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Permit PG18-0057 - BRAGANZA TEA - FLOOR SINKS, WATER HEATER, GREASE INTERCEPTOR, MOP SINK, ETC
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG 18-0057 BRAGANZA TEA 507 SOUTHCENTER MALL THE ABOVE MENTIONED Page # DIGITAL Code RECORDS PERMIT FILE INCLUDES Exemptio (DR) EXEMPTION LOG THE FOLLOWING REDACTED INFORMATION defExplanatory Description S a u el ule DR1 Personal Information — Social Security Numbers Generally — 5 U.S.C. sec. 552(a); RCW 42.56.070(1) The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security numbers are redacted to protect those individuals' privacy pursuant to 5 U.S.C. sec. 552(a), and are also exempt from disclosure under section 42.56.070(1) of the Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. 5 U.S.C. sec. 552(a); RCW 42.56.070(1) 37 DR2 Personal Information — Financial Information — RCW 42.56.230(4 5) Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit expiration dates, or bank or other financial account numbers, which are exempt from disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. RCW 42.56.230(5) DR3 Personal Information — Driver's License. — RCW 42.56.230 (7a & c) Redactions contain information used to prove identity, age, residential address, social security number or other personal information required to apply for a driver's license or identicard. RCW 42.56.230 (7a & c) DR4 Attorney -Client Privilege — RCW 5.60.060(2)(a); RCW 42.56.070(1) Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from disclosure pursuant to RCW 5.60.060(2)(a), which protects attorney-client privileged communications, and RCW 42.56.070(1), which protects, under the PRA, information exempt or prohibited from disclosure under another statute. RCW 5.60.060(2)(a); RCW 42.56.070(1) BRAGANZA TEA 507 SOUTHCENTER MALL PGI 8-0057 Parcel No: Address: Project Name: City of Tukwila a of -,-'----'Community Development 630Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206'431-3670 Inspection Request Line: 306'438-9BSD VVebisite:h1up://xmmw.Tuhvvi|aVVA.muv PLUMBING/GAS PIPING PERMIT 9202470010 507 5OUTHCENTER MALL BRAGANZA TEA Permit Number: PG18'0057 Issue Date: 5/9/2018 Permit Expires On: 115/I018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WES1FIELD PROPERTY TAX DEPT POBOX 130940,Q\R���WA, 92019 JOHN KILDARE / 1O91432ST['E03EVVOO[\WA, 98372 PLUKx0NGEXPRESS INC � POBOX 3226,8]MNE�WA, 9839 ''' Phone: (253) 255-1828 Phone: (253) 826-4621 Expiration Date: 9/30/2018 DESCRIPTION OF WORK: INSTALL PLUMBING FOR (2)FLOOR SINKS, (1)WATER HEATER, (1) GREASE INTERCEPTOR, (Z)HANDBNKS,(1)MOP SINK, (1) 3 -COMPARTMENT SINK, (1) WATER FILTER, AND (1) DOUBLE CHECK VALVE ON WATER MAIN Valuation of Work: $19,700.00 Water District: TUKWILA Sewer District: TUKWILA Fees Collected: $325.10 Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residentil Code Edition: International Mechanical Code Edition: Uniform PlumbingCod Edition: International FueI Gas Code: Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National ElectricaCode: WA Cities Electrical Code: WAC 296-46B: 2017WA State Energy Code: Date: 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. Signature: Print Na : yC7I,..L � i C.,L Date: 67-5 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: *** PUBLIC WORKS PERMIT CONDITIONS ***The grease interceptor shall be installed per manufacturer's specifications and shall be maintained in accordance with Westfield Southcenter GREASE TRAP MAINTENANCEPROGRAM, WHICH IS ATTACHED AS PART OF THIS PERMIT APPROVAL. 16: Installation of the Reduced pressure Principle Assembly (RPPA) backflow requires a separate inspection from the Public Works Department. Please call 206 433-0179 to schedule a backflow inspection. The backflow shall be a Washington State Health Department approved backflow device. 17: Upon installation the subject backflow shall be tested by a certified tester and copy of test report forwarded to Public Works Inspector. 18: Upon installation the subject backflow shall be tested by a certified tester and copy of test report forwarded to Public Works Inspector. 19: Thereafter the RPPA shall be tested on annual basis at owner's expense and test reports forwarded to Tukwila Water Dept., 600 Minkler Blvd., Tukwila, WA 98188, phone 206 433-1860, fax 206 575-3404. 20: Thereafter the RPPA shall be tested on annual basis at owner's expense and test reports forwarded to 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 1 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWIL' Community Development3311ipartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.aov 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 Address: .4)0 c:.e 1/Y1c1 cJ l King Co Assessor's Tax No.: (7,2`i 70 l 3f.7 Tenant Name: fircizav►Z3 Te.c. Suite Number: 470 Floor: 1 PROPERTY OWNER Name: \j oh - K,r1oicirc Name: e.....4TS:H 1. 'Oro t<+/ Address: 01 p(.5 664 l3o, t1 Email: PIOrtAb d 01aeAOrCS5 ihC0a8C6rr9Ct15 . nV.: City: r"1 r cd State: 4 Zip: 92013 CONTACT PERSON — person recei B all 1 cation Name: \j oh - K,r1oicirc Address: l b 9/ 4/ 3 2 y S j City: E° State: Zip: e72. Phone:x s-3 3-S J&2 2S boy sJ Email: PIOrtAb d 01aeAOrCS5 ihC0a8C6rr9Ct15 . nV.: Valuation of Project (contractor's bid price): $ / 9 7e) v Scope�of Work (please provide detailed information): -in,� fc., ) L �/ bt'� f'' f7=or S C ' I ce t r . crG. _ in I� New Tenant: (K Yes No PLUMBING INFORMATION Company Name: f1/ I . , 4ley € 5.5 r'h l Address: /07/9 .3,2 I, 4 j --c City: 1 f State:, ,A Zip•98?72 c1 Gw�64 Cl rr Phone � SS', 246,..4Fax:: 53 t'OY 6'38i4„ Contr Reg No.jb 04 cL 9 0 (5xp Date:9 /26/4 c5 Tukwila Business License No.: 0 741,,2 9 Building Use (per Int'1 Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:\ApplicationsWorms-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/orrpiping outlets being installed and the quantit33ow: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent dram *� Shower, single head trap Sinks Rain water system — per drain (inside building) I Grease interceptor for commercial kitchen (>750 gallon capacity) 1 Each additional medical gas inlets/outlets greater than5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) , Fixture Type Qty Bidet Drinking fountain or water cooler (per head) *� Lavatory Urinal Water heater and/or vent I Repair or alteration of drainage or vent piping 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller l Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial *� Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors I Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain *� Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity I 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 Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHO Z D AGENT: Signature:-�-t� { Print Name: %-.1 Lek ,t Ide, e C_ Mailing Address: /C5/'1 3c4 S Date: q- 4,- /d ay Telephone: v95 3 ; ,s s /8'Z-( ( L� z�O !J (� 1?3 Z City State Zip H: \ApplicationsWorms-Applications On Line \2011 Applications'Plumbing Permit Application Revised 8-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK 