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HomeMy WebLinkAboutPermit PG17-0116 - UNIQLO - TENANT IMPROVEMENTUNIQLO USA INC 718 SOUTHCENTER MALL PGI7-0116 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 718 SOUTHCENTER MALL Project Name: UNIQLO USA INC Permit Number: Issue Date: Permit Expires On: PG 17-0116 11/14/2017 5/13/2018 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 APRIL HOUSE 3617 SW CHARLESTON ST , SEATTLE, WA, 98126 PLANIT CONSTRUCTION USA INC 4949 COTE VERTU OUT OF COUNTRY - QUEBEC, CANADA, SAINT LAURENT„ , H45 1E1 PLAN ICU842LZ. Phone: (206) 478-0844 Phone: (514) 339-1112 Expiration Date: 6/9/2018 DESCRIPTION OF WORK: TI TO INCLUDE REMOVAL OF 1 TOILET ROOM AND ADDITION OF 2 TOILET ROOMS, MOP SINK, BREAK AREA SINK, 2 FLOOR DRAINS WITH TRAP PRIMER, 2 INSTANTANEOUS WATER HEATERS, 1 TANK WATER HEATER, 1 WATER METER AND BACK FLOW PREVENTER AND ALL ASSOCIATED PLUMBING Valuation of Work: $15,000.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $429.47 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: JAL, u Date: 1 1; - 17 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 gauge. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: The applicant or contractor must notify the Public Works Inspector at (206) 433-0179 upon commencement and completion RPPA backflow installation work at least 24 hours in advance. All inspection requests for utility work must also be made 24 hours in advance. 16: The RPPA shall be installed per manufacturer's specification and tested by a certified tester. Backflow test report shall be submitted to Mr. Dave Stuckle, Public Works Inspector. Thereafter the RPPA shall be tested annually at the owner's expense by a certified tester and the test report shall be submitted to the TUKWILA WATER DEPT., 600 Minkler Blvd, Tukwila, WA 98188, phone 206 433-1860, fax 206 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Permit No. grt SOI Project No. CI IA 10 Date Application Accepted: Date Application Expires: 1)\ /2/k (For office use on y) 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: King Co Assessor's Tax No.: 9 0 ti ? Uv / 718 Southcenter Mall Tenant Name: Uniqlo USA Inc Suite Number: PROPERTY OWNER Name: April House-Paroline and Associates Name: Westfield City:Seattle State: WA zip: 98126 Address: 835 Market St, Suite 517 Email: april@parolineassociates.com City: San Fransico State: CA Zip: 94103 CONTACT PERSON — person receiving all project communication Name: April House-Paroline and Associates Address: 3617 SW Charlestown St City:Seattle State: WA zip: 98126 Phone: (206) 478-0844 Fax: Email: april@parolineassociates.com Floor: New Tenant: Yes ❑ .. No PLUMBING CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 15,000 Scope of Work (please provide detailed information): Tenant alterations to include removal of 1 toilet room and addition of 2 toilet rooms, a mop sink, break area sink, 2 floor drains with trap primer, 2 instantaneous water heaters, 1 tank water heater, 1 water meter and back flow preventer and all associated plumbing. Building Use (per Intl Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: 1fi\Applications\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 gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain 2 Shower, single head trap 2 Sinks 1 Rain water system — per drain (inside building) 3 Grease interceptor for commercial kitchen (>750 gallon capacity) 1 Each additional medical gas inlets/outlets greater than 5 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) 2 Lavatory 2 Urinal 2 Water heater and/or vent 3 Repair or alteration of water piping and/or water treatment equipment 1 Backflow protective device other than atmospheric- type vacuum breakers 2 inch (51 mm) diameter or smaller 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial 2 Wash fountain 1 Water closet 2 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping 1 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 2 Receptor, indirect waste 1 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). 1 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 OWNER1OR AUTHORIZED AGENT: Signature: Print Name: April House Mailing Address: 3617 SW Charlestown St I-I:\Applications\Forms-Applications On Lme\2011 Applications\Plumbing Permit Application Revised 8-9-11. docz Revised: August 2011 bh Date: 09/20/2017 Day Telephone: (206) 478-0844 Seattle WA 98126 City State Zip Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT QUANTITY PAID $11,452.92 PermitTRAK D17-0253 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $7,508.25 DEVELOPMENT $7,150.93 PERMIT FEE R000.322.100.00.00 0.00 $7,146.43 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $357.32 TECHNOLOGY FEE R000.322.900.04.00 0.00 $357.32 EL17-0728 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $2,430.47 ELECTRICAL $2,314.73 PERMIT FEE MULTI-FAM/COMM 1 R000.322.101.00.00 0.00 $2,314.73 TECHNOLOGY FEE $115.74 TECHNOLOGY FEE 1 R000.322.900.04.00 0.00 $115.74 M17-0132 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $1,169.31 MECHANICAL $1,113.