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Permit PG19-0085 - TUKWILA JUSTICE CENTER - UNDERGROUND LAYOUT AND PIPING, WASTE AND VENT PIPING, FIXTURE AND TESTING
TUKWILAJUSTICE CENTER 15001 TUKWILA INTERNATIONAL BLVD FINALED 8/12/2020 PGI 9-0085 Parcel No: Project Name: City of Tuko*x^U �� Department of Community`Development 63V0SputhcenterBoulevard, Suhe#1V0 Tukwila, Washington 9@18g Phone: 206-431-3670 Inspection Request Line: 206-438'9350 VVebs|te:httn://www.TukmUaVVA.mpv PLUMBING/GAS PIPING PERMIT 0041000517 Permit Number: PG19'0005 1500ITUKxV|LA|NTLBLVDBLDG Issue Date: 7/8/2019 Permit Expires On: 1/4/2820 TUKWILA JUSTICE CENTER Owner: Name: Address: Contact Person: Contractor: Name: License No: Lender: Name: Address: TUKWILA CITY OF 6I00SOUTH[ENTER8LVD'TUKVV|U\ WA, 98188 ]ONVEmEDKT 24Z30ROBERTS DR, BLACK DIAMOND, WA, 98O1O REDLINE MECHANICAL POBOX 7Zl.[NVw1CL4VV WA, 98022 REDLIw1~835x4&4 ''' Phone: (253)939-6398 Expiration Date: 7/14/2819 DESCRIPTION gFWORK: PRE CONSTRUCTION COORDINATION, UNDERGROUND LAYOUT AND PIPING, WASTE AND VENT PIPING, FIXTURE INSTALLATION AND TESTING. Valuation of Work: $497,328.00 Water District125 Sewer District: VALLEY VIEW Fees Collected: $2,50008 Current Codes adopted bythe City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: VVACZ96-46B: WA State Energy Code: ~J Date: y 2017 20172017 2015 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. SignatureP\ Print NamefCvCF Date: 09- Og- !GJ 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: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 2: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 3: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 4: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 5: 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. 6: 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. 7: 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. 8: 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. 9: 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. 10: 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. 11: 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, 12: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 13: 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 14: ***PUBLIC WORKS PERMIT CONDITIONS*** 15: All backflows shall be installed per manufacturer's specifications and tested by a certified tester, Passing backflow test reports shall be submitted to Mr. Scott Moore, PW Senior Inspector, who shall forward them to Water District #125. Thereafter backflows shall be tested on annual basis at owner's expense and test reports shall be submitted to Water district #125, 3460 S 148th Street, Suite 110, Tukwila, WA 98168, phone (206) 242-9547. 16: Contractor shall contact Valley View Sewer District at (206) 242-3236 for grease trap/sanitary side sewer installation. 17: Backflows installations require Public Works inspection. Please call Public Works at 206 433-0179 to schedule Public Works inspection. 18: Fire protection system design and plans shall be prepared, stamped, signed and dated by a Level III certificate of competency holder (NICET) or by a professional engineer registered in Washington State. 19: Fire backflow prevention devices installed outside of the building and underground, requires that the installer have a NICET Level III certificate of competency or a NICET Lever U contractor's certificate of competency. If the installer is different from the designer, the installer must stamp, sign and date the plans, in addition to the designer's stamp, signature and date. 20: The fire line shall include an approved double check detector valve assembly, installed per City of Tukwila standard detail WS-15 (or) per Water District 125 standards. Coordinate with Water District 125 and the Public Works Inspector. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 1600 PUBLIC WORKS FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://wvvw.TukwilaWA.gov Date Application Accepted: Plumbing/Gas Permit No. Project No. (.19 30— Le Date Application Expires: 6 -» 0 (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.:0041000517 15001 Tukwila International Blvd. Site Address: Suite Number: Floor: Tenant Name: -Gitren-Ttlfcwiia" lasCe PROPERTY OWNER Name: City of Tukwila _. _....... — Address: 6200 Southcenter Blvd City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Jon Benedict Address: 24230 Roberts Drive City: Black Diamond State: WA Zip: 98010 Phone: 425-586-0553 Fax: 360-469-4638 Email: Jon@Redlinemec.com New Tenant: D Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: Redline Mechanical Address: 24230 Roberts Drive City: Black Diamond State: WA Zip: 98010 Phone: 206-730-3960 Fax: 360-469-4638 Contr Reg No.: REDum*835m/vi Exp Date: 7-14-2019 Tukwila Business License No.: BUS-0998310 Valuation of Project (contractor's bid price): $ 497,328 Scope of Work (please provide detailed information): Pre Construction Coordination, Underground Layout and Piping, Waste and Vent Piping, Domestic Water Piping, Fixture Installation and Testing Building Use (per Mel Building Code): Justice Center Occupancy (per Int'I Building Code): 661 Utility Purveyor: Water: City of Tukwila Sewer City of Tukwila HAApplications \Forms -Applications On Line \2011 Applications \Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures ans piping outlets being installed and the quantity ow: Fixture Type Qty Bathtub or combination bath/shower 0 Dishwasher, domestic with independent drain 0 Shower, single head trap 6 Sinks 15 Rain water system — per drain (inside building) 1 Grease interceptor for commercial kitchen (>750 gallon capacity) 1 Each additional medical gas inlets/outlets greater than 5 d Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) 2 Fixture Type Qty Bidet 0 Drinking fountain or water cooler (per head) 0 Lavatory 22 Urinal 4 Water heater and/or vent 2 Repair or alteration of water piping and/or water treatment equipment 0 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 0 Fixture Type Qty Clothes washer, domestic . 