3251( PG18-0057 Address: 507 SOUTHCENTER MALL Apn: 9202470010 $32510 Credit Card Fee $9.47 Credit Card Fee R000.369.908.00.00 0.00 $9.47 PLUMBING $303.49 PERMIT FEE R000.322.100.00.00 0.00 $209.64 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $33.15 PLAN CHECK FEE R000.322.103.00.00 0.00 $60.70 TECHNOLOGY FEE $12.14 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14256 R000.322.900.04.00 0.00 $12.14 $325.10 Date Paid: Monday, April 16, 2018 Paid By: JOHN KILDARE Pay Method: CREDIT CARD 01742G Printed: Monday, April 16, 2018 9:54 AM 1 of 1 RW SYSTEMS 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 zject: 4141•47 ICA Typkof Inspection: 1-) L u.inb r F I ge...L. Ad d rif:5 507 Ebt.t.444-1r-e-- MALL Date Called: T - Special Instructions: Date Wanted C—ermi'r P.m. Requester: Phone No: Approved per applicable codes. LJCorrectionsrequired prior to approval. COMMENTS: nspec or: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reirtspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit TC72- oo57 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: A..---.• le -1_,124-1 c Type of Inspection: 6/eale .77 L 1 e rc" e f '1-0 C Address: .577 Soc,a-i( e)4er- fikti/ Date Called: Special Instructions: Date Wanted: a.m. p.m. Requester: 51-111 I/' Phone No: Approved per applicable codes. D Corrections required prior to approval. COMMENTS: Tuiv-vpt4- wria vt.tsk 5voi\A-va Insp Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Catt to schedule reinspection. P( IS -W57 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: SOt" IC.01. T.xe of Inspection: r— .1.011b v% r i nap,,L- Address: 50-7 S eiktiA.Ciciv4ete t-1 Date Called: U Special Instructions: )4)8 3tV Fl 4/)Requester: ) Date Wanted: a.m. p.m. Phone No: JApproved per applicable codes. to approval. COMMENTS: -- "' ta14/ A;rig014, / gi rise s hnic_ A±( /7 444 cveat e 2 L Alt -1101- ii f' 'A' Ice ---/n44w* 1 - ....7.-,.-7-,,,---.:-_,.L..-s„,‘;.-.;,- MIN SIN- - i Inspec Date:6 7 zievr REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit ?Ooas-i- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 P 'ec : Type of Inspection: , i uLAN crz Mdress: SOl Atle-Qcv\t- tdt1 i Date Called: i (Q 1 Special Instructions: Date Wanted: a. . P.m. ... Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ikttXoteN/A etgoiNJ 4LatAil494 CAL ikigtrn 444,0j /1Q/eel /Ottfl- HAW REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 7 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ?Co ig-dOs PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 liSect: 45. retIctraa Type of Inspectilv 1 GT.44,Sf__ 1'0' Ceri tstr- Address:v 3‘4,7141c.e4er. MAIA Date Called: Special Instructions: Date Wanted: 69- 7- 2D/- e-etrCn: Requestly Phone No: pproved per applicable codes. El Corrections required prior to approval. COMMENTS: otiKijw-ol c.t.Z41 A41.1.1/4 Wald - Ins et Date: (43 REINSPECTION FEE REQUIRED. Prior to next inspec ion. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PCorg-az-7 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Projectg 7A1 ret•r-A) T •e of Inspection: Pb; fr Address Address: 60 C**14=C 1114 11.-4111041(fr 'Speciat Instructions: Date Wante : 5.-i c-047 a.m. P.m. Requester: ,...seinal Phone No: 1-243-381 -/787S— Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Lee ca (L.) REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. POPS BACKFLOW TESTING INC. (206) 551-5174 WATER PURVEYOR Tukwila PUD BACKFLOW PREVENTION ASSEMBLY TEST REPORT ASSEMBLY ID/FILE #/UTILITY DEVICE # NAME OF PREMISE Braganza Tea SERVICE ADDRESS 2800 Southcenter Mall CONTACT PERSON Shawn Meyer LOCATION OF ASSEMBLY V r t, 2 ( IOkr? te 6, 1‹. ACCOUNT # Meter # Commercial 1 Residential Li Tukwila ZIP 98188 PHONE (360) 433-1851 nroof 6 %R DOWNSTREAM PROCESS Domestic Water DCVA ❑ RPBA [ PVBA ❑ OTHER NEW INSTALL 0 EXISTING ❑ REPLACEMENT ❑ REMOVED ❑ OLD SER.# APPROVED ASSEMBLY? YES NO ❑ PROPER INSTALLATION? YES [] NO ❑ MAKE OF ASSEMBLY 141775 MODEL L F ODi' m C*T SERIAL NO. I* SIZE 3 IN1,T IAL TEST PASSED ❑ FAILED NI L1(1 DCVA / RPBA DCVA / RPBA RPBA PVBA / SVBA CHECK VALVE NO.1 CHECK VALVE NO.2 OPENED AT , o ASID AIR INLET OPENED AT PSID CLOSED TIGHT ❑ LEAKED 91 �PSID CLOSED TIGHT L LEAKED ❑ f t� r PSID #1 CHECK 11, �% PSID DID NOT OPEN ❑ AIR GAP OK, NEW PARTS AND CLEAN REPLACE PART ❑� ❑ G /41 CLEAN REPLACE PART ❑ ❑ CLEAN REPLACE PART ❑ [i CHECK VALVE HELD AT PSID ❑ ❑ ❑ ❑ 0 ❑ LEAKED ❑ ❑ ❑ ❑ ❑ Ll ❑ CLEANED I:REPAIRS REPAIRED ❑ ❑ ❑ ❑ ❑ ❑ ❑ TEST AFTER REPAIRS PASSED FAILED ❑ CLOSED TIGHT Ef/ LEAKED ❑ , i] PSID CLOSED TIGHT Ni LEAKED ❑ )) F PSID RV EXERCISED d OPENED AT 3, LI PS ID AIR INLET PSID CHK VALVE PSID #1 CHECK g r y PSID AIR GAP INSPECTION: SUPPLY PIPE DIAMETER DETECTOR METER READING / LEFT SERVICE AS FOUND Isolation valve: Open Closed 111 SOV#1: Open ❑✓ Closed ❑ SOV#2: Open [i(Closed SEPARATION PASS ❑ FAIL r] REMARKS: Z1(pot J L /L 4 L con) ) e(61 - j /, rf ✓ar LINE PRESSURE U 0 PSI CONFINED SPACE? No TESTERS SIGNATURE: So -La -ma -A, SX CERT. NO, B6626 DATE 6/7/2018 TESTERS NAME PRINTED Solomon Salter TESTERS PHONE # (206)551-5174 REPAIRED BY: Solomon Salter LIC NO, SALTESA832OQ DATE FINAL TEST BY: Solomon Salter CERT. NO. B6626 DATE CALIBRATION DATE 01-23-2017 GAUGE # 01081289 MODEL Midwest 835 SERVICE RESTORED YES rJ NO ❑ I certify that this report is accurate, and I have used WAC 246-290490 approved test methods and test equipment. 1 GB -35 afteete Vet41#1' High Efficiency Grease Interceptor Technical Data Submittal I Special Precautions I Specifications I Installation I Application Specific Details RECEIVED APR 17 MB ,33. (83.8 cm) TUKWILA PUBLIC WORKS 10* (25.4 cm) 25° (63.5 cm) REVIEWED FOR DE COMPLIANCE APPROVED 15" (38.1 cm) SUBMITTAL 25* (63.5 cm) MAY 04 2018 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 1 6 2018 STANDARD: 3" plain end inlet/outlet 1 Capacities - Liquid: 35 gal. (1323 L); Grease:142 lbs. (64.5 kg) (20 gat/75.6 0:Solids: 9.5 gal. (35.9 L) Pedestrian load rated, bolted, gas/water tight composite cover. (2,000 lbs.) OPTIONS: O 2' Plain End SCH. 40 InleVOutlet TeleGlide Risers rj 2' Male Thread Inlet/Outlet WLSR24 5" —23" O 3" Male Thread Inlet/Outlet fl LR24 >23' —38° id 4' Plain End SCH. 40 Inlet/Outlet 0 4" Male Thread Inlet/Outlet O Integral Membrane Clamping Collar Kit Pumpout Port (Small) SCHIER A. LIFETIME GUARANTEED C 0. GREASE INTERCEPTORS 1 0 MODEL NUMBER: G11.35 PART #: 4020 -001 -XX APPROVAL: PERMIT CENTER Signature: Date: Company: Specfying Engineer: Engineering Firm: DESCRIPTION: Polyethylene Grease Interceptor 35 GPM 35 gallon capacity DWG BY: 8. Karrer DATE: 10/08/2015 9500 Wooded Road Edwardsville, KS 013111 : Tel 913-951-3300 Fay: 913-951-3399 www.schoirproducts.corn 057-0840-02 REV: 4 10/13/2017 ECO: .1 Copyright 2017 Schier, All Fights Reserved page 1 of 6 AFor All Schier Grease Interceptor Installatjons SPECIAL PRECAUTIONS Installation Instructions Installation instructions and additonaI oom mo are located inside the interceptor. Read all instructioninstallation, Ths interceptor s intended to be installed by a Iicensed plumber in coriforrnance with all local