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HomeMy WebLinkAboutPermit PG18-0107 - DARLING NAIL - SPA CHAIRS, HAND SINK, HAIR STATIO, MOP SINK AND RPPADARLING NAIL 16915 SOUTHCENTER PKWY PGI 8-0107 Parcel No: Address: r� 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 2623049011 16915 SOUTHCENTER PKWY Project Name: DARLING NAIL Permit Number: PG18-0107 Issue Date: 9/7/2018 Permit Expires On: 3/6/2019 Owner: Name: Address: SCHOFIELD LP 911 MAIN STREET STE 1500 , KANSAS CITY, WA, 64105 Contact Person: Name: BINH TRAN Address: 5165 5 160 ST, TUKWILA, WA, 98188 Contractor: Name: TRAN'S PLUMBING Address: 5165 S 160TH ST, TUKWILA, WA, 98188-2762 License No: TRANSP*844RM Lender: Name: Address: Phone: (425) 773-8338 Phone: Expiration Date: 12/14/2018 DESCRIPTION OF WORK: INSTALL NEW 7 SPA CHAIRS, 1 HAND SINK, 1 HAIR STATIO, 1 MOP SINK AND ONE 1" RPPA ON THE DOMESTIC WATER SYSTEM. Valuation of Work; $12,500.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $334.19 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: 2017 2017 2017 2015 LAPermit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and a ,,-- to thejtonditions attached to this permit. Signature: Print Name: Date: 67' C% 7- 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: RPPA INSTALLATION REQUIRES A SEPARATE PUBLIC WORKS INSPECTION; CONTRACTOR SHALL CALL PUBLIC WORKS @ (206)433-0179 MINIMUM 24 HORS IN ADVANCE TO SCHEDULE. 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: The RPPA shall be installed per manufacturers specifications and tested by a certified tester. Passing backflow test report shall be submitted to the Public Works Inspector. 4: Thereafter RPPA shall be tested by a certified tester at owner's expense and copy of the backflow test report forwarded to Tukwila water Dept., 600 Minkler Blvd, Tukwila WA, 98188, phone 206 433-1860. 5: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 6: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 7: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 8: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 9: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 10: 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. 11: 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. 12: 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 gauge. 13: 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. 14: 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. 15: 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. 16: 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. /'\ f'\ 17: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 18: 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 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWIIn Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas t armit No. Project No. D'I Date Application Accepted: Date Application Expires: jai (For office use onl 1 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 Site Address: (b g / /) Ce vf(t r parlautuf Tenant Name: King Co Assessor's Tax No.: Suite Number: Floor: / 17M\ry Mau curlA {AMY ��- PROPERTY OWNER Name: c,c f_ 't id .. Q / Address: 117 E l�f /g4 q. if 2 -Li City: 16/L_ State: Zip: X/OL CONTACT PERSON — person receiving all project communication Name: ,1/Aj„ ri--„,t-, Address: — I �1�� lh� S /bo Address: 574 6--3 J /h e y , City: r u j„,ot State: - _ , (>,,. ,.!�_ ,tZip:g ie ff o Phone: 42�c c- 773 -ii?; lax: Email: [ bib M'_ ne,4 074 /'O,'1y ' 4 1 New Tenant: [g/ Yes ❑.. No PLUMBING CONTRACTOR INFORMATION Company Name: T�h S p / _ / .