0 Food -waste grinder, commercial O Wash fountain 0 Water closet 21 Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors 1 Repair or alteration of drainage or vent piping 0 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets 0 Fixture Type Qty Dental unit, cuspidor 0 Floor drain 37 Receptor, indirect waste 3 Building sewer and each trailer park sewer 2 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 0 Each lawn sprinkler system on any one meter including backflow protection devices 0 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 Numbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: &COLL Print Name: --C - - Mailing Address:630a-Southeenter-Blvd.11T WA 98a48- rt) .B � 7 -- Date: 6-17-2019 t�.c� tb M 0- dLDay Telephone: ,fr - 2 +4 Btr 2-5 3 5c'e l City State Zip HA\Appli®tions\Forms-Applications On Line\2011 Applications\Plumbing Pernilt Application Revised 8-9-1.1,docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK 2;014.83 PG19-0085 Address: 15001 TIJKVI/ILA INTL BLVD BLDG pn: 0041000517 Credit Card Fee 58.68 Credit Card Fee R000.369.908.00.00 0.00 58.68 PLUMBING ,862.25 PERMIT FEE R000.322.100.00.00 0.00 $1,827.25 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $35.00 TECHNOLOGY FEE $93.90 TECHNOLOGY FEE R000.322.900.04.00 0.00 $93.90 TOTAL FEES PAID BY RECEIPT: R18065 $2,014.83 Date Paid: Monday, July 08, 2019 Paid By; RYAN MCMAHAN Pay Method: CREDIT CARD 018034 100111.1111.1.11 Printed: Monday, July 08, 2019 8:44 AM 1 of 1 CnWSYSTEMS DESCRIPTIONS PermitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY I PAID $485.25 PG19-0085 Address: 15001 TUKVVILA INTL BLVD BLDG Apn: 0041000517 $485.25 PLUMBING $485.25 PERMIT FEE R000.322.100.00.00 0.00 $15.75 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R17952 R000.322.103.00.00 0.00 $469.50 $485.25 Date Paid: Thursday, June 20, 2019 Paid By: REDLINE MECHANICAL Pay Method: CHECK 1688 Printed: Thursday, June 20, 2019 12:11 PM 1 of 1 SYSTEMS CO TUKWILA sTnxKIT 6200 SOUTH[ENTEK oLvo TUKNILA, WA 98188 206-433'1870 CITY OF TUKWILA 0017340000802374464500 Date: 07/88/2019 08:43:25 AM CREDIT CARD SALE VISA CARD NUMBER: *****^*+**6928 o TR4m AMOUNT: $2'014.83 APPROVAL O}: 018834 RECORD #: 000 CLERK ID: kandace X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE xaOxs TOTAL AMOUNT o[[OnozmG TO THE CARD ISSUER AGREEMENT Thank you! Merchant Copy Permit Inspections City of Tukwila Permit Number: PG19-0085 Description: TUKWILA JUSTICE CENTER Applied: 6/20/2019 Approved: 7/5/2019 Issued: 7/8/2019 Finaled: 8/12/2020 Status: FINALED Parent Permit: Parent Project: Details: Site Address: 15001 TUKWILA INTL BLVD BLDG City, State Zip Code:TUKWILA, WA 98188 Applicant: TUKWILA JUSTICE CENTER Owner: TUKWILA CITY OF Contractor: REDLINE MECHANICAL PRE CONSTRUCTION COORDINATION, UNDERGROUND LAYOUT AND PIPING, WASTE AND VENT PIPING, FIXTURE INSTALLATION AND TESTING. INSPEGTIONS SCHEDULED DATE COMPLETED DATE TYPE INSPECTOR RESULT REMARKS BACKFLOW - FIRE Scott Moore Notes: PUBLIC WORKS FINAL Scott Moore Notes: BACKFLOW - WATER Scott Moore Notes: 7/9/2019 AM 7/9/2019 GROUNDWORK Russell Steinike PARTIAL APPROVAL 55944 Notes: Partial Area ''A" minus bathroom group East side. 7/12/2019 AM 7/12/2019 GROUNDWORK Russell Steinike PARTIAL APPROVAL 224652 Notes: Area "B" underground 7/22/2019 7/22/2019 GROUNDWORK Russell Steinike PARTIAL APPROVAL Notes: Area "A" to "B'res roo only! 7/25/2019 AM 7/25/2019 GROUNDWORK Russell Steinike APPROVED 174910 Notes: Printed: Thursday, 17 August, 2023 1 of 3 rk SUPERION 12/18/2019 12/18/2019 ROUGH -IN GAS PIPING Bill Centen PARTIAL APPROVAL Notes: 12/18/2019 - BC Partial approval - *Gas piping is under test at 5 psi through east Mechanical shaft between 1st and 2nd floor - ok 12/18/2019 AM 12/18/2019 ROUGH -IN PLUMBING Bill Centen PARTIAL APPROVAL 233945 Notes: 12/18/2019 - BC +Water lines are on test at East echanical shaft oor - 2) copper lines are under test @ 100 psi - ok 1/10/2020 AM 1/10/2020 ROUGH -IN PLUMBING Lee Sipe PARTIAL APPROVAL #6 Notes: THEY WOULD LIKE TO COORDINATE AN AM INSPECTION IF POSSIBLE. CONTACT IS : TYLER 360-410-6814 BILL CENTEN'S CELL WAS ALSO IVEN TO CUSTOMER TO ARRANGE THEY WOULD LIKE TO COORDINATE AN AM INSPECTION IF POSSIBLE. CONTACT IS : TYLER 360-410-6814 BILL CENTEN'S CELL WAS ALSO IVEN TO CUSTOMER TO ARRANGE P/A Area (A) OK - rough -in plumbing DWV & water. 1/27/2020 AM 1/27/2020 ROUGH-IIN PLUMBING Lee Sipe PARTIAL APPROVAL #7 Notes: P/A OK - area A level 2 rough -in plumbing (DWV, water) OK to insulate. 2/7/2020 AM 2/7/2020 ROUGH -IN PLUMBING Lee Sipe PARTIAL APPROVAL #8 OK -rough -in area B only Notes: P/A Approved - rough in Area B only DWV & water on test 2/26/2020 AM 2/27/2020 ROUGH -IN PLUMBING Darrin Graham PARTIAL APPROVAL 34295 Notes: Area C Only - Approved 5/18/2020 5/19/2020 GAS PIPING FINAL Lee Sipe APPROVED Notes: 5/18/2020 5/19/2020 ROUGH -IN GAS PIPING Lee Sipe APPROVED Notes: Printed: Thursday, 17 August, 2023 2 of 3 SUPERION Permit Inspections City of Tukwila 7/21/2020 AM 7/24/2020 PLUMBING FINAL Lee Sipe APPROVED 242148 Notes: 7/24/2020 AM 7/23/2020 ROUGH -IN PLUMBING Lee Sipe APPROVED 385512 Notes: Printed: Thursday, 17 August, 2023 3 of 3 SUPERION .Section 22 13 23 Sanitary Waste Interceptors GB 50 ateat eada GREASE INTERCEPTOR TECHNICAL DATA Submittal I Specifications I Installation I Application Specific Details REVIEWED FOR CODE COMPLIANCE APPROVED JUL 0 5 2019 City of Tukwila BUILDING DM 28" SUBMITTAL RECEIVED JUN 2 0 1019 TUKWILA PUBLIC WORKS RECEIvED CITY OF TUKWILA STANDARD: 4plain end inlet/outlet Capacities - Liquid: 52 gal.; Grease: 249 lbs. (35 gal.); Solids:12.5 galPERMIT CENTER. Pedestrian load rated, bolted, gas/water tight composite cover. (2,000 lbs.) OPTIONS: 0 3' Plain End Inlet/Outlet 0 3' Male Thread Inlet/Outlet 0 4' Male Thread Inlet/Outlet Highway Rated Cover -16, 000 Ibs, Li H20 Load Rated Pickable Cast Iron Covers 0 Integral Membrane Clamping Collar Kit Pumpout Port (Medium) LI AK1 High Water Anchor Kit TeleGlide Risers LI SR24 >3-1/2- - 22' LR24 >22" -37" APPROVAL: SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART a: 4025-001-XX DESCRIPTION: Polyethylene Grease Interceptor 50 GPM - 52 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 REV: 0 _1_1201_ ECO: 9500 Woodend Road I Edwardsville, KS 66111 I Tel: 913-951-3300 I Fax: 913-951-3399 I www.schierproduets.corn C). Copyright 2015 Schier, Ail Rights Reserved page 1 of 5 Section 22 13 23 Sanitary Waste Interceptors SPECIFICATIONS NOTES 1. 4" plain end inleVoutlet 2. Unit weight - w/composite cover: 92 lbs.; w/cast iron cover:147 lbs. 3. Maximum operating temperature:190° F continuous 4. Capacities - Liquid: 52 gal.; Grease: 249 lbs. (35 gal.); Solids:12.5 gal. 5. Built-in Flow control. 8. For gravity drainage applications only. 7. Do not use for pressure applications. 8. Cover placement allows full access to tank for proper maintenance. 9. Vent not required unless per local code. 10.Engineered inlet and outlet diffusers are removable to inspect/clean piping. 