codes. When Installing Interceptor Inside [ryour dishwashing i k(s) discharges into ufloor drain/sink (drain), you must regulate the flow into the dram to avoid an overflow of water onto the kitchen floor, This can be done by installing a vaive or flow restriction cap on the smn< pipirlg that discharges into the dram, See drawing below for guidance. For detailed guidance on indirect corinections, go to: xtto://*ahmv|n.00merpmdunts.conn/TenhnioaLDam/Indirect_ounnactivno.ngr Fernco or similar rubber flow restriction end cap Hydrostatic Slabs (or Pressure When installed d (slab designed mwithma4 upward lift, usually caused by hydrostatic pressure) interceptor must be enclosed in a watertight concrete vault. Failure to follow this guidance voids your warranty. concrete slab subject to hydrostatic pressure watertight concrete vault High Temperature Kitchen Water If water is entering the intercex` at exciwa»ennpenaturo(nve,/4O"F), aUmin~umrtompewng"o|vo(DTV)n"untbeinstaUed. Most state and local plumbing codes prohibit water above 140° F beindischarged into the sanitaWater h e 140° F will weaken or deform PVC Schedue 40 pipe, poly dramnage fxtures ike interceptors and erode the coating of cast iron (leading to eventual failure), Failure to follow this guidance voids your warranty. high temperatur effluent ( > 140° F) HighWater Table Installations Interceptors and risers are not designed to withstand water table height in excess of tbe top of the unit when huried (see figure). If it is possible for this to occur, install the interceptor and risers in a water -tight concrete vault or backfill with concrete or flowable fill (weconcrete and flowable backfill shoud be poured in stages to avoid crushing the interceptor). At risk areas include but are not timited to tidal surgeareas, floodplains and areas that receive storm water. Failure to follow this guidance voids your warranty. Models GB -50, GB -75, and GB -250 that are direct buried in high water table scenarios must be installed with model AK1 anchor kit or warranty is void, max water table height for direct burial AzIkAtio,o�� SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: ����-����� v��� PART sr 402*001mX DESCRIPTION: Polyethylene Grease Jnterceptor 35 GPM 35 galion capacity DWG BY: B. Karrer 9500 Woodend Road Edwardsville. KS 65111 Tel: 913-951-3300 Fax. 913-951-3399 DATE: 10/08/2015 REV: 4 10/13/2017 ECO: Copyright 2017 Sailer, All Fights Reservrd 057-0840-02 page 2 of 6 SPECIFICATIONS NOTES 1. 3" plain end inlet/outlet 2. Unit weight - w/composite cover: 77 lbs. (wet weight 525 lbs.) 3. Maximum operating temperature: 140° F continuous 4. Capacities - Liquid: 35 gal.; Grease: 142 lbs. (20 gal.); Solids: 9.5 gal. 5. Built-in How control. 6. 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 TECHNOLOGY 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 -35 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 35 GPM. Interceptor grease capacity shall be 142 lbs. Cover shall provide water/gas-tight seal and have minimum 2 ,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. of inlet & outlet Engineered inlet and outlet diffuser (see description) 25' Pedestrian traffic load rated, bolted, gas/water tight composite covers. (2,000 lbs.). Outlet "A' (Optional) Outlet 'B" (Standard) Outlet "0" (Optional) TOP VIEW SECTION A -A 25" ml Adjustable adapters with up to 3-1/2" of adjustability OUTLET END VIEW r SCHIER k, "„ LIFETIME GUARANTEED C ,i. GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART a: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: B. Karrer DATE: 10/08/2015 9500 Woodend Road Edwardsville, KS 66111 Tel 913-951-3300 Fax, 913-951-3399 www.schierproducts.com REV: 4 10/13/2017 ECO: e_. Copyright 2017 Schier, All Fights Reserved 057-0840-02 page 3 of 6 INSTALLATION of 2) WARNING! DO NOT AIR TEST UNIT OR TELEGLIDE RISER SYSTEM! Doing so may result in property damage, personal injury or death. LEAK/SEAL TESTING Cap/plug all base unit plumbing connections and remove covers. For base unit testing, fill with water to just above the highest connection. For riser system testing (if required) with water to finished grade level. CAUTION: Risers must be supported before filling with water to prevent tipping. Inspect unit, connections and all gaskets and clamps (if applicable) for leaks. Check water level at specific time intervals per local code. GENERAL INSTALLATION INSTRUCTIONS Schier grease interceptors are manufactured with an internal flow control system. They do not require an external flow control system or air intake vent. Schier grease interceptors are not to be installed in any other manner except as shown. Consult local codes for separate trapping requirements, cleanout locations and additional installation instructions. 1. The flow control plate is installed on this unit. When the unit is installed in a low flow/low head pressure condition (with a flow rate below 35 GPM), the flow control plate may be removed, Consult a Schier Representative before removing flow plate. 2. Set unit on level solid surface as close as possible to fixtures being served. 3. Connect outlet diffuser to the desired outlet (A,B,C). Unit is shipped with the outlet diffuser in location B and sealing caps on locations A and C. 4. Connect inlet and outlet drainage lines to unit. Mechanically couple pipes to unit. Do not solvent weld. NOTE: Do not install below a hydrostatic slab. BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Surrounding soil must be undisturbed soil or well compacted engineering fill, 2. Width and length of excavation shall be a minimum of 12° greater than the tank on all sides and depth shall be 6" deeper than tank bottom. 3. Set the tank level on a 6" deep layer of well -packed crushed aggregate material and connect waste piping per General Installation Instructions. BACKFILL 1. Preparation of sub grade per geotech recommendations. 2. Stabilize and compact sub grade to 95% proctor. 3. Fill unit with water before backfilling to stabilize unit and prevent float -out during backfilling. Secure covers and risers (if necessary) to the unit. 4. Backfill evenly around tank using crushed aggregate (approximately 3/4" size rock or sand, with no fines), or flowable fill. Do not compact backfill around unit. FINISHED CONCRETE SLAB Slab must extend 18' minimum outside the unit footprint. Pedestrian traffic or greenspace areas: 4" Thick reinforced concrete slab required. Do not install in vehicular traffic areas. Native soil Backfill Well packed base Concrete slab Finished grade Adapter Riser EXCAVATION AND BACKFILL DETAIL Riser to Grade Finished grade Recommended 2 -Way cleanout tee to grade (by others) SIDE VIEW DETAIL 18. min 0 \,4( - I 4.