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PERMIT FEE R000.322.100.00.00 0.00 $1,080.48 TECHNOLOGY FEE $55.68 TECHNOLOGY FEE R000.322.900.04.00 0.00 $55.68 PG17-0116 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $344.89 PLUMBING $328.47 PERMIT FEE R000.322.100.00.00 0.00 $295.32 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 TECHNOLOGY FEE $16.42 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R12788 R000.322.900.04.00 0.00 $16.42 . $11,452.92 Date Paid: Tuesday, November 14, 2017 Paid By: PLANIT CONSTRUCTION USA INC Pay Method: CHECK 001591 Printed: Tuesday, November 14, 2017 7:47 AM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R12382 C.; DESCRIPTIONS PermitTRAK ACCOUNT , 1 QUANTITY!.1: PAID 1 _ , , $680.62 EL17-0728 Address: 718 SOUTHCENTER MALL Apn: 9202470010 . $596.04 Credit Card Fee $17.36 Credit Card Fee R000.369.908.00.00 0.00 $17.36 ELECTRICAL $578.68 PLAN CHECK FEE R000.345.832.00.00 0.00 $578.68 PG17-0116 Address: 718 SOUTHCENTER MALL Apn: 9202470010 $84.58 Credit Card Fee ' $2.46 Credit Card Fee R000.369.908.00.00 0.00 $2.46 PLUMBING $82.12 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R12382 R000.322.103.00.00 0.00 :-. '..i $82.12 $68B.62 Date Paid: Thursday, September 21, 2017 Paid By: APRIL HOUSE Pay Method: CREDIT CARD 311235 Printed: Thursday, September 21, 2017 11:54 AM 1 of 1 CRWSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit 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: 0/VItiLO Type of Inspection: PIJJrB,/VG 9A 2. Address: A/ oJ77/6t9YR ? /1%iLL Date Called: Special Instructions: Date Wanted: yms Requester: 1 Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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 P6i7- Qii(a Project: UNiQ Lia Type of Inspection: R04/6//-/# ,4 uJfl'N-- Address: /4 / -00077/ e€.4/74-7? ,1'7/ -U - Date Called: Special Instructions: Date Wanted:m l 7,-2.6? 'l7 4 p.m. Requester: Phone No: !{X I Approved per applicable codes. E Corrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit 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: i,.ii O311-0 Type of Inspection: �F2.61)./JD irucRK Address: /k / v` 001/ , Al �,9-i -t Date Called: Special Instructions: Date Wanted: 1P._/%_1% a.m: P.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. C • MMENTS: ok 6RistiAin /b,,4( Inspector: <Z5 Date: I 2 -//..-/.7 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 AIM LEAD FREE* Contractor Approval Contractor's P.O. No Representative RECEIVED• 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, induding 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 oath Lead Free* installation requirements. This series features two in-line, independent check valves, captured springs and replaceable check seats oath an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes '/4" —1 " (8 — 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry — all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Lead Free* cast copper silicon alloy body construction for durability '/4' — 2" (8 — 50mm) • Fused epoxy coated cast iron body 21" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver dotted — 2" (8 — 50mm) • Large body passages provides low pressure dro • Compact, space saving design #1:111 • No special tools required for servidng Specifications A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to bad<siphonage and/ or backpressure. The assembly shall consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free* cast copper silicon alloy materials. Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of USC; ASSE Std. 1013; AWWA Std. 0511; CSA B64.4. Shall be a Watts Series LF009. NO{ 33 +JOO OCT 211 2017 KWILA IC WORKS Test Cock No 3 Ball Type Test Cocks CITF IVED F TUKWILA OCT 2 3 2017 PERMIT CENTER es Cock No. 4 Test Cock MI OM A. No. 2 ram �i6.r/" :p: F4' -0 P ■ t...•:,R.P. Zone First Check Module Assembly Relief Valve Assembly Second Check Module Assembly Water Outlet Now Available------__�-- WattsBox Insulated Enclosures. For more information, send for literature ES -WB. REVIEWED FOR CODE COMPLIANCE NOTICE Inquire with governing authorities for locet(a11ROV lr ments NOTICE The information contained here product installation and safety i of a trained product installer. Yc installation instructions and pro ning the installation of this pro OCT 26 2017 is not intended to replace the full formation available or the experience' are required to thoroughly read all uct sa ef�'tirq'a`Wegin- cbUILD1NG DIVISION *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight Wells product tact Watts in U.S. customaryesunitsrvs and metric are hang r m and are uctd design, for onrefsrence only. Far precise ormmaterials i ® please contact Watts Technical Service. Watts reserves the right 10 change a mocfify product design, construction, specifications, a materials with- Watts prior notice and without inauning any obligation to make such change odifications on Watts protects previously or subsequently sold. .011Q Available Models: 1/4" - 2" (8 -50mm) Suffix QT S LF PC - quarter -turn ball valves - strainer - without shutoff valves - internal polymer coating W/Press** - press inlet x press outlet (1h" - 2" only) Prefi�c-o �1 -1,...— s•s 7_4 71 U - union connections Available Models: 21/2" - 3" (65 - 80mm) Suffix • ur 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 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 'A" - 2" (8 - 50mm) Suitable for supply pressure up to 1 75psi (12.1 bar). Water temperature: 33°F -180°F (0.5° - 82°C). Sizes 21/2" and T-(65. and 80mm);are suitable for supply pressures upto 175 sr (12.1 bar and water temperature at 110°F P �) p (43°C) continuous, 1 40°F(60°C) intermittent Standards USC ASSE No. 1013 AWWA C511 CSA B64.4 IAPMO File No. 1563. Approvals ASSE, AWWA CSA IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California Approval models QT, PC, NRS, OSY. UL Classified 2'/2" and 3" (65 and 80mm) vvith 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 B in. .mm ' WEIGHT . lbs.';.