11. Integral air relief / Anti -siphon DIFFUSION FLOW TECH NOLOGY The inlet diffuser splits influent into three paths, creating laminar flow and utilizing the entire liquid volume of the tank for efficient grease separation. The calibrated openings greatly reduce effluent turbulence.The effluent enters the main chamber without disturbing the existing grease or sediment layers. The integral air relief/ anti -siphon in the top of the outlet diffuser allows pressure stabilization within the unit during operation. The bottom of the outlet diffuser allows only effluent which is free of grease to exit the tank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts. ENGINEER SPECIFICATION GUIDE Schier Great BasinTM grease interceptor model # GB-50 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Interceptor shall be furnished for above or below grade installation. Interceptor shall be certified to ASME A112.14.3 (type C) and CSA B481.1, with field adjustable riser system, built-in flow control, built-in test caps and three outlet options. Interceptor flow rate shall be 50 GPM. Interceptor grease capacity shall be 249 lbs. Cover shall provide water/gas-tight seal and have minimum16,000 lbs. load capacity. CERTIFIED PERFORMANCE Great Basin hydromechanical grease interceptors are third party performance -tested and listed by IAPMO to ASME #A112.14.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage.They are compliant to the Uniform Plumbing Code and the International Plumbing Code. Pedestrian traffic load rated, bolted, gas/water tight composite covers. (2,000 lbs.). Outlet (Optional) utlet (Standard) A TOP VIEW of inlet and outlet ngineered inlet and outlet diffuser (see description) SECTION A -A Adjustable adapters with up to 3-V2of adjustability Tie down point for anchor kit OUTLET END VIEW SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART #:4025-001-X.X DESCRIPTION: Polyethylene Grease Interceptor 50 GPM - 52 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 REV: 0 __/_/201_ ECO: 9500 Woodend Road 1 Edwardsville, KS 56111 1 Tel: 913-951-3300 I Fax: 913-951-3399 I www.schierproducts.com c-) Copyright 2015 Saner, Alt Rights Reserved page 2 of 5 gection' 22 11 19 Domestic Water Piping Specialties ES-LF009 For Health Hazard Applications Job Name Job Location Engineer Approval LEAD FREE* ',Series LF009 Contractor Approval Contractor's P.O. No Representative JUN 2 0 2019 TUKWILA REVIEWED FOR CODE COMPLIANCE • APPROVED JUL 0 5 2019 Reduced Pressure Zone Assernbfies Sizes:1/4" -3" (8- 80mm) City of T Series LF009 Reduced Pressure Zone Assemblies are desigleSUILDING protect potable water supplies in accordance with national piaillaiwg 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 intemals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replace -able seats for economical repair • Lead Free' cast copper silicon alloy body construction for durability 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4" - 2" (8 - 50mm) • Large body passages provides low pressure drop *Compact, space saving design • No special tools required for servicing 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 intemal 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 arid 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 con- tent. The assembly shall also include two resilient seated isolation vaNes, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of: USC; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. 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 Relief Valve Assembly PUBLIC WORKS LF009 AN, _Test Cock No. 4 Second Check Module Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. NOTICE RECEIVE:. Inquire with governing authortryfy y± iF9al6tion rnirements u , ;:_ PERMIT CENT "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 units ad metric are approarnate aid are provided torrtfi� ordy. For precise measuremerds, art prior notice and without Incurring any obligation to make such p= iecontact Watts Technical Service. Watts reserves ttie rig,* to shave or molly product desco Ign, nsauction spearicalions, or materials wthi- vowA moddicaticas at Watts products previctsly or stlisequerilly sad. 111145 tylat- outs Section" 22 11 19 Domestic Water Piping Specialties Available Models:1A" - 2" (8 - 50mm) uthx: QT - quarter-tum ball valves S - strainer LF - without shutoff valves PC - internal polymer coating Prefix: U - union connections Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves S-FDA - FDA epoxy coated strainer QT-FDA - FDA epoxy coated quarter -turn ball valves LF - without shutoff valves Note: The installation of a draM line is recommended. When install- ing a draM 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 '/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F - 180°F (0.5° - 75°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards use ASSE No. 1013 AVVWA 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 Southem 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 1/4"-1/2" 009, 3/4" 009M2/M3 1/2 13 2% 60 3% 79 0.625 0.28 909AGG 3/4"-1" 009/909, 1"-11/2" 009M2 1 25 3% 83 4% 124 1.5 0.68 909AGF 11/4"-2" 009M1, 1%"-3" 009/909, 2" 009M2, 4"-6" 993 2 51 4% 111 6% 171 3.25 1.47 909AGK 4"-6" 909, 8"-10" 909M1 3 76 6% 162 9% 244 6.25 2.83 909AGM 8"-10" 909 4 102 7% 187 11% 286 15.5 7.03 909ELA %"-1/2" 009, %" 009M2/M3 - - - - - - - - 909ELC 3/4"-1" 009/909 - - 2% 60 2% 60 0.38 0.17 * 909ELF 11/4"-2" 009M1, 11/4"-2" 009/909, 2" 009M2, 4"-6" 993 3% 92 3% 92 2 0.91 * 909ELH Vertical 21/2"-3" 009/909 - - - - - - - - Section '22 11 19 Domestic Water Piping Specialties Dimensions and Weight:1A" 2 (8- 50mm) LF009 LF009 '/4" — 2" SIZE (DN) in. mm In. A mm in. B mm C in. DIMENSIONS mm (APPROX) D in. mm ia L mm M in mm in N mm lbs. WEIGHT kgs. 1/4 8 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 I% 10 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 1/2 15 10 250 45 117 33 86 11/4 32 51/2 140 2% 70 21/4 57 5 2 22 05 11 73 7 11 3 1/2 87 3864 69://: 741 3;/%16 8951 2% 7706 35 1 ) :44 4252 5 15/2 42 , 69 21 ,'//2, 21 126 11/4 32 17% 441 6 150 31/2 89 21/2 64 11% 289 4%6 113 31/2 89 15 6 11/2 40 1 7 V8 454 6 150 31/2 89 21/2 64 111/2 283 4% 124 4 102 16 7 2 1 50 21% 543 7% 197 41/2 114 31/4 83 131/z 343 55A6 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) LF009 STRAINER SIZE in. mm DIMENSIONS (APPROX.) M N NIt in. mm in. mm in. mm WEIGHT lbs. kgs. 28 12.7 21/2 65 3 80 10 254 10% 257 tClearance for servicing 61/2 165 9% 248 7 178 10 254 34 15.4 Watts G-4000 Series QT — Ball Valves MODEL SIZE DN DIMENSIONS (APPROX.) WEIGHT in. mm A in. mm C in. mm In. D mm E in. mm L in. mm in. R mm U in, mm lbs. kgs. LF009LF 21/2 65 — — — — 41/2 114 — — 181/8 460 — 101/s 270 76 34.5 LF0090SY 21/2 65 331/4 845 15% 403 41/2 114 163 416 18% 460 7% 197 105/ 270 166 75.3 LF009NRS 21/2 65 331/2 845 113/ 289 41/2 114 163% 416 18% 460 7% 197 105/ 270 161 73.0 LF0090TFDA 21/2 65 331/2 845 6 152 41/2 114 16% 416 18% 460 7% 197 10% 270 150 68,0 LF009LF 3 80 — — — 41/2 114 — 18' 8 460 — 10% 270 76 34.5 LF0090SY 3 80 341/4 870 181/2 470 41/2 114 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 18% 460 8% 222 105/ 270 191 86.6 LF0090TFDA 3 80 341/4 870 7 1784¼ 114 65 422 1 % 460 8% 222 10¼ 270 158 71.7 Section 22 11 19 Domestic Water Piping Specialties Capacity Performance as established by an independent testing laboratory. 