- , —+ — — •esk- —I— + J _ _ _ _ ELEVATION VIEW Finished grad CONCRETE SLAB DETAIL SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART a: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: B. Karrer DATE: 10/08/2015 95001.Nuodend Rom! Edwardsville, KS 66111 Tel. 913-951-3303 Fax- 913-951-3399 www.schiorproducts.com REV 4 10/13/2017 ECO: Copyright 2017 Schier, All Fights Reserved 057-0840-02 page 4 of 6 INSTALLATION (2 of 2) TELEGLIDE RISER (24 SERIES) INSTALLATION GUIDELINES Tools needed: 7/16" Nut driver toot/bit (included), marker (included), tape measure and drill with 1/2" chuck Jigsaw, circular saw or reciprocating saw will be needed if risers need to be cut. NOTE: To remove a component or adjust its position, the Upper Band Clamp needs to be loosened or removed using nut driver bit. Loosened clamps should be retightened to 5 - 8 ft lbs, of torque (same as a rubber no -hub coupling). The Lower Band Clamp is factory set and should not be adjusted or removed. Riser Assembly Instructions/Steps 1. Set unit so the pipe connections line up with jobsite piping and measure riser height needed from top of cover to finished grade. See Table 1 to select risers needed, 2. Remove covers from adapters. Remove adapters from main unit. On a level surface, pre -assemble the risers and adapters, adjusting the components upwards or downwards to achieve the riser height needed. Make sure to maintain minimum and maximum insertion depths as shown in Figure 2. If components are too long, make a circular line around the sidewall with marker and cut with a power saw. The lowest cut line on the riser assembly will be 5" beyond the riser height needed to allow for ideal insertion depth (See Figure 1). An alignment mark should be drawn1-2" beyond the riser height needed (depending on connection size) which will align with the top of the base unit gasket. DO NOT cut the alignment mark, The Adapters and risers should sit level with each other. Tighten upper clamps to keep riser/adapter assembly from shifting. Make alignment marks on the sidewalls at the top of all riser gaskets to aid final assembly. 3. IMPORTANT: Before the next step, make sure both diffusers are installed inside the main unit at the appropriate locations. Check if there needs to be any flow control adjustment at the inlet diffuser (see general installation instructions). 4. Take apart riser assembly and clean all sidewalls and insides of gaskets to remove dust/debris. Install components into the main unit starting from the lowest riser and work your way up to finished grade. Maintain minimum and maximum insertion depths for all components (see Figure 2). Tighten Upper Clamps to specified torque after correctly positioning components. Riser assembly may need to be supported during backfill. 5. If tilting of the adapter is required to be flush with grade, do so AFTER all clamps have been tightened with riser(s)/adaptor in a vertical and level position. Tilting is done using gasket flexibility. Tilting before tightening clamps may ruin a perfect gasket seal. Schier recommends tilting only the adapter versus the entire riser assembly to make sure your riser height and proper tank access is maintained. 6. If riser height conditions change after completing above steps, there may be room for adjustment. As long as minimum and maximum insertion depths are maintained (see Figure 2), the adapters/risers can be adjusted/cut as many times as necessary. When riser system installation is complete, see Leak/Seal Testing procedure if required (p3 of 5). Table 1 Riser Height Needed Risers Required 0 - 3-1/2" None (use adapter) 5" - 23" SR24 >23' - 38" LR24 Riser Height Needed 4' (w/ s(andart connections) (3for GB -35 w/ connections) Figure 1 - Riser Measurements — 2-1/2' Minimum Insertion Depth 4' Maximum insertion Depth (into GB unit only) over Adapter (shown) or Riser asket Upper Band Clamp (field adjustable) Lower Band Clamp (factory set - do not adjust or remove) GB Unit (shown) or Riser Figure 2- Insertion Depths SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART *: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: B. Karrer DATE: 10/08/2015 9500 VVourlund Road EtIvJard,ville, KS 66111 1eI 913-951-3300 Fax: 913-951-3399 uvnoms, luerprocluct5A orn REV: 4 10/13/2017 ECO: Copyright 2017 Schier, All lityhts 057-0840-02 page 5 of 6 11111fliIl4 11111117 Flow * jumi 11111011.1111 V!I1!I APPLICATION SPECIFIC DETAILS Inside a Corroded Concrete Unit Installation with Sampling Port SV24-L4 Basement Installation with Remote Pump -out Vent must terminate above the top rim of the sink Vent Stack Kitchen Foor Add this vent if unit is installed one or more floors below the fixtures being served 'Venting examples shown are typical, check local code for requirements Flow I» Additional Venting for Floor -Below Installations tiw SCHIER "„ LIFETIME GUARANTEED C , GREASE INTERCEPTORS MODEL NUMBER: GB -35 PART a: 4020 -001 -XX DESCRIPTION: Polyethylene Grease Interceptor 35 GPM - 35 gallon capacity DWG BY: B. Karrer DATE: 10/08/2015 9500 Woodend Road Edwardsville, KS 66111 Tel: 913-951-3300 fax: 913-951-3399 vaww.scl,icrproduets.rorn REV: 4 10/13/2017 ECO: Copyright 2017 Schier, All Rights Reserved 057-0840-02 page 6 of 6 ES-LF009 For Health Hazard Applications Job Name 1q1kt1_01_ Job Location Engineer Approval LEAD FREE* Contractor Approval Contractor's P.O. No REctiVve REEIED CITY OF TUKWILA APR 1? 2018 Series LF009 TUKWILA Reduced Pressure Zone AssembliggBLIC WORKS Sizes: 1/4" - 3" (8- 80mm) Series LF009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross - connections in piping systems or for containment at the service line entrance. The LF009 features Lead Free* construction to comply with Lead Free* installation requirements. This series features two in-line, independent check valves, captured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy maintenance and assem- bly access. Sizes 1/4" - 1" (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Lead Free* cast copper silicon alloy body construction for durability 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 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 internal pressure differential relief valve located in a zone between two positive seating check modules with captured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. Body and shutoffs shall be constructed using Lead Free" cast copper silicon alloy materials. Lead Free* reduced pressure zone assembly shall comply with state codes and standards, where applicable, requiring reduced lead content. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assem- bly shall meet the requirements of: USC; ASSE Std. 1013; AWVVA Std. C511; CSA B64.4. Shall be a Watts Series LF009. APR 1 6 2010 PER 1 IT CENTER • ; t Test Cock No 3 LF009 FILE Test Cock No. 4 Ball Type Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone ffi IrjA.v.--tot-, 4 4IVA ‘,4„ r 41;t11 Relief Valve Assembly Now A WattsBox Inst For more information, NOTICE Inquire with governing authoritie NOTICE Second Check Module Assembly Water Outlet able eRgIAMEEFFOR TilDteett5OLAONCE APPROVED ar locaterlit4 rmirments The information contained hereir is not MAW* full ANigtOr product installation and safety V of a trained product installer. Yot., installation instructions and product safety in ormatton before begin- ning the installation of this product. *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 and metric am apprcriamate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or mcdtly product design, construction, specifications, or materials with- out1...) prior notice d without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. 