% ±kgs. 909AGA %a"-%2" 009, 14 13 2% 60 3% 79 0.625 0.28 3/" 009M2/M3 909AGC 3/"-1" 009/909, 1 25 31/ 83 474 124 1.5 0.68 1"-1'/2" 009M2 909AGF 1%"-2" 009M1, 2 51 43 111 6% 171 3.25 1.47 1'/a"-3" 009/909, 2" 009M2, 4"-6" 993 909AGK 4"-6" 909, 3 76 63 162 95% 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 7% 187 11% 286 15.5 7.03 909ELA %"-'/2" 009, 3/0" 009M2/M3 - - - - - - - - 909ELC 3/"-1" 009/909 - - 2% 60 23 60 0.38 0.17 * 909ELF 11/"-2" 009M1, - - 35/ 92 3% 92 2 0.91 11/0"-2" 009/909, 2" 009M2, 4"-6" 993 * 909ELH 2%2"-3" 009/909 - - - - - - - - Vertical ** Viega ProPress® connections are optional factory -installed fitting on each end of the approved/certified assembly. A A B B Dimensions - Weight Size: 1/4" - 2" (8 - 50mm) LF009 LF0091/411 — 2" SIZE (DN) in. mm in. A mm in. O mm in. DIMENSIONS C mm (APPROX4 D in. mm in. L mm in M mm in N mm lbs. WEIGHT kgs. 1/4 8 10 250 4544 117 33/2 86 11/4 32 514 140 2% 60 21 64 5 2 3/a 10 10 250 4% 117 3% 86 11/4 32 514 140 2% 60. 21/ 64 5 2 14 15 10 250 4% 117 33/4 86 11/4 32 514 140 2% 70 214 57 5 2 270 20 103/4 273 5 127 3/ 89 11 38 6% 171 3344 81, 2% 70 6 3 03 1 25 141/ 368 51 140 3 76 21/ 64 91/2 241 33/4 95 3 76 12 5 4 32 17% 441 6 150 312 89 21/ 64 11% 289 4'46 113 312 89 15 6 11/2 40 17% 454 6 150 31/ 89 21/ 64 11% 283 4'/4 124 4 102 16 7 2 50 21% 543 73/4 197 41 114 314 83 131 343 55/6 151 5 127 30 13 Dimensions - Weight STRAINER SIZE in. mm Size: 21h" and 3" (65 and 80mm) LF009 M in. mm DIMENSIONS (APPROX.) N in. mm Nit in. mm WEIGHT lbs. kgs. 2'h 65 10 254 6'/z 165 93/4 248 3 80 101/4 257 7 178 10 254 28 12.7 34 15.4 tClearance for servicing Watts G-4000 Series QT - Ball Valves MODEL SIZE DN in. mm ill A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm L in. mm in. R min in. U mm WEIGHT lbs. kgs. LF009LF 212 65 — — — — 41/2 114 — — 181/2 460 — — 10% 270 76 34.5 LF0090SY 21/ 65 3314 845 15'/4 403 412 114 16% 416 1812 460 7% 197 10% 270 166 75.3 LF009NRS 21/ 65 331/4 845 113/4 289 41/2 114 163/4 416 181/4 460 73/4 197 10% 270 161 73.0 LF009Q1FDA 212 65 3314 845 6 152 412 114 16% 416 181/a 460 73/4 197 10% 270 150 68.0 LF009LF 3 80 — — — — 412 114 — — 18'/e 460 — — 10% 270 76 34.5 LF0090SY 3 80 3414 870 1812 470 412 114 16% 422 1812 460 8% 222 10% 270 198 89.8 LF009NRS 3 80 3414 870 12% 324 41/2 114 16% 422 181/2 460 8% 222 10% 270 191 86.6 LF00901FDA 3 80 3414 870 7 178 412 114 165 422 181/4 460 8% 222 10% 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 1/4" (8mm) LF009QT AP 0 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP 0 .25 .50 .75 0 .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm 3/e" (10mm) LF009QT kPa psi 172 25 138 20 103 15 69 10 35 5 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 '/2" (15mm) LF009QT * AP O kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 6 AP 07.6 23 1 2.5 5 7.5 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 * f 10 14 18 22 26 30 34 38 42 46 gpm 38 53 68 84 99 114 129 144 160175 Ipm 7.5 15 fps 2.3 4.6 mps kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP O 1" (25mm) LF009M2QT (p 5 10 20 19 38 76 7.5 2.3 30 40 50 60 70 80 gpm 1 4 152 190 228 266 304 Ipm 15 fps 4.6 mps IWArrS® kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 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 1'/" (40mm) LF009M2QT * kPa psi 207 30 172 25 138 20 103 ,15 69 10 35 5 0 0 APO kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 25 AP 0 05 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 * 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 * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 50 75 100 125 150 175 200 225 250 gpm 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 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 FREDERICK J. GOGLIA ARCHITECT, NCARB, ISP October 20, 2017 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Phone: 206-431-3670 Dear Bill, The following is in response to your comments dated 09/27/17. All comments have been addressed either in the revised plans or per descriptions below: PW -PG Department 1. Since each permit stands on its own, please provide a mall location map, so UniQlo space can be easily found by the city inspector. Response: Please refer to provided sheet T100. 2. On sheet P100 KEY NOTE #12 and WATER RISER DIAGRAM call for a backflow preventer devise. A Reduced Pressure Principle Assembly (RPPA), a.k.a. Reduced Pressure Zone Assembly (RPZA) shall be installed. Please show backflow size/manufacturer/model number on plan and submit a cut sheet of the proposed devise. Circle the backflow to be installed. Response: Please refer to sheet P100, Plumbing Fixture Schedule, item LEAD FREE RPZ BACKFLOW PREVENTER, for specified size, manufacturer, and model number; schedule is located in the upper right corner of the sheet. No revisions to the plan or schedule have been made. Please see attached cut sheet. If you have any questions, comments or need any additional information regarding this letter please contact Lanie Johnson ArcVision, Inc 800-489-2233. RECEIVED CITY OF TUKWILA OCT2 3 GiiE% PERMIT CENTER Sincerely, Lanie Johnson Project Manager COIR C` LTR# 11- 0110 1950 Craig Road Suite 300 • St. Louis, MO 63146-4106 • Phone (314) 415-2400 • Fax (314) 415-2300 City of Tukwila Department of Community Development September 27, 2017 APRIL HOUSE 3617 SW CHARLESTON ST SEATTLE, WA 98126 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG17-01 16 UNIQLO USA INC - 718 SOUTHCENTER MALL Dear APRIL HOUSE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Since each permit stands on its own, please provide a mall location map, so UNI QLO space can be easily found by the City inspector. 