'Typic,a1 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 ' 0.00000000.......mmolmor 0 AP 0 kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP kPa psi 172 25 138 20 103 15 69 10 35 5 .25 .60 .75 1 1.17 gpm .95 1 9 2.9 3.8 4.5 Ipm 3/e" (10mm) LF009QT D .25 .50 .75 1 1.25 1.50 2.5 3.1 D .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 1/2" (15*mm) LF009QT gpm Ipm 0 1 2.5 5 7.5 10 12.5 15 gpm AP 0 3.8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 A 0 2 "r 07.6 3/4" (20mm) LF009M3QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 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 160175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (125mm) 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 1143WA'TTS kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 AP 0 38 1'/4" (32mm) LF009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 10 20 30 40 50 60 70 80 gpm 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" (40mm) LF009M2QT * AP 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 AP 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 114 152 190 223 266 304 342 380 418 456 Ipm 5 7.5 1r3 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LIF009M2QT * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 AP 0 20 40 60 80 100 120 140 160 180 200 gpm 76 152 228 304 380 456 532 608 6/34 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 21h" (65mm) LF009 •••IW.AO.A.o..osmammwommrrimnolisua.....MNOI.00e.ov.rwol 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 -41 0 AP 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 95 190 285 380 475 570 665 760 855 950 194511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps USA: T: (978) 689-6066 • F: (978) 975-8350 • Watts.com Canada: T: (905) 332-4090 • F: (905) 332-7068 • Wattsoa Latin America: T: (52) 81-1001-B600 • Watts.com ES-LF009 1813 © 2018 Watts SPECIFICATIONS 1. 4" inletloutlet Sch, 40, Plain End(No-Hub) 2, Max flow rate: 50 GPM 3, Liquid capacity: 52 Gallons (7 cu. ft.) 4. Max oil capacity: 34.1 Gallons 5, Sand capacity : 12,5 Gallons 6, Unit weight wistd, covers: 92 lbs, 7, 2,000 Ib. load rated, bolted, gas/water tight composite cover. 8. Maximum operating temperature 190°F continuous, 9. Seamless molded polyethylene tank. NOTES IFiaory installed Built-in Flow control, 2. For gravity drainage applications only. Do not use for pressure applications. 3, Seamless high density polyethylene tank. 4. Unit supplied with built-in adapter for up to 3-112" of adjustability. Additional riser(s) available for deeper burial depth. 5. Cover placement allows full access to tank for proper maintenance. 6, Engineered inlet and outlet diffusers are removable inspect/clean piping. 7, For on the -floor or buried applications. DIFFUSION FLOW TECHNOLOGY The inlet diffuser splits incoming effluent into two path$. that utilize the entire liquid volume of the tank for efficer oil separation. The calibrated openings greatly reduce effluent turbulence. The effluent enters the main chamber without disturbing the existing oil or sediment layers, 10- 12" 28" A REVIED F CODE COMPL1A C APPROVED--9" JUL 05 /019 to; City (IT BUILDIO biV1-1SION The bottom of the outlet diffuser allows only effluent which is free of oil to exit the tank, ENGINEER SPECIFICATION GUIDE 28-1/2 Oil Reserve oilisand separator model # OS-50 shall be lifetime guaranteed and made in USA of seamless, 18" rotationally -molded High Density Polyethylene, Separator shall be furnished for above or below grade installation, with field adjustable riser system, built-in flow control, vent connections and optional oil draw -off for connection to independent collection tank. Separator flow rate shall be 50 GPM. Separator capacity shall be 34,1 gallons of oil and 19,2 gallons of sediment. Cover shall provide water/gastight seal and have minimum 2,000 lbs load capacity. OPTIONS: • Teleglide field adjustable risers for extending covers to grade Male pipe thread connections • 3" Plain end or male pipe connections • High water anchor kit • Highway rated bolted composite cover • 2" Plain end oil draw -off connection • Clean Sweep coalescing media • Clamping Collar Kit PROPRIETARY AND CONFIDENTIAL , Al THE INTORIPAIIGN CONTM HEO PO DPAHING IS THE SW PROPERTY OF ROMER ROO= ANT V REFROWCRON IN PART OR AS A VOIOLE %TUT II* WRITTEN PERMISSION OF SCHER PRODHOT5IS PROREPTER 37" of n TOP VIEW 024-112" c. of 3" vent (:t UTLET ofli optional — —1 oil draw -off Engineered inlet and outlet diffuser (see description) SECTION "A.A" Tie -down point for anchor kit -q of 3" vents 20" 15- 14" Invert 2" — of optional 2" oil draw -off MODEL NUMBER: OS-50 PART NUMBER: 5025-001-XX DESCRIPTION: 50 GPM POLYETHYLENE OIL/SAND SEPARATOR Adjustable adapter ISQMETRIC VIEW 28" TUKWILA PUBLIC WORKS OUTLET END VIEW SPECIFICATION SHEET Schier Products 9500 Woodend Road Edwardsville, KS 66111 Tel: 800-8274119 Fax: B00-827.9664 www.schierproducts.com Made in the USA SCHIER PRODUCTS Pioneering Drain tine Purity DWG BY: N.EBERT DATE: 1210412013 REV: 2 ECO: 1032 SPECIFICATIONS 1. 4" inlet/outlets Sch. 40.Plain End (No -Hub) 2. Max flow rate: 50 GPM 3. Liquid capacity: 52 Gallons (7 cu. ft.) 4, Max oil capacity: 34.1 Gallons 5. Sand capacity :12.5 Gallons 6. Unit weight wlstd. covers: 100 lbs. 7. 2,000 lb, load rated, bolted, gas/water tight composite covers. 8. Maximum operating temperature 190°F continuous. 9. Seamless molded polyethylene tank, OPTIONS [ [ 3P - 3" Plain End SCH.40 Inlet / Outlet 3M • 3" Male Thread Inlet 1Outlet 4M • 4" Male Thread Inlet I Outlet C24-H - Highway Rated Composite Cover CC24 - Integral Membrane Clamping Collar Kit CS1 • Clean Sweep Coalesing Media [ D02.2" Oil Draw -Off Arm (for use with collection tank) AK1- High Water Anchor Kit TeleGlide RISER OPTIONS SR24 • >3.112"-22" 0 LR24 • >22"•37" 5 a Signature of Approval: D Company: Date of Approval: Specifying Engineer: rd c ro 0) N N N Engineering Firm: 0 AV PROPRIETARY AND CONRDENnAI TNEINFpUAAIIONCONTXNEDIN MS D0.4VNNGIS THE SOLE PROPERtt DF$CI R?RooUCTS ANY REPRODUCIIONIN PART OR AS A WIKSE WTNOUTTNE MITTEN PEOISSON OF SORER PRODUCTS'S PROw9TEe 28" See options to determine available dimension range g, of inlet and outlet- 10.112" 28.1/2" 1 TOP VIEW 24-112" TAG NUMBER: Adjustable adapter OUTLET of 3" vent and 2" optional oil draw -off —Finished grade SECTION "A -A" MODEL NUMBER: OS-50 PART NUMBER: 5025.001-XX -.of3"vent 15-3/4" 20" Invert 6-112" — of optional 2" oil draw -off DESCRIPTION: 50 GPM POLYETHYLENE OILISAND SEPARATOR DWG BY: N,EBERT DATE:1211212013 REV: 3 ECO: 1035 ISOMETRIC VIEW OUTLET END VIEW SUBMITTAL SHEET Schier Products 9500 Woodend Road Edwardsville, KS 66111 Tel: 800427.7119 Fax: 8004274664 www.schierproducts.com Made in the U.S.A SCHIER PRODUCTS Pioneering Drain Line Purity City of Tukwila