1 -- 7 INIWATTS Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - strainer LF - without shutoff valves PC - internal polymer coating W/Press** - press inlet x press outlet (1/2" - 2" only) Prefix: U - union connections Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UUFM 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 Relief valve seats. 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 Ye - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12.1 bar). Water temperature: 33°F -180°F (0.5° - 82°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC ASSE No. 1013 AWWA C511 CSA B64.4 IAPMO File No. 1563. o �S 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 212" 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 A in. DIMENSIONS mm in. B mm WEIGHT lbs. kgs. 909AGA /4"-'/z" 009, '/z 13 23 60 31/8 79 0.625 0.28 3/4" 009M2/M3 909AGC 3/4'-1" 009/909, 1 25 31/4 83 4' 124 1.5 0.68 1"-11/2" 009M2 909AGF 11/4"-2" 009M1, 2 51 43/8 111 63/4 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2, 4"-6" 993 909AGK 4"-6" 909, 3 76 6% 162 9% 244 6.25 2.83 8"-10" 909M1 909AGM 8"-10" 909 4 102 73 187 111A 286 15.5 7.03 909ELA '/4"-1/2" 009,3/4" 009M2/M3 - - - - - - - - 909ELC 3/4"-1" 009/909 - - 23 60 23 60 0.38 0.17 * 909ELF 1Y4"-2" 009M1, - - 35 92 35 92 2 0.91 1'/4"-2" 009/909, 2" 009M2, 4"-6" 993 * 909ELH 2Yz"-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. B mm C in. DIMENSIONS mm (APPROX.) D in. mm in. L mm M in mm N in mm WEIGHT lbs. kgs. 1/4 8 10 250 45/4 117 3% 86 11/4 32 51/2 140 23/4 60 2/ 64 5 2 3/4 10 10 250 4% 117 33/4 86 11/4 32 51/2 140 2% 60 21/2 64 5 2 1/2 15 10 250 4% 117 3% 86 11/4 32 51/2 140 2% 70 21/4 57 5 2 3/4 20 103/4 273 5 127 31/2 89 11/2 38 63/4 171 33/6 81 23/4 70 6 3 1 25 141/2 368 51/2 140 3 76 2' 64 9' 241 33/4 95 3 76 12 5 11/4 32 17% 441 6 150 3'/2 89 2'/s 64 11% 289 41/45 113 31/2 89 15 6 11/2 40 171/4 454 6 150 3' 89 2' 64 111/4 283 4'/e 124 4 102 16 7 2 50 21% 543 73/4 197 41/2 114 31/4 83 131/2 343 55/,6 151 5 127 30 13 Dimensions - Weight Size: 21/2" and 3" (65 and 80mm) LF009 STRAINER SIZE SIZE DN in. mm In. DIMENSIONS (APPROX.) in. C mm WEIGHT DIMENSIONS D mm (APPROX.) E in. mm in. M in. R min N U mm WEIGHT lbs. kgs. Nit 21/2 65 in. mm in. — mm in. — mm in. mm lbs. kgs. 21/2 65 10 34.5 254 63/2 65 165 93/4 248 28 12.7 3 80 10Ya 1814 257 7 197 178 10 254 34 15.4 tClearance for servicing Watts G-4000 Series QT – Ball Valves MODEL SIZE DN in. mm In. A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm in. L mm in. R min in. U mm WEIGHT lbs. kgs. LF009LF 21/2 65 — — — — 41/4 114 — — 181/4 460 — — 10% 270 76 34.5 LF0090SY 2'/2 65 331/4 845 151/4 403 41/2 114 16% 416 1814 460 7% 197 10% 270 166 75.3 LF009NRS 2'/2 65 3314 845 11% 289 41/2 114 16% 416 181/4 460 7% 197 10% 270 161 73.0 LF0090TFDA 21/2 65 331/4 845 6 152 41/2 114 16% 416 181,4 460 7% 197 10% 270 150 68.0 LF009LF 3 80 — — — — 4% 114 — — 181/4 460 — — 10% 270 76 34.5 LF0090SY 3 80 341/4 870 181/4 470 41/4 114 16% 422 181/a 460 83/4 222 105/s 270 198 89.8 LF009NRS 3 80 341/4 870 123/4 324 41/4 114 16% 422 181/4 460 83/4 222 10% 270 191 86.6 LF0090TFDA 3 80 341/4 870 7 178 41/2 114 16% 422 181/4 460 83/ 222 105/s 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 6P O kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 OP O .25 .60 .75 1 1.17 gpm .95 1.9 2.9 3.8 4.5 Ipm 3/8" Omm) LF009QT kPa psi 172 25 138 20 103 15 69 10 35 5 OP O kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 02 OP 07.6 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm 1/2" (15mm) LF009QT * 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 * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (*25mm) LF009M2QT 5 10 20 19 38 76 7.5 2.3 30 40 50 114 152 190 15 4.6 WATFS' 60 70 80 gpm 228 266 304 Ipm fps mps 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 OP O 11/4" (32mm) LF009M2QT 10 20 30 40 50 60 70 80 gpm 38 76 114 152 190 228 266 304 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 11/2" (40mm) LF009M2QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP O 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) LF009M2QT * kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O 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 25 50 75 100 125 150 175 200 225 250 gpm 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm*) LF009 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ES-LF009 1813 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 © 2018 Watts Workspace Webmail :: Print Print 1 Close Window Subject WST Brawn Tia TI Structural Slab Details From: Damn Johnston <DJohnstonehsrborengineers.com> Data: Mon, Mar 26, 2018 12:00 pm To: "eliebraganrs-taa.com" Wiebragaw.tes.com> Attach: 20180326115425.par https://emai124.godaddy.com/view jrint multi.php?uidArray=286541... Hi Eli, Please find attached the structural concrete slab details for your space at Westfield Mall Southcenter following our site visit on 15 March 2018. Kindly call me with any questions. Sincerely, Darren 5. Johnston, P.E., S.E. Senior Project Manager Harbor Consulting Engineers, Inc. 3316 Fuhrman Avenue East Suite 250 Seattle, WA 98102 Tel: (206)-709-2397 Toll Free: 1-844-621-5501 Direct: (206)-294-4024 Mobile: (206)-818-0815 Fax: (206)-709-2398 E-mail: djohnston@harborengineers.com REVIEWED FOR CODE COMPLIANCE APPROVED MAY 042018 City of Tukwila BUILDING DIVISION Copyright 0 2003-2018. A8 rights reserved. 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WOW F'/hR B ,rvo AiPtroPak2 COV CovAtem Con/Gee-re' -C' AK 8E S°z-r,4cKr ('c =3000 DJ/ M/A.404! y M. 3, Syr #; E= f� 48 'Apor 7- S,Ot PI/ CO miv 6 vvp S'LA$ .S'EGT7 0 /v It'EM Q testi_ , LEIS vi Sh' O,4'f V F-eR / $ DAYX 16/1/viA7vr►7 /IFF7 PL 4cfr./ C o.✓ GieETE. 7-Y17ACCE55 POLE REPAire 77/RU SFRtJGTc/AL 5LA3 ,c3,E'A�i4N?A TSA L Ar W .. T D,S, a" HAW- ,*/ D 24 M //8 T,4 HARBOR CONSULTING ENGINEERS,.INC. Seattle, Washington Phone: (206) 709-2397 www.hasborengineers.com Job #: _ Coke 4r3w ti-Le17 Retie eiRR (01 01/e CONC rOPP/N4 WAWA PEWSEnif 5Rorve, (E) V0/1-.? (El CONCR ETE SIR GI CTIMPA LSLAB (E) RE7A)FoRCeiliEn/7- 001/ T cur , ,c)0.5.-f77ve-Zy 40C/irE /ALL (E) 40C4 f. 64Por2v2..reo tz:EiVer77e4-r/ Az ,ti,4/N TAYev / CL E4'? CON CRETE C 0 ve-R rO..k:-.N.i=-4TAtufereti 3, 00 vor Cur AN , 0=‘,E,c-ttlefu Ps,/ COR- Z7/2ILL ONO H dGeS 0/V4 Y, C " AdA xoi vrn 4CirA-A.W 5. 