� / l �� Address: — I �1�� lh� S /bo _/7 City: TU it .J/ 01 State: vv‘.4,Zip: (1 r li`g / fS Phone: 4/2-5--)7 3 - $ 3 3 Contr Reg No.: Exp Date: Tukwila Business License No.: ®-v Valuation of Project (contractor's bid price): $ 12 / 670 ---/ / Scope of Work (please provide detailed information): /,144 /1 PLQLV 7 G ,, ' 1(N5 / c1tj l 'lair S k' DY) ,a n,/ / yrur cirl k Building Use (per Int'1 Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: H:\Applications\Forms-Applications On Line \2011 Applications\Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Sewer: Page 1 of 2 Indicate type of plumbing fixtures and/or f ,wiping outlets being installed and the quantity; _dw: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks l 0 Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1.5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of 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 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type 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 Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more 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 I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR/AIfTHO ; ZED ENT: Signature: Print Name: Mailing Address: Tg MJ H:\Applications\Forms-Applications On Line\201 1 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Date: ag /7r lg Day Telephone: g-3-30 7144A,4 cififjf City State Zip Page 2 of 2 :ash Register Recei City of Tukwila if DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $334.19 PG18-0107 Address: 16915 SOUTHCENTER PKWY Apn: 2623049011 $334.19 PLUMBING $321.34 PERMIT FEE R000.322.100.00.00 0.00 $223.92 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $64.27 TECHNOLOGY FEE $12.85 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15176 R000.322.900.04.00 0.00 $12.85 $334.19 Date Paid: Friday, August 17, 2018 Paid By: TRANS PLUMBING Pay Method: CHECK 1083 Printed: Friday, August 17, 2018 10:33 AM 1 of 1 • SYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit P4 ig3 oto? RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: NCI., Mrs /V'4 L.- Type of Inspection: P1444141"4 7iNe6C_ Address: /bgi5' !colopfitzeAtreit. P,a� Date Called: Special Instructions: D Wanted: /-1(-09 p.m. Requester: Phone No: ? Approved per applicable codes. 0 Corrections required prior to approval. MMENTS: ]��ti w.�r►�J�j3si✓L�icr✓� poFer4v(/ Date: / w / ' /1Jai% REINSPECTI N FEE REQUIRED. Prior to next inspection, fee must be Inspector: paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit Qc'7 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: £424,%4 #.J- Type of Inspection: T t..t".63104. "F�•.,AL.-, Address: /b9K- Pm,/ Date Called: Special Instructions: C*I--- 4 Date Wanted: /2- 70 /6 .m„ p.m. Requester4, Phone No: tis- 773 9338 ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: Rai Vetewer 1 r L4lr oka 1205-f--bryer-- -_Ltd- L- f -4 K ktoA.Vp (1—v regor cwt,4V-11^e__ ft,r `to btlau .466/e3 1-Arovin raih 49- Inspector:,, %_ i ett •' • ata CLide p ce015 REINSPECTION FEE REQUIRED. Prior to next inspection, fee mu §t be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ?Co (&- 007 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: \ OCA -I L TYPpf Inspection: ' vul,vb -TAI Addres:12-Likl i 9 ts- SOtAiittce,fec Fi.4.48 ' Date Called: i Special Instructions: Date Wanted: n a.m. P.m. Requester: Phone No: Approved per applicable codes. 0 Corrections required prior to approval. /COMMENTS: 2.,1 I V tel F 7 - 1 - 6 &4_1-31'ctt..- 0 lc e xiLt ep(4,14-, r164-1 rit/tri9 eat .1 VI Inspector: Date: 7•- 7- 2ce REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. L—CLF- 40 • C•00' mese, INSPECTION RECORD Retain a copy with permit NSPECTION 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 'R718-0107 ?Koject: , pekirl-M6 1401 L )eofIn pection: Address: 1(09(s— 50.4teatilef Date Ca d: Specia n uctions: * / 4e "4.4"- ota f4e_ , - V2,11 r eif to r- Date Wanted: 9-l7-10le a.m. P•m• Requester: Phone No: i421) 773 83-3r LiApproved per applicable codes. 'COMMENTS: Co rections requi t I _s (YAI rex; /3 04 t...)