Department of Community Development 12/3/2019 JON BENEDICT 24230 ROBERTS DR BLACK DIAMOND, WA 98010 RE: Permit No. PG 19-0085 TUKWILA JUSTICE CENTER 15001 TUKWILA INTL BLVD Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 1/21/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 1/21/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: PG 19-0085 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 , City of Tukwila Department of Community Development June 28, 2019 JON BENEDICT 24230 ROBERTS DR BLACK DIAMOND, WA 98010 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG19-0085 TUKWILA JUSTICE CENTER - 15001 TUKWILA INTL BLVD Dear JON BENEDICT, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING - PG DEPARTMENT: LEE SIPE at (206)-431-3656 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). Corrections required: Referenced sections of the 2015 UPC 1. Provide shower receptor/lining details (408.7) 2. Shower dimensions details (408.6) 3. Provide plumbing fixture calculations for occupancies. 4. Provide gas meter/ vent termination detailed clearance distance to openings & setbacks. 5. Show trap primers on all water/waste plans. 6. Sht. P2.2 detail #11 (Hub plumbing plan) shows 3/4" cold water connection not HOT water connection, verify? 7. Sht. P2.2 detail #22 (booking plumbing plan) room A124, A125 (Holding) shows 1/2" vent on both rooms, verify? 8. Sht. P1.3A Plumbing roof area A/B shows 2 million CFH Natural gas from a 1: line from meter, verify size, pressure, distance of gas line? 9.Grease interceptor cut sheet provided with plan set, where is grease interceptor located on plans? 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. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Sincerely, Bill Rambo Permit Technician File No. P819-0085 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Date: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila. Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. 07/02/2019 Plan Check/Permit Number: PG1 a-0085 ❑ 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 # ►Z� RECEIVED CITY OF TUKWILA JUL 13' 2019 PERMIT CENTER Project Name: TUKWILA JUSTICE CENTER Project Address: 15005 TUKWILA INTL BLVD., TUKWILA, WA 98188 [UPDATED ADDRESS] Contact Person: ETHAN BERNAU Phone Number: 206 838 3705 Summary of Revision: Responses to corrections required as put forth in Permit Correction Letter #1 Architectural Sheets CP1.2 and A2.1 for clarifications Architectural Specification 093103 for clarification of receptor / lining informatior Plumbing Drawings to provide additional information as requested in the correction letter such as location of trap primers on plans, to show gas meter, venting and setbacks, gas flow, and grease interceptor. Sheet Number(s): CP1,2, A2.1, P0.1 A, P0.1 B, P0.1 C, P1.1 A, P1.1B, P1,2A, P1.3A, P2.1, P2.2, P4.1 "Cloud" or highlight all areas of revision including date f revision Received at the City of Tukwila Permit Center G ti cj�te) IN Entered in TRAKiT on -7' 3- /'9 W:\Permit Center\Templates \Forms\Revision Submittal Form.doc Revised: August 2015 TUKWILA JUSTICE CENTER 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET SECTION 093013 - CERAMIC TILING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: 1. Porcelain tile. 2. Waterproof membrane. 3. Crack isolation membrane. 4. Metal edge strips. 1.3 DEFINITIONS A. General: Definitions in the ANSI A108 series of tile installation standards and in ANSI A137.1 apply to Work of this Section unless otherwise specified. B. ANSI A108 Series: ANSI A108.01, ANSI A108.02, ANSI A108.1A, ANSI A108.1B, ANSI A108.1C, ANSI A108.4, ANSI A108.5, ANSI A108.6, ANSI A108 8, ANSI A108.9, ANSI A108.10, ANSI A108.11, ANSI A108.12, ANSI A108.13, ANSI A108.14, ANSI A108.15, ANSI A108.16, and ANSI A108.17, which are contained in its "Specifications for Installation of Ceramic Tile." C. Module Size: Actual tile size plus joint width indicated. D. Face Size: Actual tile size, excluding spacer lugs. 1.4 PREINSTALLATION MEETINGS A. Preinstallation Conference: Conduct conference at Project site. 1. Review requirements in ANSI A108.01 for substrates and for preparation by other trades. 1.5 ACTION SUBMITTALS A. Product Data: For each type of product. CERAMIC TILING RECEIVED CITY OF TUKWILA CORREcTION JUL 0 3 2019 LTR# PERMIT CENTER pt7jq oon 093013 - 1 TUKWILA JUSTICE CENTER 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET Shop Drawings: Show locations of each type of tile and tile pattern. Show widths, details, and locations of expansion, contraction, control, and isolation joints in tile substrates and finished tile surfaces. C. Samples for Verification: 1. Full-size units of each type and composition of tile and for each color and finish required. 2. Full-size units of each type of trim and accessory. 3. Metal edge strips in 6-inch lengths. 1.6 INFORMATIONAL SUBMITTALS A. Qualification Data: For Installer. B. Master Grade Certificates: For each shipment, type, and composition of tile, signed by tile manufacturer and Installer. C. Product Certificates: For each type of product. D. Product Test Reports: For tile -setting and -grouting products and certified porcelain tile. 1.7 MAINTENANCE MATERIAL SUBMITTALS A. Furnish extra materials that match and are from same production runs as products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount installed for each type, composition, color, pattern, and size indicated. 2. Grout: Furnish quantity of grout equal to 3 percent of amount installed for each type, composition, and color indicated. 1.8 QUALITY ASSURANCE A. Installer Qualifications: 1. Specializing in tile work having minimum of 5 years successful documented experience with work comparable to that required for this Project. B. Mockups: Build mockups to verify selections made under Sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution. 1. Build mockup of one toilet room including floor and wall tile installation. Room to be selected by the architect. 2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion. CERAMIC TILING 093013 - 2 TUKWILA JUSTICE CENTER 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver and store packaged materials in original containers with seals unbroken and labels intact until time of use. Comply with requirements in ANSI A137.1 for labeling tile packages. B. Store tile and cementitious materials on elevated platforms, under cover, and in a dry location. C. Store aggregates where grading and other required characteristics can be maintained and contamination can be avoided. D. Store liquid materials in unopened containers and protected from freezing. 1.10 FIELD CONDITIONS A. Environmental Limitations: Do not install tile until construction in spaces is complete and ambient temperature and humidity conditions are maintained at the levels indicated in referenced standards and manufacturer's written instructions. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Source Limitations for Tile: Obtain tile of each type and color or finish from single source or producer. 1. Obtain tile of each type and color or finish from same production run and of consistent quality in appearance and physical properties for each contiguous area. B. Source Limitations for Setting and Grouting Materials: Obtain ingredients of a uniform quality for each mortar, adhesive, and grout component from single manufacturer and each aggregate from single source or producer. 1. Obtain setting and grouting materials, except for unmodified Portland cement and aggregate, from single manufacturer. 2. Obtain waterproof membrane and crack isolation membrane, except for sheet products, from manufacturer of setting and grouting materials. C. Source Limitations for Other Products: Obtain each of the following products specified in this Section from a single manufacturer: 1. Waterproof membrane. 2. Crack isolation membrane. 3. Metal edge strips. 2.2 PRODUCTS, GENERAL A. ANSI Ceramic Tile Standard: Provide tile that complies with ANSI A137.1 for types, compositions, and other characteristics indicated. CERAMIC TILING 093013 -3 TUKWILA JUSTICE CENTER 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET Provide tile complying with Standard grade requirements. B. ANSI Standards for Tile Installation Materials: Provide materials complying with ANSI A108.02, ANSI standards referenced in other Part 2 articles, ANSI standards referenced by TCNA installation methods specified in tile installation schedules, and other requirements specified. C. Performance requirements: Static Coefficient of Friction for Floor Tile: ASTM C1028. a. Dry: Minimum 0.60. b. Wet: Minimum 0 60. 2. Dynamic Coefficient of Friction: DCOF AcuTest. a. Minimum .42 wet. 2.3 TILE PRODUCTS A. Tile Type CWT-1/2/3/4, FT-1: Unglazed porcelain tile. 1. Basis -of -Design Products: As indicated in color and finish schedule on drawings. 2. Size: As indicated in color and finish schedule on drawings. 3. Face Size Variation: Rectified. B. Special Shapes: 1. Provide special shapes required by conditions of installation in each case and as indicated on drawings. C. Trim & Corners: 1. Provide metal edge strips as indicated in the color and finish schedule in the drawings. 2.4 WATERPROOF MEMBRANE A. General: Manufacturer's standard product that complies with ANSI A118.10 and is recommended by the manufacturer for the application indicated. Include reinforcement and accessories recommended by manufacturer. B. Fabric -Reinforced, Fluid -Applied Membrane: System consisting of liquid -latex rubber or elastomeric polymer and continuous fabric reinforcement. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. Custom Building Products. b. LATICRETE SUPERCAP, LLC. CERAMIC TILING 093013 - 4 TUKWILA JUSTICE CENTER 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET c. MAPEI Corporation. 2.5 CRACK ISOLATION MEMBRANE A. General: Manufacturer's standard product, selected from the following, that complies with ANSI A118.12 for high performance and is recommended by the manufacturer for the application indicated. Include reinforcement and accessories recommended by manufacturer. B. Fabric -Reinforced, Fluid -Applied Membrane: System consisting of liquid -latex rubber or elastomeric polymer and fabric reinforcement. C. Fluid -Applied Membrane: Liquid -latex rubber or elastomeric polymer. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to the following: a. Custom Building Products; RedGard Waterproofing and Crack Prevention Membrane. b. LATICRETE SUPERCAP, LLC; Latricete Hydro Ban. c. MAPEI Corporation; MapelastieTM AquaDefense. 2.6 SETTING MATERIALS A. Modified Dry -Set Mortar (Thinset): ANSI A118.4. 1. Manufacturers: Subject to compliance with requirements, available manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a. ARDEX Americas. b. Bostik, Inc. c. LATICRETE SUPERCAP, LLC. d. MAPEI Corporation. 2. Provide prepackaged, dry -mortar mix containing dry, redisperanle, vinyl acetate or acrylic additive to which only water must be added at Project site. 3. For wall applications, provide mortar that complies with requirements for nonsagging mortar in addition to the other requirements in ANSI A118.4. B. Medium -Bed, Modified Dry -Set Mortar: Comply with requirements in ANSI A118.4. Provide product that is approved by manufacturer for application thickness of 5/8 inch. 1. Products: Subject to compliance with requirements, available products that may be incorporated into the Work include, but are not limited to the following: a. Custom Building Products. b. LATICRETE SUPERCAP, LLC. c. MAPEI Corporation. CERAMIC TILING 093013 - 5 TUKWILA JUSTICE CENTER 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET 2. Provide prepackaged, dry -mortar mix containing dry, redispersible, vinyl acetate or acrylic additive to which only water must be added at Project site. 2.7 GROUT MATERIALS A. Sand -Portland Cement Grout: ANSI A108.10, consisting of white or gray cement and white or colored aggregate as required to produce color indicated. B. Water -Cleanable Epoxy Grout: ANSI A118.3, with a VOC content of 65 g/L or less. 1. Basis -of -Design Product: Subject to compliance with requirements and approval by Architect, provide product indicated on. Drawings or comparable product by one of the following: a. Custom Building Products. b. LATICRETE SUPERCAP, LLC. c. MAPEI Corporation. 2. Provide product capable of withstanding continuous and intermittent exposure to temperatures of up to 140 and 212 deg F, respectively, and certified by manufacturer for intended use. 2.8 MISCELLANEOUS MATERIALS A. Trowelable Underlayments and Patching Compounds: Latex -modified, portland cement -based formulation provided or approved by manufacturer of tile -setting materials for installations indicated. B. Metal Edge Strips (SCHL-1/2/3/4/5/6): Anodized aluminum trims and edge strips. 1. Basis -of -Design, finish & Profiles: As indicated in color and finish schedule on drawings. 2. Angle of L-shaped pieces, height to match tile and setting bed thickness, designed specifically for flooring applications. C. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming tile and grout surfaces, specifically approved for materials and installations indicated by tile and grout manufacturers. 2.9 MIXING MORTARS AND GROUT A. Mix mortars and grouts to comply with referenced standards and mortar and grout manufacturers' written instructions. B. Add materials, water, and additives in accurate proportions. C. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures to produce mortars and grouts of uniform quality with optimum performance characteristics for installations indicated. CERAMIC TILING 093013 - 6 TUKWILA JUSTICE CENTcE 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where tile will be installed, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work. 1. Verify that substrates for setting tile are firm; dry; clean; free of coatings that are incompatible with tile -setting materials, including curing compounds and other substances that contain soap, wax, oil, or silicone; and comply with flatness tolerances required by ANSI A108.01 for installations indicated. 2. Verify that concrete substrates for tile floors installed with thinset mortar comply with surface finish requirements in ANSI A108.01 for installations indicated. a. Verify that surfaces that received a steel trowel finish have been mechanically scarified. b. Verify that protrusions, bumps, and ridges have been removed by sanding or grinding. 3 Verify that installation of grounds, anchors, recessed frames, electrical and mechanical units of work, and similar items located in or behind tile has been completed. 4. Verify that joints and cracks in tile substrates are coordinated with tile joint locations; if not coordinated, adjust joint locations in consultation with Architect. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Fill cracks, holes, and depressions in concrete substrates for tile floors installed with thinset mortar with trowelable leveling and patching compound specifically recommended by tile - setting material manufacturer. B. Where indicated, prepare substrates to receive waterproofing by applying a reinforced mortar bed that complies with ANSI A108.1A and is sloped 1/4 inch per foot toward drains. C. Blending: For tile exhibiting color variations, verify that tile has been factory blended and packaged so tile units taken from one package show same range of colors as those taken from other packages and match approved Samples. If not factory blended, either return to manufacturer or blend tiles at Project site before installing. 3.3 CERAMIC TILE INSTALLATION A. Comply with TCNA's "Handbook for Ceramic, Glass, and Stone Tile Installation" for TCNA installation methods specified in tile installation schedules. Comply with parts of the ANSI A108 series "Specifications for Installation of Ceramic Tile" that are referenced in TCNA installation methods, specified in tile installation schedules, and apply to types of setting and grouting materials used. CERAMIC TILING 093013 - 7 TUKWILA JUSTICE CENTP 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET 1. For the following installations, follow procedures in the ANSI A108 series of tile installation standards for providing 95 percent mortar coverage: a. Tile floors in wet areas. b. Tile floors consisting of tiles 8 by 8 inches or larger. c. Tile floors consisting of rib -backed tiles. B. Extend tile work into recesses and under or behind equipment and fixtures to form complete covering without interruptions unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. C. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, fixtures, and other penetrations so plates, collars, or covers overlap tile. D. Where accent tile differs in thickness from field tile, vary setting -bed thickness so that tiles are flush. E. Jointing Pattern: Lay tile in grid pattern unless otherwise indicated. Lay out tile work and center tile fields in both directions in each space or on each wall area. Lay out tile work to minimize the use of pieces that are less than half of a tile. Provide uniform joint widths unless otherwise indicated. 1. Where adjoining tiles on floor, base, walls, or trim are specified or indicated to be same size, align joints, unless otherwise indicated. 2. Where tiles are specified or indicated to be whole integer multiples of adjoining tiles on floor, base, walls, or trim, align joints unless otherwise indicated. F. Expansion Joints: Provide expansion joints and other sealant -filled joints, including control, contraction, and isolation joints, where indicated. Form joints during installation of setting materials, mortar beds, and tile. Do not saw -cut joints after installing tiles. 1. Where joints occur in concrete substrates, locate joints in tile surfaces directly above them. G. Metal Edge Strips: Install at locations indicated. 3.4 TILE BACKING PANEL INSTALLATION A. Install panels and treat joints according to ANSI A108.11 and manufacturer's written instructions for type of application indicated. 3.5 WATERPROOFING INSTALLATION A. Install waterproofing to comply with ANSI A108.13 and manufacturer's written instructions to produce waterproof membrane of uniform thickness that is bonded securely to substrate. CERAMIC TILING 093013 -8 TUKWILA JUSTICE CENTP 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET B. Allow waterproofing to cure and verify by testing that it is watertight before installing tile or setting materials over it. 3.6 CRACK ISOLATION MEMBRANE INSTALLATION A. Install crack isolation membrane to comply with ANSI A108.17 and manufacturer's written instructions to produce membrane of uniform thickness that is bonded securely to substrate. B. Allow crack isolation membrane to cure before installing tile or setting materials over it. 3.7 ADJUSTING AND CLEANING A. Remove and replace tile that is damaged or that does not match adjoining tile. Provide new matching units, installed as specified and in a manner to eliminate evidence of replacement. B. Cleaning: On completion of placement and grouting, clean all ceramic the surfaces so they are free of foreign matter. 1. Remove grout residue from tile as soon as possible. 2. Clean grout smears and haze from tile according to tile and grout manufacturer's written instructions but no sooner than 10 days after installation. Use only cleaners recommended by tile and grout manufacturers and only after determining that cleaners are safe to use by testing on samples of tile and other surfaces to be cleaned. Protect metal surfaces and plumbing fixtures from effects of cleaning. Flush surfaces with clean water before and after cleaning. 3.8 PROTECTION A. Protect installed tile work with kraft paper or other heavy covering during construction period to prevent staining, damage, and wear. If recomrnended by tile manufacturer, apply coat of neutral protective cleaner to completed tile walls and floors. B. Prohibit foot and wheel traffic from tiled floors for at least seven days after grouting is completed. C. Before final inspection, remove protective coverings and rinse neutral protective cleaner from tile surfaces. 