2) On sheet P100 KEY NOTE #12 and WATER RISER DIAGRAM call for a backflow preventer devise. A Reduced Pressure Principle Assembly (RPPA), a.k.a. Reduced Pressure Zone Assembly (RPZA) shall be installed. Please show backflow size/manufacturer/model number on plan and submit a cut sheet of the proposed devise. Circle the 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. If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG17-0116 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0116 PROJECT NAME: UNIQLO DATE: 10/23/17 SITE ADDRESS: 718 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/24/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 11/21/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Le Notation: REVIEWER'S INITIALS: DATE: ;Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 ?ERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG17-0116 DATE: 09/25/17 PROJECT NAME: UNIGLO USA INC SITE ADDRESS 718 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: 7 Building Division N\8 UM- 61 1 Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 09/26/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved DUE DATE: 10/24/17 111 Approved with Conditions Corrections Required Denied (corrections entered in Reviews) " (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: _l-6):7 Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: htt://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: Plan Check/Permit Number: PG 17-01 16 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 O Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Uniqlo Project Address: 718 Southcenter Mall Contact Person: J9 t%ij ` 40 LA 9 - Phone Number: 2-0 —0 ?-q- Summary -4-Summary of Revision: Cz j' (2.0.4D \i RECEIVED - - CITY OF TUKWILA OCT 232017 PERMIT CENTER Sheet Number(s): (D u ? i D O "Cloud" or highlight all areas of revision including date of r Received at the City of Tukwila Permit Center by: 0 Entered in TRAKiT on \applications?forms-applications on Iine\revision submittal Created: 8-13-2004 Revised: PLANIT CONSTRUCTION USA IN(' Page 1 of 2 Home Espanol Contact Safety & Health Cilikk Washington State. Department of Labor & Industries Claims & insurance Search L&I A -Z Index Help My I &1 Workplace Rights Trades & Licensing PLANIT CONSTRUCTION USA INC Owner or tradesperson STABILE, CLAUDIO TOMMASO Principals STABILE, CLAUDIO TOMMASO, PRESIDENT WA UBI No. 603 608 512 Parent company PLANIT CONSTRUCTION USA INC 4949 COTE VERTU SAINT-LAURENT, H4S 1E1 514-339-1112 OUT OF COUNTRY County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. PLANICU842LZ Effective — expiration 06/09/2016— 06/09/2018 Bond .............. Great American Ins Co Bond account no. 5086386 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 06/08/2016 06/01/2016 Expiration date Until Canceled Insurance ........................... Evanston Ins Co $1,000,000.00 Policy no. 3AA139046 Received by L&I Effective date 11/06/2017 07/14/2017 Expiration date 07/14/2018 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 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 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603608512&LIC=PLANICU842LZ&SAW= 11/14/2017 PLANIT CONSTRUCTION USA INC No license violations during the previous 6 >eriod. Workers' comp No active workers' comp accounts during the previous 6 year period. 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 © 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=603608512&LIC=PLANICU842LZ&SAW= 11/14/2017 Tukwila Family Fun Center Crystal . Springs; Park DWG. NODRAWING NAME T100 TITLE SHEET T101 RESPONSIBILITY SCHEDULE & SPECIFICATION TABLE GN100 GENERAL NOTES GN200 ACCESSIBILITY NOTES & DETAILS D100 DEMOLITION PLAN Vttestfield Southcenter Parkway Squar= Shappir g Cents Macy's Logistics and Operations WESTFIELD SOUTHCENTER WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA 98188 SPACE #718. STORE #0087 OWNER UNIQLO USA, INC. 546-548 BROADWAY, 3RD FLOOR NEW YORK, NY. 10012 ATTN: TONY HU STORE DEVELOPMENT TEL: (347)556-4212 ARCHITECT/ENGINEER FREDERIC J. GOGLIA 1950 CRAIG RD. SUITE 300 ST. LOUIS, MO 63146 ATTN: LANIE JOHNSON TEL: (314) 415.2400 FAX: (314) 415.2300 LANDLORD WESTFIELD 835 MARKET STREET, SUITE 517 SAN FRANCISCO, CA 94103 ATTN: MATT KOENIGS TITLE: SR PROJECT MANAGER TEL: 310-210-9965 EMAIL: mkoenigs©westfield.com A000 EGRESS FLOOR PLAN A010 SCHEDULES A100 OVERALL FIXTURE PLAN & LEGEND A110 ENLARGED FIXTURE PLAN (FRONT) A111 ENLARGED FIXTURE PLAN (BACK) A200 ENLARGED STOREFRONT PLAN & ELEVATION A201 EXTERIOR STOREFRONT ELEVATION & DETAILS A202 EXTERIOR STOREFRONT ELEVATION (CONT.) A210 STOREFRONT SECTIONS A220 STOREFRONT DETAILS A300 OVERALL FLOOR _-PLAN A310 ENLARGED FLOOR PLAN (FRONT) A311 ENLARGED FLOOR PLAN (BACK) A320 PARTITION TYPES AND DETAILS A330 FLOORING AND BASE DETAILS A400 OVERALL REFLECTED CEILING PLAN A410 ENLARGED REFLECTED CEILING PLAN (FRONT) A411 ENLARGED REFLECTED CEILING PLAN (BACK) A421 ENLARGED LIGHT LOCATION PLAN (BACK) A500 SALES AREA ISOMETRICS & DETAILS A501 SALES AREA DETAILS A520 CASHWRAP BACKWRAP PLAN, ELEVATIONS & DETAILS A530 FITTING ROOM PLAN, ELEVATIONS & DETAILS A540 FITTING ROOM DETAILS A800 MANAGER'S OFFICE PLAN, ELEVATIONS & DETAILS A810 ALTERATION PLAN, ELEVATIONS & DETAILS A820 BREAK ROOM PLAN, ELEVATIONS & DETAILS A830 STOCK AREA PLAN, ELEVATIONS & DETAILS A840 TOILET ROOM PLANS, ELEVATIONS & DETAILS DRECTICHY CODES: BUILDING PLUMBING: MECHANICAL: FIRE: ELECTRICAL: ENERGY: 2015 IBC W/STATE AMENDMENTS 2015 UPC W/STATE AMENDMENTS 2015 IMC W/STATE AMENDMENTS 2015 IFC W/STATE AMENDMENTS 2014 NATIONAL ELECTRICAL CODE 2015 WASHINGTON ENERGY CODE CONSTRUCTION TYPE: IIB USE GROUP CLASSIFICATION: MERCANTILE S-1 MODERATE HAZARD STORAGE NON–SEPARATED MIXED USE GROUPS OCCUPANCY CLASSIFICATION: BUILDING MERCANTILE TENANT MERCANTILE OCCUPANCY LOADS: REFER TO A000 FOR OCCUPANCY LOAD CALCULATIONS TOTAL 297 OCCUPANTS SQUARE FOOTAGE: REFER TO A000 FOR AREA CALCULATIONS TOTAL 10,008 SQ. FT. FIRE SUPPRESSION SYSTEM: YES X NCR DISTANCE TO PUBLIC TOILETS: FOR ADDITIONAL INFORMATION REFER TO SHEET A000. M100 MECHANICAL PLAN & NOTES M200 MECHANICAL DETAILS & LOAD CALCULATIONS M201 MECHANICAL SCHEDULES & SPRINKLER NOTES M300 MECHANICAL SPECIFICATIONS & CALCULATIONS APPROX. 