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Seattle, Washington Phone: (206) 709-2397 www.harborengineera.00m Job 0: Scale: Sheet April 18, 2018 e City of Tukwila Department of Community Development JOHN KILDARE 10914 32 ST E EDGEWOOD, WA 98372 RE: Correction Letter # I PLUMBING/GAS PIPING Permit Application Number PG 18-0057 BRAGANZA TEA - 507 SOUTHCENTER MALL Dear JOHN KILDARE, 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 DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of24x36; 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 seaUstamp, 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). (BUILDING REVIEW NOTES) 1. Code references need to be revised to reference the adopted codes of Washington and City of Tukwila. Please provide new plan cover sheet including plan sheets and documents to reference current State and International codes including 2015 Washington State code amendments as follows: 2015 Tukwila Municipal Codes (TMC) 2015 International Building codes (IBC) 2015 Uniform Plumbing codes (UPC) 2015 International Mechanical codes (IMC) 2017 National Electrical codes (NEC) 2015 Washington State Energy codes (WSEC) 2009 ICC/ANSI A117.1 (barrier free codes) 2. Remove any notes to reference Oregon, specifically General Note 12. 3. Mall type of construction type shall indicate IIA and D2 seismic zone. 4. Provide specifications and explanation of the "Drain Hub" 5. Provide an elevation view for the grease trap showing the location and where the location shall be sufficient for servicing the grease trap. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 6. If there are to be any concrete cuts in the floor slab, an engineer's analysis shall be required with specification for cutting and repairs. Stamped engineer's documents shall be provided with the permit application. Also, show on the plan where those cuts shall occur. 7. All plan sheets produced by a registered design professional shall be stamped and signed, engineers shall be dated signatures. See General Note above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) On your plan show location of proposed Reduced Pressure Principle Assembly (RPPA). Specify the size/manufacturer/model number on plan.2) Show location of proposed grease trap on plan. Please note that the grease trap shall be maintained per the attached Westfield Southcenter GREASE TRAP MAINTENANCE PROGRAM.3) Please have the owner or his representative fill out the attached Non -Residential Sewer Use Certification form. List only the new plumbing fixtures and not the ones replaced in kind. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, Bill Rambo Permit Technician File No. PG18-0057 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD CON PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0057 DATE: 04/29/18 PROJECT NAME: BRAGANZA TEA SITE ADDRESS: 507 SOUTHCENTER MALL Original Plan Submittal Revision # X Response to Correction Letter # 1 before Permit Issued Revision # after Permit Issued DEPARTMENTS: A -T AW 3-1-16? Building Division prwc Public Works Fire Prevention Structural Planning Division F7Permit Coordinator LI LI PRELIMINARY REVIEW: Not Applicable r (no approval/review required) DATE: 05/01/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: Approved Approved with Conditions Corrections Required Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: 05/29/18 REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ID Fire 0 Ping D PW fl Staff Initials: 12/18/2013 5ERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG18-0057 DATE: 04/16/18 PROJECT NAME: BRAGANZA TEA SITE ADDRESS: 507 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: A -T C0-- ' 1'-t8 Building Division 111 ' &S CO I Yk-�i- Public Works NM Fire Prevention Structural Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable — (no approval/review required) DATE: 04/17/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 05/15/18 C Approved with Conditions ❑ Denied ' (corrections entered in Reviews) (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg— Fire ❑ Ping 0 PW 14- Staff Initials: 1,4k. 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard. Suite g100 Tukwila. Washington 98188 Phone: 206-431-3670 Web site: http: wwlc.Tukw•ilaWA.;ov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 0411917D IQ) ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued O Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Plan Check/Permit Number: PG 18-0057 Project Name: Braganza Tea Project Address: 507 Southcenter Mali Contact Person:----, /4 lc(c, t Summary of Revision: ?WA LD tNG Q._12A 4 N3't e.S RECEIVED CITY OF TUKWI Lq APR 2 6 2018 PERMIT CENTER Phone Number: .2S 3 25 5, /8a-26-- 1. au CODE a-ef c4s IND Dtv(e i &. CMS -IA -LW! t0.4 'f : P v ?Diva? ((o44 G ttt'w TOP Elevete0 oN (P 1.0) CUTS. (u -c5 4Dv rNitkt ftD or Pt.O. 2 . ba- 4 o N to-) 4. No Dtlk►N .t-ub (wtM.tSLIVALVAX4).to) 4 ftliltucitb chr2- R.°("1- 'T. loods.'T. ©oNE P. - PG ©EPA-'( foto, joDEo OW gg . Imrsx p.tcx . Gzm TRAP is vcco t-213 Now-itestdzn4'4 St e( kMe. C-cr; t'.A•k,or‘ ;ow a . SheetNumber(s): P.t0.Q. 2. PA_p. "Cloud" or highlight all areas of revision including date��opf evis'on Received at the City of Tukwila Pe it Center by: d Entered in TRAKiT on t3 C.` 1'rerihslo . ,.ion Snbm'oud Form. do: Rmited .luso,. 2015 PLUMBING EXPRESS INC Contact Safety & Health Claims & insurance Washington State Department of Labor & Industries Page 1 of 3 0 Search L&I A-7 Index Help My L&I Workplace Rights Trades & Licensing PLUMBING EXPRESS INC Owner or tradesperson Principals KILDARE, JOHN THOMAS, PRESIDENT KILDARE, KRISTI KYLE, VICE PRESIDENT Doing business as PLUMBING EXPRESS INC WA UBI No, 602 226 682 PO BOX 2226 SUMNER, WA 98390 253-8264621 PIERCE County Business type Corporation Governing persons JOHN THOMAS KILDARE KRISTI KYLE KILDARE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties PLUMBING License no. PLUMBEI98600 Effective — expiration 09/20/2002— 09/20/2018 Bond No bond accounts during the previous 6 year period. Insurance AMERICAN FIRE & CASUALTY CO $1,000,000.00 Policy no. BKA54313254 Received by L&I Effective date 11/15/2017 01/01/2011 Expiration date 01/01/2019 Savings (in lieu of bond) $6,000.00 Received by L&I Effective date 11/01/2013 11/01/2013 Release date Impaired date N/A N/A Savings account ID Savings history Help us improve https://secureini.wa.goviverify/Detail.aspx?UBI=602226682&LIC=PLUMBEI98600&SAW= 5/9/2018 PLUMBING EXPRESS INC Lawsuits against the bond or savings No lawsuits against the bond or savings acct Brits during the previous 6 year period. LSI Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations Infraction no. PPEJP00927 Issue date 01/10/2018 Violation city SUMNER Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Mr. Jody W. Kildare Infraction no. PZETD00767 Issue date 09/15/2014 Violation city SUMNER Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Plumbing Express employed Jody William Kildare plumber trainee to install ABS waste pipe, Installing drain pipe when expired, expired on 5/3/2014 Satisfied RCW/WAC 18.106.020 Violation amount $250.00 Satisfied RCW/WAC 18.106.020 Violation amount $500.00 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 890,729-01 Doing business as PLUMBING EXPRESS INC Estimated workers reported Quarter 4 of Year 2017 "4 to 6 Workers" L&I account contact T3 / KENT ANDERSON (360)902-6963 - Email: ANDN235@Ini.wa.gov Track this contractor 9 Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Page 2 of 3 Help us improve https://secure.lni.wa,gov/verify/Detail.aspx?UBI=602226682&LIC=PLUMBEI98600&SAW= 5/9/2018 PLUMBING EXPRESS INC Page 3 of 3 l Workplace safety and health No inspections during the previous 6 year period. 