3.9 INTERIOR CERAMIC TILE INSTALLATION SCHEDULE A. Interior Floor Installations, Concrete Subfloor: 1. Ceramic Tile Installation: TCNA F125-Full; thinset mortar on crack isolation membrane. a. Ceramic Tile Type: Floor tiles. b. Thinset Mortar: Medium -bed modified dry -set mortar. c. Grout: Water -cleanable epoxy grout. CERAMIC TILING 093013 - 9 TUKWILA JUSTICE CENT 73-17158-00 TUKWILA, WASHINGTON CONFORMED SET B. Interior Wall Installations, Wood or Metal Studs or Furring: 1. Ceramic Tile Installation: TCNA W244C or TCNA W244F; thinset mortar on cementitious backer units or fiber -cement backer board over wateiproofing membrane. a. Ceramic Tile Type: Wall tiles. b. Thinset Mortar: Modified dry -set mortar. c. Grout: Water -cleanable epoxy grout. END OF SECTION 093013 CERAMIC TILING 093013 - 10 ~ PERMIT REVISIONS Corrections required: -1. Provide showerreceptor/lining dmtaYUs(408.7) � All showers are indicated to be ceramic tile, refer to the specification for CERAMIC TILING O93O1]for specific information onreceptor/ linings. ~2 Shower dimensions details (408,6) 0 Shower compartment dimensions are clarified onA2.1. v 3. Provide plumbing fixture calculations for occupancies. m Refer toCP1.2CODE SUMMARY for calculations per VVA[. 4. Provide gas meter/ vent termination detailed clearance distance %oopenings &setbacks. � * Gas meter updated towest as shown on P0.1A° P1.1/, and 27/P2.2 " * Gas meter updated 10 be away from operable opening. Clearance from nearby electrical outlet isnow called out for min. distance per PSEguidelines. ° w Vent terminations for water heaters shown on P1.1A, P1.2A such that it is 10' from edge of building. Detail on24/P4'1also shows 1O min. setback for combustion vent. 5' Show trap primers mmall water/waste plans. Sheets P0.1A, P0.18' PO.1C' P1.1A, P1.1B' PI.l, P2.2 updated to show B" [VVtrap primer lines todrains, V � Sheets PU.1A,PD.18,PO.1[updated toshow trap primers from floor above. 6. ShK.P2'2 detail #11 (Hub plumbing plan) shows Wcold water connection not HOT water connection, verify? Update water connections in this area on 11/132.2 and P1.113 so that there is a Y2" HW connection to the residential style dishwasher. 7. Sht. P2.2 dmtail#22 (booking plumbing plan) room A124, A125 (Holding) shows Wvent mn both rooms, verify? The vent lines to each has been updated to 2" on 22/P2.2 to match the plumbing schedule vent connections. 8. Sht,P13A Plumbing roof area A/Bshows 2million CFH Natural gas from a1:line from meter, verify size, pressure, distance mVgas line? ~w The NG capacity shown on the plans show the cumulative at each line size and at each terminal unit. Only 998 CFH of connected load is anticipated. The pressure, length and capacity iushown onP1.1A. � � P13A has been updated with flow arrows to communicate gas flow better. 9. Grease interceptor cut sheet provided with plan set, where i$grease interceptor located mn plans? d ° See the 5VVcorner for sheet P1.1Afor G| 1|ucationwvhichvvasaddedinAS|'9. �������� ���� ~~.=....~~ ."~~.. '� �ennsattached indude: LTR�� 0 w Message from D[Dwith plumbing revision changes. RECE<V£:L} CITY OF TUKVV/LA JULw � � � ���� --� �~+, PERMIT CENTER f>(T 119 10 t)o rrss * Architectural Drawings o [P1.Z—CODE SUMMARY ~ N Provided for plumbing fixture calculations for occupancies. • A2.l—LARGE SCALE PLANS ^ a Clarified wall type components, detailing. • Architectural Specifications ' o O93lO3—[ERAIN|[TILING N Provided for shower receptor/lining information. Plumbing Drawings o P0.1A-PLUMBING PLAN, UNDERGROUND -AREA A ° Provided toshow updated Gas Meter, venting and setbacks. w Provided toshow trap primer and trap primer lines onplan. o P0.18'PLUMBING PLAN, UNDERGROUND -AREA 8 a Providedtoshuvvtrapprimnerandtrapphnner|inesonp|an- o P0.1C'PLUMBING PLAN, UNDERGROUND -AREA [ m Provided toshow trap primer and trap primer lines onplan. o P1.1A-PLUMBING PLAN, FIRST LEVEL -AREA A • Provided toshow updated Gas Meter, venting and setbacks. • Provided toshow trap primer and trap primer lines onplan. • Provided toshow building gas capacity, pressure and distance. • Provided toshow Grease interceptor location for durnpsterarea. o P1.18-PLUMBING PLAN, FIRST LEVEL -AREA @ 0 Provided toshow trap primer and trap primer lines onplan. o P1.ZA-PLUMBING PLAN, SECOND LEVEL -AREA A 0 Provided toshow updated Gas Meter, venting and setbacks. u P13A-PLUMBING PLAN, ROOF -AREA A • Provided toclarify gas flow, u PZ.1'LARGE SCALE PLUMBING PLANS m Provided toshow trap primer and trap primer lines onplan. u PZ.I'LARGE SCALE PLUMBING PLANS • Provided toshow updated Gas Meter, venting and setbacks. • Provided toshow trap primer and trap primer lines on plan. • Provided toshow Room A1I4,AlZSvent size updated. o P4.1'PLUyNB|NG DETAILS " Provided to show gas water heater ventilation combustion setback on detail I4/P4.1. END PERMIT REVISIONS PER,M1T COORD COPY cn PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0085 PROJECT NAME: TUKWILA JUSTICE CENTER SITE ADDRESS: 15001 TUKWILA INTL BLVD 1=1••=1.10111 Original Plan Submittal X Response to Correction Letter # 1 DATE: 07/03/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division Permit Coordinator 1111 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 07/04/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required Denied (corrections entered in Reviews)(ie: Zoning Issues Approved with Conditions DUE DATE: 08/01/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg LJ Fire 0 Ping El PW Staff Initials: 12/18/2013 ;Tarr COORD COP( PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0085 DATE: 06/20/19 PROJECT NAME: TUKWILA JUSTICE CENTER SITE ADDRESS: 15001 TUKWILA INTL BLVD X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPART NTS: Puilding Division itc (a-6)(bl te Works Fire Prevention Planning Division Structural Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 06/25/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Approved with Conditions Corrections Required (corrections entered in Reviews) Denied (le: Zoning Issues Notation: DUE DATE: 07/23/19 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire E] Ping 0 PW 0 Staff Initials: 12/18/2013 Home Espafial Cont.W. Search L&I Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries AZ Index Help My LA -.I Workplace Rights Trades & Licensing I REDLINE MECHANICAL Owner or tradesperson Principals MCMAHAN, NICOLE LYN, PARTNER/MEMBER Doing business as REDLINE MECHANICAL WA UBI No. 604 125 856 Parent company REDLINE PLUMBING LLC PO BOX 721 ENUMCLAW, WA 98022 253-939-6398 KING County Business type Limited Liability Company Certifications & Endorsements ILicense Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. REDLIM*835MM Effective — expiration 07/14/2017— 07/14/2019 Bond Wesco Insurance Co $12,000.00 Bond account no. 46WB087494 Received by L&I Effective date 07/14/2017 07/12/2017 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS60050503 Received by L&I Effective date 07/02/2019 07/12/2019 Expiration date 07/12/2020 Ohio Security Ins Co $2,000,000.00 Policy no. BKS58094496 Received by L&I Effective date Help us improve