1,040 P100 PLUMBING PLAN & SPECIFICATIONS P200 PLUMBING DETAILS CODE REVIEW * Foot Lack r • Ex'pr€ssr >' Iax;Rider {CLS Library Cannection t " Ben i- • All:ey Kat .I * Lo and Pa Bridge jeweler pS Totally Chi , Bath 8, Body Brovv Arc- ' I' I • francesci's • 15f�ns 1�ttc rks Staraucks °rckle I f • D6sney Store • illi A -Behr W+orksh op • Hliftial tris ' JCPenney jThe Cell Place I ' Serenity d61 .5p� !SEPARATE PERMIT 1 REQUIRED FOR: Q'iJlechanical Iectrical �l F�Iumbing G2s Piping .. Tukwila REVISIONS 1 No changes shall be made to the scope of work \lrithout prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. AFF BOH CG CLG CONC. DWG. EMB EMT EQ EX'G/EXIST. FE FRP FR GA GC GYP. BD. MIL NC NIC NTS OC PAF PLYWD. PM REQ'D. SMS STL THK TYP VIF WC ABOVE FINISH FLOOR BACK OF HOUSE CORNER GUARD CEILING CENTERLINE CONCRETE DRAWING EMBEDMENT ELECTRICAL METALLIC TUBING EQUAL EXISTING FIRE EXTINGUISHER FIBERGLASS REINFORCED PANELS FIRE RATED GAUGE GENERAL CONTRACTOR GYPSUM BOARD METAL NO CHANGE NOT IN CONTRACT NOT TO SCALE ON CENTER POWDER ACTIVATED FASTENER PLYWOOD PROJECT MANAGER REQUIRED SHEET METAL SCREW STEEL THICK TYPICAL VERIFY IN FIELD WATER CLOSET FIXTURE PLAN ABBREVIATIONS: AL ALTERATION ROOM BR BW CW FR MO MT SF ST WP FINISHED WOOD GRANULAR FILL POURED CONCRETE CONCRETE BLOCK FACE BRICK PLYWOOD RIGID INSULATION BATT INSULATION GYPSUM BOARD E1.01 ELECTRICAL POWER PLAN BACK E200 SECURITY DATA AUDIO VIDEO SYSTEMS PLAN FRONT E201 SECURITY DATA AUDIO VIDEO SYSTEMS PLAN BACK E210 SECURITY LOSS PREVENTION DETAILS E300 ELECTRICAL LIGHTING PLAN (FRONT) E301 ELECTRICAL LIGHTING PLAN (BACK) E400 ELECTRICAL SCHEDULES E401 ELECTRICAL EMS DETAILS REVIEWED DEMI DENIM iaaia 0.i.. 0UhU. c:uiui DEEM 13MM= ■.■■. c:uuau cauaa DENIM hill CM= .INI ..i.I 111111 CHIME 131111=1 • FOR 'ff°1" CIMIN D UUUUD .INI h1lNI 11111 APPROVED E500 ELECTRICAL SPECIFICATIONS OCT 2 6 2011 ROUGH WOOD METAL CERAMIC 11LE ASPHAULT PAVING — LEASE LINE S100 GSN AND TYPICAL DETAILS S200 OVERALL FLOOR PLAN S201 PARTIAL FLOOR AND FRAMING PLANS S202 OVERALL ROOF FRAMING PLAN S300 FRAMING SECTIONS AND DETAILS S400 FIXTURE DETAILS City of Tukwila — EXISTING DEMISING PARTITION BREAK ROOM 6ACKWRAP CASHWRAP FITTING ROOM MANAGER'S OFFICE MONITOR SALES FLOOR STOCK ROOM WALL PANEL NEW DEMISING PARTITION EXISTING PARTITION NEW PARTITIONS TO CEILING . s royal of construction the violation of any adopted code or Cd approved Field ////////1 NEW PARTIAL STOPS SHORT OFGCEILING PARTITIONSHT RECEIVED CITY OF TUKWIL PARTITION OR MATERIAL TO BE REMOVED SPACE LOCATION PLA\ \OT USED 3AWI\G I\DEX 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB–CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE 09/13/17 09 13 17 REV; DATE DESCRIPTION LANDLORD REVIEW PERMIT SUBMITTAL REGISTRATION SEAL DESCRIPTION FREDERICK J. GOGLIA ARCHITECT, NCARB, RDI 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,182 SF 760.1 SM SUPPORT 1,826 SF 169.6 SM TOTAL 10,008 SF 929.7 SM /0,10. PROJECT NO: DRAWN BY: CHECKED BY: 170237 LLJ LLJ PROTO VERSION 04.13.2015 109/13/17 STORE #87 � 0 FU3 di JON SPACE #718 LTR# WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATT. R_ TITLE SHEET 1 PLU INC PLA\ 1/4" = 1' — 0" NEW HANDICAPPED WATER CLOSET SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. NEW HANDICAPPED LAVATORY SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. EXTEND AND CONNECT NEW 1" COLD WATER PIPING TO EXISTING COLD WATER PIPING. FIELD VERIFY EXACT SIZE AND LOCATION. EXTEND AND CONNECT NEW 4" SANITARY TO EXISTING SANITARY PIPING. FIELD VERIFY EXACT LOCATION AND SIZE. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL NEW 4" VENT THRU ROOF. TERMINATION OF VENT THRU ROOF TO BE LOCATED A MINIMUM OF 10 FT DISTANCE FROM ANY FRESH AIR INTAKE. FIELD VERIFY EXISTING CONDITIONS. COORDINATE WITH LANDLORD ON EXACT LOCATION. O NEW 3" FLOOR DRAIN. REFER TO SCHEDULE AND DETAIL FOR ADDITIONAL INFORMATION. NEW TRAP PRIMER SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND DETAIL FOR ADDITIONAL INFORMATION. PLUMBING CONTRACTOR TO SUPPLY AND INSTALL A MANUAL MIXING VALVE UNDER BREAK ROOM SINK (1 C.S.). SET MAX DISCHARGE TEMPERATURE NOT TO EXCEED 110'F FROM REACHING PLUMBING FIXTURES PER CODE. EXISTING PLUMBING FIXTURES NOT BEING REUSED ARE TO BE REMOVED. FIELD VERIFY EXACT LOCATIONS AND SIZES. CAP WATER, SANITARY, AND VENT LINES BACK TO POINT OF REUSE. PATCH FLOOR/WALL BACK TO "LIKE NEW" CONDITION. REFER TO DEMOLITION PLAN FOR FURTHER INFORMATION. EXISTING 3/4" COLD WATER PIPING TO ADJACENT TENANT TO REMAIN. FOR REFERENCE ONLY, AVOID WITH ALL NEW CONSTRUCTION. 11/2" 2" EXTEND AND CONNECT NEW 4" SANITARY PIPING TO EXISTING ,.7 SANITARY PIPING. FIELD VERIFY ,.e' EXACT ZE SIANVD LOCATION. ,.'' �� 11/2 ��_� ..°4-)11,,,,•'-2"V 4" i>% .�� • .. ... 2" . .% � NOTE: ALL NEW VENT PIPING PASSING THROUGH CEILING PLENUM AREA SHALL BE CAST IRON. 11/2" 2" NEW 3" W.C.O. INCREASE VENT TO 4" 1 /2"C.W. FROM T.P. (TYP.) NEW 4" VENT THRU ROOF PROVIDED BY LANDLORD. ENSURE VENT IS 10'-0" AWAY FROM ANY OUTSIDE AIR INTAKE. COORDINATE —4"V WITH LANDLORD. 11/2 2" SA\ITA ,,,,,,-)N 1 /2"CW 1. C.S MIXING NEW 10—GALLON ELEC. WATER HEATER 1 /2"HW TO 1 C.S. T.P.R.V. SAFE PAN MIN. 6" HIGH & SEALED WATER TIGHT. MIN. 6" CLEARANCE ALL AROUND WATER HEATER. 3/4"HW OUT 3/4"CW IN 3/4"CW PROVIDE SHUT OFF VALVE IF REQUIRED —� EXIST. 3/4" C.W. LINE 1 /2"CW 2.