINAL CONNECTION TO EQUIPMENT' AS RECOMMENDED BY 14A.NUFACIl1RER, INSTALL Ai.Y GAS PRESSURE REGULATORS FURNISHED IW FOOD SERVICE EQUIPMENT CONTRACTOR. CO.OKING APP1 mrIz GAS PtPF SCALE: N.T.S. v.r,,,.,,,,, -' i .1 PLUMBING D'AIra LINES TO EXISTING WASTE NINE, CONTRACTOR IOW -16W EXACT LOC ATIOTJ IN I ELD. fX3i4 •.EC: NEW VERT LINES TO EXISTING IFJG V f. T LINE. CONTRACTOR TO VERIFY EXACT LOCKFION IN FIELD COiJNEC WfTFE? SUPPLY TO EXISTING SUPPLY Y LINE, Ci i,*FRf croR TO VERIFY EXACT LOCATION DI FIS;. INSTAL. 6" PIPE CHASE UNDER COUFJT%R FOB SODA: LINES IR.I•1 akt7.-IN BOY TO soDA DISPENSER. PROVIDE BACKFLOW PRFt'FNTER AS SHOWN SIPHONAGE IS POSSIBLE. OR WHEREVER BACK F=LT ERm WATER TO BE SUPPLIED TO THE ICE MACHINE AND SODA5Vtiip LOCf T1tJr 5 ONLY EXISTING 1-1p.." GAS LINE TO Ea I'S TINC—, GAS METER IN CEILING @ 60 DISTANCE FROM LAST PIECE OF EQUIPMENT. •z -- - - — i • ,i • • :i EXISTING ANSUL PULL TIED TO EXISTING HOOD ANSUL SYSTEM • F.ZSTING GAS SIILTT OFF VALVE EXISTING AUTOMAT/ C soi..Ewcym GAS VALVE TIED TO EXISTING HOOD ANSUL SYSTEM , CONNECT NEW EDUIPMENT • 14. ISOMETIIIC VIEW • IX 1((rD ' ''' •••) _.r.•,,e,' ......,-," 277 r --• ...- ....• ••" •••• N \F:59. i .e ........e.- ........, .... li 0 ' • ' : ..1: I ':: ' , lt g2 40. NEW REVISIONS REVISED PER BUILDING DEPT. 03-07-2017 .4...11,,,."Za.fleg<727.17#7rvittitr:S217.524. 0,06 4410 W. MELROSE AVENUE 4e- ?) TAMPA, FLORIDA 33629 VITEL. B13.333.2717 FAX. B13.289.3332 N NNN rr Pt .414 } .... ......„, , c,---,,,,,-::-.„. ...._ . r., L...........„ ,.: ...„. -'-‘e, SEAL .41 r. EXIST. r ARCHITECT • EXIST. WAITrE LINE DOWN TO EC j9TY OF MAR 1 PERMIT Yellow cloud & 0 IVED PLUMBING WASTE AND UKWILANATER ISOMETRICS, GAS PLAN AND ISOMETR 7 2017 ENTER SHEET MI& REVIEWED FOR iOVED MAR 2 7 2011 City of Tukwifa BUILDING DIVISION