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=602226682&LIC=PLUMBEI98600&SAW= 5/9/2018 REVISION HISTORY Lu z w c) 0 VICINITY MAP TUKWILA PKWY SITE KEY PLAN Westfield, LLC LEASE PLAN TENANT BRAGANZA TEA P.O. BOX 2667 VANCOUVER, WA 98668 PHONE: (360) 608-0307 CONTACT: ELI NEWTON PROJECT MANAGER ELI NEWTON P.O. BOX 2667 VANCOUVER, WA 98668 PHONE: (360) 608-0307 GENERAL NOTES- PROJECT PROJECT ADDRESS BRAGANZA TEA 633 SOUTHCENTER MALL SUITE 670 SEATTLE, WA 98188 1.PLANS REVIEWED AND APPROVED BY LANDLORD'S TENANT COORDINATOR MUST BE PRESENT ON THE JOB SITE AND BE ACCOMPANIED BY PLANS APPROVED FOR BUILDING PERMIT. ANY PROPOSED DEVIATION FROM THE LANDLORD APPROVED PLANS MUST BE NUMBERED AND CLOUDED ON THE PLANS, AND THEN RESUBMITTED BY THE TENANT TO THE LANDLORD FOR RE -APPROVAL PRIOR TO ANY CONSTRUCTION CHANGES TAKING PLACE IN THE FIELD. 2.TENANT'S GC IS REQUIRED TO CHECK IN WITH LANDLORD'S ON SITE PROPERTY MANAGER PRIOR TO THE START OF TENANT CONSTRUCTION. CONTACT MALL MANAGEMENT OFFICE. 3.CONTACT PROPERTY MANAGEMENT FOR CONSTRUCTION BARRICADE REQUIREMENTS, INCLUDING BARRICADE GRAPHICS. 4.TENANT'S GC IS RESPONSIBLE TO COMPLY WITH ALL MALL RULES AND REGULATIONS AND AS INSTRUCTED ON SITE BY MALL MANAGEMENT. 5.ANY DAMAGE TO LANDLORD'S PROPERTY DURING TENANT DEMOLITION OR CONSTRUCTION (MALL FLOORING, BULKHEAD, NEUTRAL PIERS, ETC.) WILL BE REPAIRED PER MALL SPECIFICATIONS, AT TENANT'S EXPENSE, 6.ANY LANDLORD EQUIPMENT, COMPONENT, AND / OR SERVICE FEEDING OTHER TENANT(S) THAT IS EXISTING IN THE SPACE MUST REMAIN VISIBLE AND ACCESSIBLE TO THE LANDLORD. TENANT SHALL INSTALL ACCESS PANELS AS REQUIRED TO MAINTAIN ACCESS. ACCESS PANELS SHALL BE LABELED TO PROPERLY IDENTIFY SYSTEM, COORDINATE WITH MALL OPERATIONS. 7.ALL LANDLORD COMMENTS FROM PREVIOUS REVIEW(S) ARE TO BE INCORPORATED INTO THE FINAL SET OF APPROVED DRAWINGS AND ARE TO BE ADHERED TO IN THE FIELD, 8.ALL LANDLORD COMMENTS ON THIS SET OF DRAWINGS SHALL APPLY TO THE ENTIRE DOCUMENT SET, EVEN IF NOT REPEATED ON EVERY SHEET IN DRAWING SET, 9.THE RE -USE OF ANY EXISTING CONSTRUCTION, FINISHES, EQUIPMENT, OR ELECTRICAL, PLUMBING OR HVAC SYSTEMS CURRENTLY IN THE SPACE IS CONDITIONAL UPON IT BEING APPROPRIATE FOR RE -USE. ANY EXISTING CONDITION OR EQUIPMENT TO BE RE -USED MUST BE RESTORED TO LIKE NEW CONDITIONS. THE LANDLORD MAKES NO WARRANTY ON THE RE- USE OF ANY EXISTING CONDITION IN THE SPACE. NO MECHANICAL WORK WILL BE PERFORMED, IF SO EXISTING HVAC SYSTEM MUST BE SUITABLE FOR RE -USE, AND THESE PROVISIONS MUST BE FOLLOWED. 10. IF AT ANY POINT A FAILURE, UPGRADES, AND / OR IMPROVEMENTS TO EXISTING SYSTEMS OCCUR, IT IS THE SOLE RESPONSIBILITY OF THE TENANT TO REPAIR OR REPLACE, AT TENANT EXPENSE. 11. LANDLORD AND TENANT RESPONSIBILITIES ARE AS DEFINED IN LEASE AGREEMENT. 12.ALL WORK, BOTH NEW AND IN PLACE, IS TO MEET THE REQUIREMENTS OF APPLICABLE CODES, REGULATIONS AND AUTHORITIES HAVING JURISDICTION. 13.MECHANICAL AND PLUMBING WORK FOR THIS PROJECT IS DESIGN -BUILD. PROVIDE HVAC TO ALL ZONES IN THE SCOPE AREA. COORDINATE LOCATIONS OF ALL MECHANICAL EQUIPMENT, DUCTWORK, DIFFUSERS, THERMOSTATS AND ALL OTHER VISIBLE COMPONENTS WITH ARCHITECTURAL DRAWINGS, ALL OTHER TRADES, AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. A PRE -DESIGN COORDINATION MEETING WITH ARCHITECT AND LANDLORD IS REQUIRED. SUBMIT ALL DRAWINGS TO ARCHITECT AND LANDLORD FOR APPROVAL. OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS. 14.ELECTRICAL WORK IN THIS PROJECT IS DESIGN -BUILD. THIS INCLUDES BUT IS NOT LIIMITED TO FIRE PROTECTION, CONTROLS, LIFE SAFETY, LIGHTING, POWER AND PROVISIONS FOR COMMUNICATIONS. OBTAIN AND PAY FOR ANY ASSOCIATED PERMITS AND INSPECTIONS. BY COMMENCING THE WORK THE CONTRACTOR WARRANTS THAT ALL TRADES HAVE REVIEWED THE DRAWINGS AND WILL PROVIDE WORK COORDINATED WITH THE ARCHITECTURAL DRAWINGS, THE WORK OF OTHER TRADES, AND WITH FIELD CONDITIONS. SUBMIT DESIGN -BUILD ELECTRICAL DRAWINGS FOR LANDLORD TO REVIEW. E tit\ N SHEET LIST P0.0 GENERAL PLUMBING INFORMATION P1.0 PLUMBING FLOOR PLAN ABBREVIATIONS AFF ABOVE FINISH FLOOR ALUM CLG CG DF E GC GL GYP HM MTL NIC NTS OC PTD RCP SIM T.O. T TYP UNO VIF WD ALUMINUM CEILING CORNER GUARD DRINKING FOUNTAIN EXISTING GENERAL CONTRACTOR GLAZING GYPSUM HOLLOW METAL METAL NOT IN CONTRACT NOT TO SCALE ON CENTER PAINTED REFLECTED CEILING PLAN SIMILAR TOP OF TENANT TYPICAL UNLESS NOTED OTHERWISE VERIFY IN FIELD WOOD SEPARATE PERMIT REQUIRED FOR: i 11echanicai afiiectrical ❑9"umbing Gas PipIng City of Tukwila BUILDING DIVISION h.pw'r R/Tctnr� REVISIONS No chnnpes shall be made to the scope tit mirk without prior approval i,Flit','ii€1 Bulking Division. ' SMOTE: 'coVWan uisions will require a new Wat. k_ _ and may include add bona1 plan resew fee: . GENERAL CONTRACTOR RESPONSIBILITIES 1. GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL CONTRACTORS, UNLESS EXPRESSLY INDICATED BY PROJECT MANAGER. 2.ANY DISCREPANCIES OR INCONSISTENCIES MUST BE BROUGHT TO THE ATTENTION OF PROJECT MANAGER, 3.PROJECT MANAGER SHALL BE RESPONSIBLE FOR ARRANGING ARRIVAL TO PREMISE OF SIGNAGE, MENU, AND DISPLAYS WITH GRAPHIC WORK. ALSO, THE ARRIVAL OF ALL FINISH MATERIALS. 4.THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE TENANT DELIVERY DATES AND INSTALLATION SCHEDULES FOR ALL TENANT SUPPLIED ITEMS AND FOR VERIFYING QUANTITIES REQUIRED AND FOR CHECKING GOODS UPON ARRIVAL FOR CORRECT COLOR, QUANTITY, DAMAGES, ETC. FILE COPY Permit No. ci 005'7 SCOPE OF WORK Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize • ELECTRICAL (UNDER SEPARATE PERIIIIIT) • PLUMBING (UNDER SEPARATE PERMIT) CODE SUMMARY the violation of any adopted code or ordinance. Receipt of approved Field Copy and conditions is acknowledged: By: Date: -s=� ADOPTED CODES: ® 2015 TUKWILA MUNICIPAL CODES (TMC) ® 2015 INTERNATIONAL BUILDING CODES (IBC) ® 2015 UNIFORM PLUMBING CODES (UPC) • 2015 INTERNATIONAL MECHANICAL CODES (IMC) ® 2017 NATIONAL ELECTRICAL CODES (NEC) ® 2015 WASHINGTON STATE ENERGY CODES (WSEC) ® 2009 ICC/ANSI A117.1 (BARRIER FREE CODES) OCCUPANCY: M-MERCANTILE TYPE OF CONSTRUCTION: IIA SEISMIC ZONE: D2 ACTUAL AND ALLOWABLE CALCULATION : 480 SQFT BUILDING HEIGHT AND NUMBER OF STORIES: 1 STORY FIRE SUPPRESSION AND DETECTION INFORMATION: FULLY-SPRINKLERED OUTSIDE AIR REQUIREMENT BASED ON USE: NA METHOD OF ENERGY CALC: NA MIN # FIXTURE: NA HIGH HAZARD LANDSLIDE: NO WIND SPEED: NA SOIL BEARING PRESSURE: VERTICAL FOUNDATION PRESSURE SNOW LOAD: NA EXPOSURE FACTOR: NA City of Tukwila BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2018 ``--�� Vf` City of Tukwila BUILDING DIVISION REV DESCRIPTION DATE APPROVED SYMBOLS NORTH ARROW GRAPHIC SCALE 0' 1' 2' 4' DRAWING TITLE 1 DRAWING IDENTIFICATION RAWING TITLE A2.01 1/8" =11-0" SHEET IDENTIFICATION EXTERIOR ELEVATION DIRECTION VIEWED DRAWING IDENTIFICATION SHEET IDENTIFICATION SECTION REFERENCE DIRECTION VIEWED DRAWING IDENTIFICATION SHEET IDENTIFICATION BUILDING SECTION WALL SECTION DETAIL REFERENCE SIM DRAWING IDENTIFICATION SHEET