% 1/2"HW (120'F) 3/4"CW M.S. 3/4"CW 1"CW NEW WATER METER RPZ BACKFLOW PREVENTOR EXPANSION TAN K DRAIN LINE FROM SAFE PAN. ROUTE TO MOP SINK DRAIN LINE FROM T.P.R.V. ROUTE TO MOP SINK VALVE 3/4"CW 4 w.c. 1 /2„ CW 1 /2 "CW WALL T.P. LAV. 1 /2 "CW 1 /2"Hw INSTANTANEOUS WATER HEATER (WH -2) (TYP) (2)1/2"CW LINES TO FLOOR DRAINS DU -4 DISTURBUTION UNIT t 1/2"CW P.O.C. INCREASE TO 1" AS REQUIRED NOTE: ALL NEW HOT AND COLD WATER LINES SHALL BE INSULATED WALL LAV. 1 /2"CW 1 /2"HW 3 WATE �ISE� DIAGAVI N.T.S. FIXTURE DATA CONNECTION DATA REMARKS FIXTURE QTY. MFG. CATALOG NO. COLOR SOIL SIZE VENT SIZE TRAP WATER COLD HOT WATER CLOSET 2 AMERICAN STANDARD 2467.100 CADET WHITE 4" 2" 4" 2" --- 1.1 GPF, 16-1/2” HIGH, PRESSURE ASSISTED, ELONGATED BOWL, LEFT HANDED TRIP LEVER, ADA COMPLIANT. CHURCH 9500C OPEN FRONT SEAT COVER LAVATORY 2 AMERICAN STANDARD 0355.012 LUCERNE WHITE „ 1 1 �» 1 � �� �� �� COENTERSETTRFAOUCET: SUS INA, LOAN,» MODEL# EBF -650, 4" CENTERSET, BATTERY POWERED, SENSOR ACTIVE, 0.5 GPM SPRAY HEAD. FLOOR DRAIN 2 *ZURN Z-4158 ---- 3" 2" 3" --- --- W/6" STRAINER AND 1/2" TRAP PRIMER CONNECTION WALL CLEAN OUT 2 *JOSAM ---- — --- SEE RISER --- --- --- --- C.W. TRAP PRIMER 1 *PPP PR -500 — — —-- --- --- 2'° --- PROVIDE WITH DU -4 DISTRIBUTION UNIT. MOP SINK 1 FIAT MSB -2424 WHITE 3" 2" 3" 1 " /2 1 „ /2 CENTRAL BRASS COMPANY FAUCET 0054—YRC—Q FIAT HOSE 832—AA FIAT MOP RACK 889—CC 1 COMPARTMENT SINK 1 ELKAY LRAD252163 STAINLESS 11/2" i 11/2" 1 / / 1 18 GAUGE 1 COMP. SINK. MOUNT STAINLESS STEEL 25"X21 "X6" 3—HOLE FAUCET: ELKAY SINGLE—HANDLE, MODEL# LK1000 WATER HEATER (WH -1) 1 A.O. SMITH DEL -10 ____ --- --- 4 IN 4°° OUT TANK TYPE WATER HEATER, 1500 WATTS, 120V, 1PH, 7GPH. PROVIDE DRAIN VALVE, T & P RELIEF, AND DRAIN PAN. EXPANSION TANK 1 AMTROL ST -5 ---- --- --- --- 4" 2 GAL. WATER HEATER EXPANSION TANK LEAD FREE RPZ BACKFLOW PREVENTOR 1 WATTS LF009 ---- --- --- --- 1 " --- RELIEF VALVE TO DISCHARGE TO MOP SINK. WATER HEATER (WH -2) 2 EeMAX SP3208 ---- --_ ___ ___ %" IN /8 OUT INSTANTANEOUS TYPE WATER HEATER, 3000 WATTS, 208V, 1PH, 0.3GPM, 41'F TEMP RISE. UNIT SHALL HAVE REPLACEABLE FILTER IN INLET AND 0.5 GPM CONSTANT FLOW REGULATOR MIXING VALVE 1 WATTS LFMMV ---- --- --- --- 2" 2' VALVE THERMOSTATIC UNDER THE BREAK ROOM SINK, CONNECT TO 1/2" PIPE SIZE, ADJUST TEMPERATURE SELECTION W/LOCKING FEATURE, ASSE 1017, CSA B125 CERTIFIED. * OR APPROVED EQUAL PLUIV 31\G FIXTURE SCHEDULE PLUMBING FIXTURE SANITARY FIXTURE QUANTITY SANITARY FIXTURE UNIT EA. SANITARY FIXT. UNIT TOTAL VENT SIZE EACH C.W. F.U. EACH C.W. F.U. TOTAL WATER CLOSET 2 4 8 2" 5 10 LAVATORY 2 1 2 11/2" 2 4 EMERGENCY FLOOR DRAIN 2 0 0 2" — — TRAP PRIMER 1 — — — % 2 MOP SINK 1 2 2 2" 3 3 1 COMP SINK 1 2 2 11/2" 2 2 TOTALS SERVICE CONNECTION SIZE 14 — 19.5 SAN. VENT C.W. 4" 4" 1" PLUMI3I\G FIXTURE CALCULATIO\S REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 6 2017 City of Tukwila BUILDING DIVISION EXISTING HOSE BIBB ON EXTERIOR WALL TO REMAIN. FIELD VERIFY EXACT LOCATION AND SIZE. NEW INSTANTANEOUS TYPE WATER HEATER SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND RISER DIAGRAMS FOR ADDITIONAL INFORMATION. COORDINATE WITH ELECTRICAL CONTRACTOR. INCOMING WATER TEMPERATURE AT 52T, 41'F RISE FOR 93T MAX TEMPERATURE. O NEW WALL CLEAN OUT. REFER TO SANITARY RISER AND DETAIL FOR ADDITIONAL INFORMATION. O NEW MOP SINK SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. 10 NEW 10 GALLON ELECTRIC WATER HEATER SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE AND RISER DIAGRAMS FOR ADDITIONAL INFORMATION. COORDINATE WITH ELECTRICAL CONTRACTOR. PLUMBING CONTRACTOR TO PROVIDE AND INSTALL NEW WATER METER. COORDINATE WITH LANDLORD EXACT TYPE AND LOCATION. ALL OF THE PLUMBING/PIPING WORK IS NOT NECESSARILY SHOWN OR NOTED ON THESE DRAWINGS. THE CONTRACTORS SHALL VISIT THE JOB SITE AND FIELD VERIFY ALL EXISTING CONDITIONS RELATED TO THE WORK PRIOR TO BIDDING. THOSE ITEMS NOT SHOWN OR NOTED BUT WHICH ARE DEEMED NECESSARY FOR REMOVAL OR RELOCATION BY OWNER OR HIS REPRESENTATIVE SHALL BE PART OF HIS CONTRACT. THE SUBMISSION OF THE PROPOSALS SHALL BE CONSIDERED EVIDENCE THAT THE CONTRACTORS HAVE VISITED THE SITE. NO EXTRA PAYMENTS WILL BE ALLOWED THESE CONTRACTORS ON ACCOUNT OF EXTRA WORK MADE NECESSARY BY HIS FAILURE TO VISIT THE JOB SITE. SAN. ST -V PLUMBING CONTRACTOR TO PROVIDE LABEL ON OUTSIDE OF ACCESS PANEL DOOR DESCRIBING WHAT IS BEHIND PANEL, SUCH A "WATER SHUT—OFF VALVE." COORDINATE WITH UNIQLO REPRESENTATIVE FOR EXACT TYPE/LOOK OF LABEL REQUIRED. LABELS ON ACCESS PANEL DOORS TO BE ONLY ON PANELS OUTSIDE OF SALES AND FITTING ROOM AREA. V.T.R. C.I. F.C.O. W.C.O. F.D. 2.C.S. SANITARY SEWER LINE STORM SEWER LINE VENT LINE TEMPERED WATER SUPPLY LIE COLD WATER SUPPLY LINE HOT WATER SUPPLY LINE SHUT—OFF VALVE BACKFLOW PREVENTER VENT THRU ROOF CAST IRON FLOOR CLEAN OUT WALL CLEAN OUT FLOOR DRAIN 2 COMP SINK T.P.R.V. P.O.C. E.D.F. S.S. M.S. LAV. UR. W.C. A.F.F. B.F.F. TEMPERATURE PRESSURE RELIEF VALVE POINT OF CONNECTION ELECTRIC DRINKING FOUNTAIN SERVICE SINK MOP SINK LAVATORY URINAL WATER CLOSET ABOVE FINISHED FLOOR BELOW FINISHED FLOOR WATER METER W.H. B.F.P D.F. WATER HEATER BACK FLOW PREVENTER DRINKING FOUNTAIN PLUMBING CONTRACTOR TO PROVIDE BACKFLOW PREVENTER DEVICE. COORDINATE WITH UNI QLOS' ARCHITECT/ENGINEER PRIOR TO LOCATING BACKFLOW PREVENTER DEVICE. A PERSON CERTIFIED BY THE WASHINGTON STATE DEPARTMENT OF HEALTH UNDER CHAPTER 246-292 WAC TO INSPECT (FOR CORRECT INSTALLATION AND APPROVAL STATUS) AND TEST (FOR PROPER OPERATION), MAINTAIN AND REPAIR (IN COMPLIANCE WITH CHAPTER 18.106 RCW) BACKFLOW PREVENTION ASSEMBLIES, DEVICES AND AIR GAPS. NEW ONE COMPARTMENT SINK SUPPLIED AND INSTALLED BY PLUMBING CONTRACTOR. REFER TO SCHEDULE FOR ADDITIONAL INFORMATION. PROVIDE NEW REGULATOR SET TO BE SET FOR 0.5 GPM (BREAK ROOM FAUCET TO BE 1.5 GPM MAXIMUM AT 60 PSI). RECEIVED CITY OF TUKWILA OCT 232017 PERMIT CENTER <EYED \OTES PLUV3I\G CONTRACTOR V31\G SYIVSOLS LEGE\3 U 2015 ARCVISION, INC NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI. ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE OTHERS. FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. THE GENERAL CONTRACTOR AND/OR ALL SUB—CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS DO NOT APPEAR CORRECT, ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. DATE ( DESCRIPTION 09/13/17 LANDLORD REVIEW 09/13/17 PERMIT SUBMITTAL REGISTRATION SEAL DESCRIPTION ROBERT L. QUEATHEM ENGINEER 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 PH. (314) 415-2400 FAX (314) 415-2300 www.arcv.com PROJECT AREA BREAKDOWN SALES 8,181 SF SUPPORT 1,826 SF TOTAL 10,007 SF PROJECT NO: 170237 DRAWN BY: BSH CHECKED BY: SLP 760.1 SM 169.6 SM 929.7 SM PROTO VERSION 04.13.2015 09/13/17 STORE # SPACE #718 WESTFIELD SOUTHCENTER 2800 SOUTHCENTER MALL SEATTLE, WA PLUMBING PLAN + SPECS IHANDICAP SPECIFICATIONS: ARCHITECTURAL BARRIERS ACT 42/USC. 4151-4157 I I s I GENERAL THE WORK COVERED BY THESE SPECIFICATIONS INCLUDES BUT IS NOT LIMITED TO PROVIDING ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLY WITH REQUIREMENTS OF THIS FACILITY. REFER TO ARCHITECTURAL SHEET A550 FOR ADA REQUIREMENTS AND CLEARANCES OF PLUMBING FIXTURES. PLUMBING FIXTURES --Ar- VACUUM BREAKER MOP HANGER A. WATER CLOSET (STANDARD) - AS IDENTIFIED ON PLANS - 1/2" C.W. SUPPLY AND 4" VENTED WASTE. FORCE REQUIRED TO ACTIVATE FLUSH VALVE LEVER TO BE 5 LBS. MAXIMUM (4.16.5) B. LAVATORY AS IDENTIFIED ON PLANS WITH FAUCET, 1/2" C.W. AND H.W. SUPPLY AND 1-1/2" VENTED WASTE. u HEAT TRAP E , .1 0 - 1 SERVICE FAUCET WITH e EXPOSED WATER AND DRAIN PIPING BELOW LAVATORY SHALL BE INSULATED WITH "PLUMBEREX" (OR EQUAL) PIPE COVERS. ® HANGER ROD , I NOTE: REFER TO ELECTRICAL S DRAWING FOR DISCONNECT VACUUM BREAKER FAUCET CONTROLS SHALL BE OF THE TYPE NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF WRIST AND AN Eli OPERATING FORCE NOT EXCEEDING 5 LBS. SWITCH INFORMATION. OM 4-1 __ I S GATE VALVE (TYR.) V SELF-CLOSING VALVES SHALL BE OF THE TYPE REMAINING OPEN FOR AT LEAST 10 SECONDS. v ( ELECTRIC UNION (TYP.) WATER C. CLEAN-OUTS - SHALL BE AS MANUFACTURED BY JOSAM, ZURN, OR EQUAL, AND SHALL BE INSTALLED AT ALL BENDS, _ 3 L� DD �I0�00il1 HEATER I 30"HOSE—� ANGLES, AND ENDS OF ALL WASTE AND SEWER LINES, AS CALLED FOR ON THE DRAWINGS AND AS REQUIRED BY LOCAL 0 _ CODES. ALL CLEAN-OUTS SHALL BE FLUSH WITH FINISHED FLOOR TO GRADE, AND IN ALL CASES, SHALL BE PROVIDED WITH SUFFICIENT SPACE FOR RODDING. PIPE INSULATION PROVIDE �-� ,�de�_♦-� SEISMIC STRAPPING HOSE BRACKET D. FLOOR DRAIN AS IDENTIFIED ON PLANS. CAST IRON DRAIN WITH NICKEL-BRONZE ADJUSTABLE STRAINER; INSIDE CAULK. � I - , �INSULATION PER CODE AND CLAMPING DEVICE WHERE REQUIRED. PROVIDE WITH TRAP PRIMER TAP AND TRAP PRIMER WHERE INDICATED. SHALL BE RUNOUTLET i'CONTINUOUS te-1= THRU HANGERST & P RELIEF VALVE. E. WATER HEATER - MANUFACTURER AS IDENTIFIED ON PLANS. REFER TO PLUMBING DRAWING TO DETERMINE IF NEW WATER DISCHARGE TO // APPLY SILICONE SEALANT HEATER IS A TANK TYPE OR IS OF THE INSTANTANEOUS VARIETY. \ • PIPE BETWEEN MOP SINK AND MOP SINK ADJACENT SURFACES , NOTE: OWNERS GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION OF ALL TOILET ACCESSORIES INSULATION PROTECTION SHIELD. THERMAL USE 16 GAUGE SHEET STEEL, 2 GAL. ,� INCLUDING SUPPORT BLOCKING INSIDE WALL. 2 PIPE DIAMETERS LONG, EXPANSION TANK MATERIALS 120 DEGREES SUPPORT, OR ; ( SEISMIC STRAPPING 24 FIGURE 167. f A. SANITARY SEWER - MATERIALS FOR DRAINAGE PIPING SHALL BE IN ACCORDANCE WITH ONE OF THE REFERENCED GRINNEL (MIN. 4" ABOVE ALL - STANDARDS IN TABLE 701.1 OF 2015 UPC EXCEPT THAT: CONTROLS) \ \ (1) NO GALVANIZED WROUGHT-IRON OR GALVANIZED STEEL PIPE SHALL BE USED UNDERGROUND AND SHALL BE KEPT 424"x24"x9" GALV. SHEET NOT LESS THAN 6 INCHES (152 MM) ABOVE GROUND. (2) ABS AND PVC DWV PIPING INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STANDARDS IN METAL 16 GA ( ) L ' ' TABLE 1701.1. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A MAXIMUM FLAME-SPREAD INDEX OF DRAIN PAN SMOKE-DEVELOPED INDEX OF 50, WHEN TESTED IN ACCORDANCE WITH ASTM E-84 AND UL '''IN 25 AND A MAXIMUM 723. -N- ry ry 3/4" DRAIN LINE FROM SAFE MOUNTING SHELF, PAN. ROUTE TO MOP SINK REFER TO PER CODE. ARCHITECTURAL SHEETS (3) NO VITRIFIED CLAY PIPE OR FITTINGS SHALL BE USED ABOVE GROUND OR WHERE PRESSURIZED BY A PUMP OR EJECTOR. THEY SHALL BE KEPT NOT LESS THAN 12 INCHES (305 MM) BELOW GROUND. (4) COPPER TUBE FOR DRAINAGE AND VENT PIPING SHALL HAVE A WEIGHT OF NOT LESS THAN THAT OF COPPER DRAINAGE TUBE TYPE DWV. (5) STAINLESS STEEL 304 PIPE AND FITTINGS SHALL NOT BE INSTALLED UNDERGROUND AND SHALL BE KEPT NOT LESS THAN 6 INCHES (152 MM) ABOVE GROUND. (6) CAST-IRON SOIL PIPE AND FITTINGS SHALL BE LISTED AND TESTED IN ACCORDANCE WITH STANDARDS REFERENCED IN TABLE 1701.1. SUCH PIPE AND FITTINGS SHALL BE MARKED WITH COUNTRY OF ORIGIN AND IDENTIFICATION OF THE ORIGINAL MANUFACTURER IN ADDITION TO MARKINGS REQUIRED BY REFERENCED STANDARDS. P 1 P= H A\ G E D ETA I L WATE H EAT E V 0 U\ T I\ G D ETA I L V 0 P S I\'< D ETA L C TVENT HAT: PIPE AND FITTINGS SHALL COMPLY WITH THE APPLICABLE STANDARDS REFERENCED IN TABLE 701.1, EXCEPT N.T.S. N.T.S. N.T.S. (1) NO GALVANIZED STEEL OR 304 STAINLESS STEEL PIPE SHALL BE INSTALLED UNDERGROUND AND SHALL BE NOT LESS THAN 6 INCHES (152 MM) ABOVE GROUND. (2) ABS AND PVC DWV PIPING INSTALLATIONS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STANDARDS IN TABLE 1701.1. MATERIALS EXPOSED WITHIN DUCTS OR PLENUMS SHALL HAVE A MAXIMUM FLAME-SPREAD INDEX OF 25 AND A MAXIMUM SMOKE DEVELOPED INDEX OF 50, WHEN TESTED IN ACCORDANCE WITH ASTM E-84 AND UL 723. D. DOMESTIC WATER AND HOT WATER PIPING TO BE COPPER TYPE "L" INSULATED WITH ARMAFLEX OR EQUIVALENT INSULATING TO A THICKNESS OF 