/yk_vit erez-bcke 13 t4; CA -eve -411y v Inspect° :3Se CC1 Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ES-LF009 For Health Hazard Applications Job Name Job Location Engineer Approval LEAD FREE* Series LF009 Reduced Pressure Zone Assemblies Contractor Approval 's PG t ,4) REVIEvvFOR Contractor's RcCQDF COMPLIANCE Representative, APPROVED SEP 04 2018 City o,Tukwila BUILD! DIVIS :? N 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. Features • Single access cover and modular check construction for ease of maintenance • Top entry — all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Lead Free" cast copper silicon alloy body construction for durability 1/4" — 2" (8 — 50mm) • Fused epoxy coated cast iron body 2'/" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted '/o" — 2" (8 — 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/ or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free" cast copper silicon alloy materials. Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of: USC; ASSE Std. 1013; AWVVA Std. C511; CSA B64.4. Shall be a Watts Series LF009. Test Cock No 3 Ball Type Test Cocks Test Cock No 2 First Check Module Assembly R.P. Zone LF009 t. FfViJ Y OF TUKWiLA AUG 2 9 2018 PERMIT CENTER Test Cock No. 4 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 authorities for local installation -NOTICE __ The information contained herein is not ine tcrrepleee4he•fdlh— product installation and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information before begin- ning the installation of this product. equirements RE T N `The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary unfits and metric are approximate and are provided for reference only. For precise measurements, Vk please contact Watts Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts product Qr sit quent y Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - strainer LF - without shutoff valves PC - internal polymer coating W/Press"* - press inlet x press outlet (1/2" - 2" only) 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 installing 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 fumished 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 Vs" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F - 180°F (0.5° - 82°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 AVVWA C511 CSA B64.4 IAPMO File No. 1563, Approvals ASSE, AVVWA, 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 3/4" -Ye 009, 1/2 13 21/4 60 3% 79 0.625 0.28 3/4" 009M2/M3 909AGC 3/4"-1" 009/909, 1 25 3% 83 4% 124 1.5 0.68 1"-1%" 009M2 909AGF 11/4"-2" 009M1, 2 51 43/ 111 61/4 171 3.25 1.47 1W-3" 009/909, 2" 009M2, 4"-6" 993 909AGK 4"-6" 909, 3 76 61/4 162 9% 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 7¼ 187 111/4 286 15.5 7.03 909E1A 1/4"-1/2" 009, 3/4" 009M2/M3 - - - - - 909ELC W-1" 009/909 - 21/4 60 21/4 60 0.38 0.17 • 909ELF 1%"-2" 009M1, - - 3% 92 3% 92 2 0.91 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 ' 909ELH 2ie-3" 009/909 - - - - - - Vertical ** Viega ProPress® connections are optional factory -installed fitting on each end of the approved/certified assembly. Dimensions - Weight Size:1/4" - 2" (8 - 50mm) LF009 LF009 1/4" – 2" SIZE (DN) in. mm 10. A mm in. 8 mm in. DIMENSIONS C mm (APPROX.) 0 in. min in. L mm in M mm in N mm WEIGHT lbs. kgs. 1/ 8 10 250 45 117 3' 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 '/ 10 10 250 45 117 3% 86 1'% 32 51/2 140 2% 60 2' 64 5 2 1/2 15 10 250 4% 117 3' 86 1'/ 32 51/2 140 2' 70 2% 57 5 2 1/4 20 103/4 273 5 127 31/2 89 11/2 38 6' 171 3316 81 2% 70 6 3 1 25 141/2 368 51/2 140 3 76 21/2 64 91/2 241 3'1 95 3 76 12 5 1'/ 32 17' 441 6 150 31/2 89 2/ 64 11% 289 4'/e 113 31/2 89 15 6 11/2 40 17% 454 6 150 31/2 89 21/2 64 111/4 283 4'/e 124 4 102 16 7 2 50 21% 543 7'1 197 41/2 114 31/4 83 13'/ 343 57e 151 5 127 30 13 Dimensions - Weight Size: 21/2" and 3" (65 and 80mm) LF009 STRAINER SIZE In. mm M in. mm DIMENSIONS (APPROX.) N in. mm Nit in. mm 2'/ 65 10 254 6'/ 165 9'1 248 3 80 101/8 257 7 178 10 254 WEIGHT lbs. kgs. 28 12.7 34 15.4 tClearance for servicing Watts G-4000 Series QT – Bali 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 2/ 65 — — — — 4'/z 114 — — 181/2 460 — — 1036 270 76 34.5 LF0090SY 2'/ 65 33'1 845 IMI 4% 114 16% 416 18'/ 460 7'1 197 105 270 166 75.3 LF009NRS 21/2 65 331/2 845 11' 289 41/2 114 16% 416 181/2 460 7% 197 10% 270 161 73.0 LF0090TFDA 21/2 65 331/4 845 6 152 41/2 114 16% 416 18'/e 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 1834 470 4/ 114 16% 422 181/2 460 8% 222 105/ 270 198 89.8 LF009NRS 3 80 341/4 870 12% 324 41/2 114 16% 422 181/4 460 8'1 222 10% 270 191 86.6 LF0090TFDA 3 BO 341/4 870 7 178 41/2 114 16% 422 181/2 460 8% 222 105% 270 158 71.7 Capacity Performance as established by an independent testing laboratory. 