IDENTIFICATION DIRECTION VIEWED DRAWING IDENTIFICATION SHEET IDENTIFICATION INTERIOR ELEVATION 1 3 GRID REFERENCE LEVEL DATUM ROOM TAG NAME` 101 DOOR TAG DIRECTION VIEWED WITH DRAWING . IDENTIFICATION SHEET IDENTIFICATION GRID/COLUMN LINE LEVEL IDENTIFICATION LEVEL ELEVATION ROOM NAME IDENTIFICATION ROOM NUMBER IDENTIFICATION RELITE TAG II II R-X SEE DOOR AND RELITE TYPES AND DETAILS SHEET A8.03 DOOR SCHEDULES AND DATA IN SPECIFICATIONS DIV. 8 GLASS TYPE TAG EQUIPMENT TAG REVISION TAG / I\ F- a- 0 uORRECfl N LTR# RECEIVED CITY OF TUKWILA APR 2 6 2018 DIMENSION TO FACE OF: - PARTITION ASSEMBLY - EDGE OF DOOR OPENING - EDGE OF OTHER ASSEMBLY - WORK POINT INDICATED ON DETAILS -CENTERLINE AS SHOWN AND/OR WHERE NOTED -GLASS PERMIT CEN TER NAME DATE DRAWN SPL 4/23/18 CHECKED c)) EJ@EAZEL 4H/, ENG APPR MGR APPR TITLE SOUTH CENTER MALL PROPOSAL LICENSEE: (4 UNLESS OTHERWISE SPECIFIED - DIMENSIONS ARE IN INCHES ANGLES ±X.X° PL ±X.XX 3 P, ..XXX SIZE D DWG NO P0.0 REV SCALE: WEI SHEET 1 OF 2 REVISION HISTORY PLU BI .G SCOPE INSTALL NEW PLUMBING SYSTEM AS PER DETAILS IN THE PLUMBING CONNECTION SCHEDULES. EXISTING CONNECTIONS FOR WASTE AND COLD WATER ARE STUBBED TO THE SPACE BY LANDLORD. PLU BI G LEGED NOTE: NOT ALL SYMBOLS MAY BE USED IN THESE DRAWINGS. NEW LINE EXISTING LINE DOMESTIC COLD WATER FILTERED WATER DOMESTIC HOT WATER VENT DETAIL MARK SHEET WHERE DETAIL IS SHOWN ICI TFF DOWN Oi— PIPE UP C+— PIPE DOWN —Da— FULL PORT BALL VALVE --�— BALANCING VALVE CHECK VALVE POINT OF CONNECTION WATER CONNECTION(STOP VALVE WHERE APPLICABLE) TENANT IS RESPONSIBLE FOR RECONSTRUCTION AND PATCHING OF THE SLAB ON -GRADE SYSTEM INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. ACCESS FLUSH WITH FINISHED FLOOR Ia©' E 3" DRAIN LINE IN 1,0111111111111 1► iI\\Ii1II�l�� 4" DRAIN LINE OUT TO LL MAIN 6" DEEP LAYER OF WELL -PACKED CRUSHED AGGREGATE GREASE TRAP ELEVATION NTS ECTION SCHEDULE FRONT AREA P-02 P-03 2" DRAIN LINE P-24 P-26 P-27 P-04 A A Lig1( A\ P-01 P-10 P-07 P-21 A LL P-08 CONCRETE CUTS AT P-23 & P-28. SEE ENGINEERING FOR DETAILS. P-25 A P-23 J P-20 P-30: 3" DRAIN LINE (PLUMBER TO USE SHORTEST DISTANCE TO LANDLORD MAIN.) P-25 PLUMBING FLOOR PLAN - WASTE 1/2" =1'-0" P-22 SYMBOL MARK DESCRIPTION MANUFACTURER Fixture Fixture Provided by: Fixture set in place by: Valve Height Waste Vent Cold Water Hot Water Filtered Water PLUMBER SCOPE SUMMARY P-01 LARGE ICE BIN Krown new Tenant Plumber - Diameter: 1"- - - - Indirect drain 1"PVC. (dump into floorsink, leave 1" airgap) new or existing? new - - - P-02 RINSESINK Welded into counter new Tenant GC - Diameter la 2 ) 2 - - - Newsink new or existing? new new - - - P-03 RINSE SINK SPRAY GUN & VALVE T&S B-0101-BKF new Tenant Plumber 60" Diameter: - - 3/4" - - Plumber installs new cold water line. Mount new spray gun. new or existing? - - new - - P-04 MEDIUM ICE BIN Krown new Tenant Plumber - Diameter: 1 " - - - - Plumber to install condensate pump. Drain to nearest floor sink. new or existing? new - - - - P-05 WATER FILTER Pelican PC1000 carbon filter with PPS Blue Pre -filter new Tenant Plumber - Diameter: - - 3/4" - - Plumber installs waterfilter using brass connectors (Pre -filter in back room. Mainfilteronfrontcounter) new or existing? - _ new - _ P-06 POT FILLER -FRONT T&S B-0592-CR wall mount swing arm new Tenant Plumber 68" Diameter: - - - - 3/4" Plumber installs pot filler (wallmount) at68"offfloor,connect into Filtered waterline. new or existing? - - - - new P-07 HAND WASH SINK BK Resources BK-DIS-1014-5-SS with Advance Tabco K-52 faucet new Tenant Plumber Below Sink Diameter: 1-1/2" 1-1/2" 1/2" 1/2" - Plumber installs hand wash sink (replaces existing). Connect water, waste, and ventvia existing lines in the wall. new or existing? new - - - - P-08 FLOOR DRAIN Determined by Plumber new Plumber Plumber - Diameter: 2" 2" Plumberinstallsfloordrain.Provide rimer and drain. I p new or existing? new inspect - - - P-09 - - - - - - Diameter: - - - - - Not Used new or existing? - - - - - - - P-10 Cooler TRUE new Tenant GC - Diameter: 2" - - - - Plumber to attach pvc 2" indirect drain to back of cooler. Drain line to have a couplerinstanedatbackwan. new or existing? new - - - - P-26 J (4NS P-05 P-28 \-4" DRAIN LINE PLUMBING CONNECTION SCHEDULE BACK AREA P-06 021014NV1 01 31SVM (3) z REV DESCRIPTION DATE APPROVED /8\ n A A LL, A :FIN( 0 A EXPOSED DECORATIVE COPPER PIPE REQUIRED FOR THE FILTERED WATER LINES RUNNING BETWEEN THE WATER FILTER AND FRONT POT FILLER. SEE DESIGN DRAWINGS FOR FINISH/FIT. .6\ u u A O C O 0O - -I (_i P-29 P-10 ROUTE PIPING IN CEILING AND DOWN WALL. COORDINATE ROUTING WITH FRAMING. ROUTE PIPING DOWN WALL FOR POT FILLER PER CONNECTION SCHEDULE. P-25 P-25 I MINIM P-22 PLUMBING FLOOR PLAN - DOMESTIC WATER 1/2" =1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED MAY 04 2018 City of Tukwila BUILDING DIVISION "er " OO SYMBOL MARK P-20 DESCRIPTION ICE MACHINE MANUFACTURER Manitowoc Fixture Fixture Provided by: new Tenant Fixture set in place by: Automatic Ice Co. Valve Height 42" Diameter: Waste Vent 1" Cold Hot Water Water Filtered Water 3/4" new or existing? new new PLUMBER SCOPE SUMMARY Plumber installs angle stop for filtered water. Newdrain into mop basin. P-21 3-SINK/PRE-RINSE Advance Tabco FE-3-1812-18RL /Fisher 64793 new Tenant Plumber Diameter: 2" 2" 3/4" 3/4" new or existing? new New 3 compartment sinkwith direct and indirect PVC drain lines. P-22 POT FILLER -REAR T&S B-0600 wall mount new Tenant Plumber Below Drainboard Diameter: 3/4" new or existing? new -; Plumber installs pot filler (wall mount), connected into Filtered water line. P-23 MOP BASIN & FAUCET ProFlo PFMB2424 with PFWG24S S.S. wall guards & T&S B-0665-RGH new Tenant Plumber Diameter: 2" 2" 3/4" 3/4" new or existing? new New 24"x24"fiberglass mop basin. P-24 ON -DEMAND WATER HEATER WALL MOUNTED STIEBEL ELTRON new Tenant Plumber 96" Diameter: 3/4" P-25 (2) HOT WATER DISPENSERS BUNN new Tenant Plumber 36" new or existing? Diameter: Intall new. 3/4" new or existing? new Plumber installs lfiher ateran lestgp Loanests ater dispensers via braided line. P-26 P-27 9" FLOOR SINK HAND WASH SINK WALL MOUNT Determined by Plumber new new Plumber Tenant Plumber Plumber Diameter: 2" 1-1/2" new or existing? Diameter: new 2" 1-1/2" 3/4" 3/4" P-28 P-29 GREASE TRAP RPPA Scheir GB-35 WATTS LF-009 new new Plumber Plumber Plumber Plumber new or existing? Diameter: new 1• Plumber ins ails. / � /tea p Pe OVA/ Install new. new or existing? Diameter: new - 3/4" 3/4" new or existing? Location determined by the plumber/PM. Considerations are cost vs exposure to foot traffic. (i.e. Set grease trap as cicREo@enl>yirriO II as reasonable.) Installed top flus h with floor. ('ITIf OF TUKWILA Mount at 4' APR 2 6 2018 P-30 DRAIN LINES new Plumber Plumber Diameter: new or existing? new Plumber installs beneath floor. PERMIT CENTER NAME DATE DRAWN SPL 4/23/18 CHECKED 0,L@CAZREA,VDC,\ ENG APPR MGR APPR TITLE SOUTH CENTER MALL PROPOSAL LICENSEE: UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES ANGLES ±X.X° 2 PL ±X.XX 3 PL ±X.XXX SIZE D DWG NO P1.0 REV SCALE: WEIGHT: SHEET 2 OF 2