1". WATER LINES BELOW GROUND SHALL BE TYPE "K" WITH WELDED JOINTS. PIPING SHEET LEAD FLASHING INTO STACK ../- TURN LEAD DOWN 5LB. LEAD FLASHING SHALL BE TO CHIPPED CONCRETE WITH A SLOPE TO CLAMP DEVICE. PROVIDE SHRINK SPOUT UNDER LEAD FLASHING REQUIRED TO FACILITATE POSITIVE (ANY FLASHING MATERIALS OTHER FORMED POSITIVE NON- AS SLOPE THAN ( ; I I 1 A. PIPING AND FITTINGS SHALL BE OF THE WEIGHTS AND TYPES SHOWN ON DRAWINGS. SIZES SHOWN ON ON DRAWINGS ARE NOMINAL PIPE SIZES. B. ALL PIPING SHALL BE INSTALLED PARALLEL TO, OR AT RIGHT ANGLES WITH THE BUILDING WALLS AND PARTITIONS AND SHALL BE INSTALLED WITH THE PROPER PITCH. C. ALL PIPING SHALL BE UPENDED AND POUNDED TO REMOVE ANY FOREIGN MATERIAL PRESENT AND SHALL BE SWABBED IF NECESSARY. CHROME WALLCOVER MOP-IN WITH ROOFING MATERIAL LEAD IS UNACCEPTABLE. MINIMUM WIDTH OF FLASHING SHALL BE 24"). D. DOMESTIC WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH SECTION C403.2.8 AND TABLE C403.2.8 OR SECTION C404.6 OF THE WASHINGTON STATE ENERGY CODE, AS APPLICABLE. AND SCREW MAY EXTEND AS-� ADJUSTABLE ( � WASTE OR VENT 12" N - z I STRAINER 1/2" CW FINISH FLOOR SLOPE TO DRAIN PREPARING PIPE (MIN.) ° A. SCREWED PIPE SHALL BE INSTALLED WITH PIPE COMPOUND APPLIED TO THE MALE THREAD WITH NOT MORE THAN TWO ROOFING TO TRAP PLUGGED TEE ° � - ° THREADS LEFT EXPOSED. PIPE SHALL BE REAMED AFTER THREADING. w/ CLEANOUT I PRIMER � - v •�r " � - - ! - f>° B. COPPER JOINTS SHALL BE MADE UP WITH LEADLESS 95-5 SOLDER. 1111111 ° FLOOR LINE ��j���������j�����j���j ° o _ HANGERS AND SUPPORTS i I ,a ,a HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 10 -0 WITH SWIVEL SPLIT PIPE HANGERS EQUAL CAST IRON FLOOR DRAIN TO CRANE #199F OR GRINNELL #104. VERTICAL PIPING SHALL BE SUPPORTED BY MEANS OF WROUGHT IRON CLAMPS ` ROOF STRUCTURE SUSPENDED FROM THE UNDERSIDE OF STRUCTURE WITH HANGER RODS. � CORE DRILL 10"0 _- 1/8 BEND \ 1 SLEEVE ROOF CONSTRUCTION) AS REQUIRED AND 40 HOLES VALVES 1/8 BEND IF -IICLEANOUT - ; THREADED OR CAULK OUTLET - NOTE: THE GENERAL ALL VALVES SHALL BE BRASS AND MANUFACTURED BY CRANE, NIBCO, STOCKHAM, LUNKENHEIMER, NORDSTROM, GRINNELL OR OCCURS - WASTE LINE CONTRACTOR SHALL PROVIDE EQUAL. AT END OF LINE LENGTH TO SUIT INCREASE AS REQUIRED OUTLET A ONE PIECE WATER PROOF MEMBRANE FLOOR AND BASE TESTING AND ADJUSTING WASTE LINE CONTRACTOR SHALL DEMONSTRATE OPERATION OF PIPING SYSTEM TO FULL SATISFACTION OF TENANT. ALL PIPING SHALL ' IN THE TOILET ROOM(S). I • { WITHSTAND AIR PRESSURE TESTING PER GOVERNING CODES. `r `,/r— _ ;y: , • z GUARANTEE I I ;,-• - `"4''' STONE BASE \—,�,��,_' -' I I 11 III —_- —I I 11 I_I 1_ 1 _ I I ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER DATE OF ACCEPTANCE. THE COMPLETED PLUMBING SYSTEM SHALL BE FULLY OPERATIONAL AND ACCEPTANCE BY TENANT SHALL BE A CONDITION OF THIS CONTRACT. ALL WORK FOUND TO BE DEFECTIVE SHALL BE REPAIRED OR REPLACED BY THIS SUBCONTRACTOR WITHOUT ADDITIONAL COST TO THE TENANT. I I WALL CL-A\0_,T DETAIL 5 VE\T TH 0JG- '00E- DETAIL I6 FL00 D Al \ W/TAP P'I V E' DETAIL ,. _ -L, V 31 \G SPECIFICATIO\S N.T.S. N.T.S. N.T.S. _ N.T.S. NOTE: = NOTE: PROVIDE TRAP PRIMERS FOR DRAINS AS REQUIRED BY LOCAL AUTHORITIES OR CODE. 1/2" CW CONNECT TO TOP OF COLD WATER INSULATE PIPING BELOW LAV PER HANDICAPPED REQUIREMENTS. SINGLE LEVER FAUCET II II 11 IT COLD WATER MAIN. FAUCET LINE c LAV-----„,k 1/2" CW CONCEALED IN WALL. BALL VALVE TRAP PRIMER TEMPERED11111SsiNisi4N DISTRIBUTION J FLOW CONTROL WATER UNIT i CEILING H.W. ,_ COLD WATER COMPRESSION 1 1/2" PRIMING LINE WH---‘C. W C.W. CONNECTION r�r 3/8" CHROME TUBING (TYP.) FLOOR FLOOR REVIEWED FOR DRAIN ' DRAIN "�— ANGLE VALVE TEMPERING MIXING VALVE 1 /2" COLD AND HOT ; , CODE COMPLIANCE • ,..: .... :�,. HOT WATER WATER STUB APPROVED S .... : ,< r° II) OUT IN WALL. ®CTQ�� l J l 1 ` E.__ FINISHED FLOOR RECEPTACLE BY ELECT CONTR Q STOP VALVES '� ll II COLD WATER City of Tukwila LJLD1NG DIVISION O RECEIVED CITY OF TUKWILA (PRESISION PLUMBING PRODUCTS MODEL# PR-500 WITH DU-2) OCT 2 3 2017 G 1, 7 0 ..1 1 6 PERMIT CENTER 7 TAP P IVE. DETAIL I I\STA\TA\EOUS WATER HEATED DETAIL 9 vIXI\G VALVE U\DEQ SI\< DETAIL _ \OT USED N.T.S. N.T.S. N.T.S. 2015 ARCVISION, INC I DATE DESCRIPTION REGISTRATION SEAL PROJECT AREA BREAKDOWN . ; 09/13/17 LANDLORD REVIEW STORE # NO MODIFICATIONS TO TEMPLATE SET BY ANY OTHER ARCHITECT WITHOUT UNIQLO APPROVAL. 09/13/17 PERMIT SUBMITTAL ROBERT L. QUEATHEMSALES 8,181 SF 760.1 SM SUPPORT 1826 SF 169.6 SM SPACE #718 THIS DRAWING, THE DESIGN INDICATED, THE FORMAT AND ARRANGEMENTS ARE THE PROPERTY OF FREDERICK J. GOGLIA, NCARB, RDI ENGINEER REVI DATE DESCRIPTION NAME f WESTFIELD SOUTHCENTER P200 ANY USE OR REUSE OF ORIGINAL OR ALTERED DESIGN MATERIALS BY THE CLIENT, AGENTS OF THE CLIENT OR OTHER PARTIES OTHERS. I xE 1950 CRAIG ROAD, SUITE 300 ST. LOUIS, MO 63146 A` TOTAL 10 007 SF 929.7 SM # WITHOUT THE REVIEW AND WRITTEN APPROVAL OF THE DESIGN PROFESSIONAL SHALL BE AT THE SOLE RISK OF THE r FURTHERMORE THE CLIENT AGREES TO DEFEND, INDEMNIFY AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ALL CLAIMS, ' FAX (314) 415-2300 �'.. `'� ' _ 2800 SOUTHCENTER MALL INJURIES, DAMAGES, LOSSES, EXPENSES AND ATTORNEY'S FEES ARISING OUT OF MODIFICATION OR REUSE OF THESE MATERIALS. _i PH. (314) 415-2400 www.arcv.com k. � _ PROJECT NO: 170237 �� DRAWN BY: SEATTLE, WA THE GENERAL CONTRACTOR AND/OR ALL SUB-CONTRACTORS WORKING FROM THESE PLANS AND SPECIFICATIONS ARE NOT TO SCALE SUCH INFORMATION BUT TO CONTACT THE ARCHITECT OR HIS REPRESENTATIVE REGARDING MEASUREMENTS, IF SUCH MEASUREMENTS I r _ �= �• 4 � 5,/ BSH DO APPEAR CORRECT ADD UP PROPERLY OR SCALE CORRECTLY TO THE INDICATED SIZE. i ,,' �'t CHECKED BY: SLP NOT 1 i �, I � l `1Q r�� PROTO VERSION 04.13.2015 09/13/17 PLUMBING DETAILS