'Typical maximum system flow rate (7,5 feet/sec., 2.3 meters/sec.) kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 '/4" (8mm) LF009QT .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm %" (10mm) LF009QT AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 AP 0 .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 h" (15mm) LF009QT * kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 L 07.6 1 2.5 3.8 9.5 5 1.5 5 7.5 19 28.5 7.5 2.3 10 12.5 15 gpm 38 47 5 57 Ipm 15 fps 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 19 38 76 7.5 2.3 30 40 50 60 70 80 gpm 114 152 190 228 266 304 Ipm 15 fps 4.6 mps %VWAm® kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 OP O kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 11/4" (32mm) LF009M2QT 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 11/2" (40*mm) 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 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 20 40 60 80 100 120 140 160 180 200 gpm 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" (65mm) LF009 1 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 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 r 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 109511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ES-LF009 1736 USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Watts.ca Latin America: T: (52) 81-1001-8600 • Watts.com © 2017 Watts August 23, 2018 t City of Tukwila Department of Community Development BINH TRAN 5165 S 160 ST TUKWILA, WA 98188 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG18-0107 DARLING NAIL - 16915 SOUTHCENTER PKWY Dear BINH TRAN, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) On your drawing please add model # and manufacturer's name for the 1" RPPA. 2) Submit RPPA cu sheet and circle backflow to be installed. 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. Sincerely, Bill Rambo Permit Technician File No. PG18-0107 R--cd 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT WORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-010/ PROJECT NAME: DARLING NAIL SITE ADDRESS: 16915 SOUTHCENTER PKWY Original Plan Submittal DATE: 08/29/18 Revision # before Permit Issued X Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division )) " ulic Works o\N Fire Prevention Structural Planning Division Permit Coordinator r PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/30/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 09/27/18 111 Approved with Conditions Corrections Required 1-1 Denied (corrections entered in Reviews) (le: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY 7, PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0107 DATE: 08/20/18 PROJECT NAME: DARLING NAIL AND HAIR SALON SITE ADDRESS: 16915 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Ai Building Division IN ()•-c)--Hg Public Works U Fire Prevention Planning Division Structural Permit Coordinator F7 PRELIMINARY REVIEW: DATE: 08/208 Not Applicable Structural Review Required (no approval/review required) REVIEWER'S INITIALS: DATE: 11111111111111, P APPROVALS OR CORRECTIONS: Approved P Corrections Required (corrections entered in Reviews) Notation: DUE DATE: 09/18/18 Approved with Conditions pi Denied (ie: Zoning Issues REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ° 14/61 Departments issued corrections: Bldg El Fire 0 Ping 0 PW EfJ Staff Initials: 12/18/2011 Date:(61v0 ti 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. Plan Check/Permit Number: PG 18-0107 ❑ 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: Darling Nail Project Address: 16915 Southcenter Pkwy Contact Person: 8/i'J'— 7 f rAj Summary of Revision: - adi 244041#,,,,,,,/ n aiui APPA �-/ 04 9 WA- 7 ,p/94 -- RECEIVED CITY OF TUKWILA AUG 2 9 2018 PERMIT CENTER Phone Number: 4a5--- 77 3 - .03 3 Sheet Number(s): "Cloud" or highlight all areas of revision including ate ovisio , Received at the City of Tukwila Permit Center by: ,('/ g Entered in TRAKiT on 0-11 C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 TRANS PLUMBING Washington State Department of 40 Labor & Industries Horne Espanol Contact Safety & Health Claims & Insurance Page 1 of 2 Search L&I A -Z index Help My 1.,&A Workplace Righl:s Trades & Licensing TRAN'S PLUMBING Owner or tradesperson Principals TRAN, BINH QUOC, OWNER Doing business as TRAN'S PLUMBING WA UBI No. 604 052 058 5165 S 160TH STREET TUKWILA, WA 98188 425-773-8338 KING County Business type Individual License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. TRANSP*844RM Effective — expiration 12/14/2016— 12/14/2018 Bond Western Surety Co Bond account no. 71845449 $12,000.00 Received by L&I Effective date 12/14/2016 11/15/2016 Expiration date Until Canceled Insurance Midvale Indemnity Comp Policy no. GLP1012691 $1,000,000.00 Received by L&I Effective date 10/16/2017 10/10/2017 Expiration date 10/10/2018 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 Lfil 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 No license violations during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604052058&LIC=TRANSP*844RM&SAW= 9/7/2018 TRAN'S PLUMBING Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 652,878-00 Doing business as BINH Q TRAN Estimated workers reported Quarter 2 of Year 2018 "Less than 1 Workers" L&I account contact T5 / JAVIER PAREDES (360)902-4639 - Email: PAJB235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 VVashinglon Stele 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=604052058&LIC=TRANSP*844RM&SAW= 9/7/2018 vro Ai ij,6iTF.-?.. \ki ALE.- 1" 44. tr.r4,74At7,4,1,,40., 4•P' .• ;,,•7' MS at!'t!,.t'" "."2.7'ttlfr...ft?„7::ff 0. • ff • 4,4 iff 4 „ on ,Ot 41 at, ;.4 .4‘ 4 4 •1; i411;•;• 0,„ 4„t, ;444.2 447271, 2-,,r,:',',-.'t",,,214'4,';',,,4..24,,,r-4,2:4_44ttrtzt.22,:t4 44mtro.44; -.3 • - • 0, • •i ,` 2' • , . • 2. I, 000m00000 oto • t'•'•. ; 4 CA 4 4' ; t\\ . ..444.4.44444,- .1)04123.--//VG--- NAIL AN/lb ti-A42. /6,9/6- coutil contr /6Q 72-Ikunla ud-A 4-1g/ Ec? con fn2-717:7r 77240A/ Pite/A/8/&6-- 5765- G / 77A LtAil /ce A- / S? REVISIONS No changes shall tin made to the scope of work withoi.1 pric.‘r approval of Tukwila Building Division NOTE: ReVi310i13 viII requiro plan submittal and may include add:tional plan review fees , \mac,hr kavv:A op(r\k„ IT 1-17-0.1JIFFD FOR: tMhanicaI Electrical 0 Plumbing Veas Piping Ciiy of Tukwila DIVF.310N FILE COPY Permit No. gr6/t111 Plan review approval is subject to errors and omissions. Approval of construction documents doos not authorize the violation of any adopted code or ordinance. Raccipt of approved Field Copy d conditi, s is annoy:La:god: By: Date: City of Tukwila BUILDING DIVISION • REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 P1;\ City of Tukwila BUILDING DIVISION RECENED CITY OF TUKWILA AUG 1 7 2013 PERMIT CENTER C 18'-o" EXISTING 18'-0" EXISTING D.S. -------------- SANITARY BELOW SLAB J S u_ co 2 co EXIST'G ELEG PANELS WATER LINE OVERHEAD ABOVE GELING EXIST'G TRANSFORMER 24'-6" EXISTING SUITE A EXIT 33'-o" FIXTURE PLAN SCALE: 3/16 I' 9 to N EXIT 2:2-- 7'-O" 4'-0" MEN EXISTG ADA -RESTROOM 6'-0" WOMEN EXISTG ADA -RESTROOM HALL 7'-I 3/4" N. D. _ — 30x51 10'-Q" 4, 4'-0" 6'-0" 3' WALL W/ 18" TALL GLASS ON THE TOP 2' NALL, PLUMBING CHASE, 3V8"METAL 61105 JI1 —�- msrmA EXIT O ADJACENT SUITE L N inn 23'-3" lkfl _ RECEIVED Z CITY OF I UKWILA AUG17 2018 PERMIT CENTER v v F- O z CB ANDERSON ARCHITECTS PLLc 7209 Greenwood Avenue N Seattle, Washington 98103 206-782-2911 Fax 782-5624 CLIENT: SeattleRetsil Christian Schofield 117 E Louisa St. #230 Seattle, Wa 98102 Phone: (206) 257-9921 APPROVED SEP 04 2018 City of Tukwila DRAWN BY: GM/MV SCALE: DATE: JOB NUMBER: 1341.0