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HomeMy WebLinkAboutPermit PG19-0059 - MEET FRESH - PLUMBING SYSTEMMEET FRESH 121 SOUTHCENTER MALL UNIT 724 PGI 9-0059 Parcel No: ��^�xx "�� Tukwila *~�~� ^�v o U�n��m�va Department of Community Development G3O0SuuthcenterBoulevard, Suite #10O Tukwila, Washington BW280 Phone: 206'431'3670 Inspection Request Line: 2O6~438-935O Web site: h"p://www.TukwilaWA.,gov PLUMBING/GAS PIPING PERMIT 9202470130 Permit Number: MG19'0059 lZl5OUTHCENTERMALL Un|C724 Issue Date: 7/19/2019 Permit Expires On: 1/15/2020 Project Name: MEET FRESH Address: VVESTRELDPROPERTY TAX DEPT POBOX l30940'QRB��WA, 92013 Contact Person: Name: D4V|DLEE Address: 2l26NVVZU4TMST'SHORELINE, WA, 98177 Contractor: Name: SKYWAY PLUMBING INC Address: POBOX 4154'RENTUN,WA, 98V57 License No: SKYWAP191OMP Address: ''' Phone: p06 788-7955 Expiration Date: 7/I8/2019 DESCRIPTION OFWORK: INSTALL PLUMBING SYSTEM WITHIN TENANT SPACE PER PLAN. Valuation of Work: $20,000.00 Water District: TUKVV|LA Sewer District; TUKYV|LA Fees Collected: $444.97 Current Codes adopted by the City of Tukwila: international Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code; Permit Center Authorized Signature: 2015 2015 2015 2015 2015 National Electrical Code: WACities Electrical Code. VVACZ96-ub8: VVAState Energy Code: Date: 2017 20172017 2015 |headycertify that | have read and examined this permit and know the same tobetrue and correct, All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The d of this permit does ot to giveauthoritytovio|ateorcanoel the provisions ofany other state orlocal laws reOu|adnQcu performance ofvvork. |amauthohzed tosign and obtain this development permit and agree tothe coj�ditionsattached tothis permit. Signature: Print Name: This permit shall become null and void ifthe work bnot commenced within 18Odays for the date ofissuance, nrif the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ^^^pu]mmmG/GA5PIPING PERMIT CnmDnlDNS~^. 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 beinstalled incompliance 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 betested and approved asrequired bythe Plumbing Code and Fuel Gas Code. Tests shall beconducted inthe presence ofthe Plumbing Inspector. |tshall bethe duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work isready 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 bmade toprotect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall beinsulated tuminimum n'3. O: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall beprotected bysteel nail plates not less than 18gauge. 9: Piping through concrete ormasonry walls shall not besubject toany load from building construction. No plumbing piping shall bedirectly embedded inconcrete nrmasonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected inaccordance with the requirements ofthe building code. 11: Piping inthe ground shall belaid nnafirm bed for its entire length, Trenches shall bebachMUedinthin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfi||'frozen earth, orconstruction debris, lZ: 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 ofthe 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 4OZofWashington State Amendments 15: Grease interceptor shall beinstalled per manufacturer's specifications. 16: Grease interceptor shall be maintained per Westfield Southcenter Grease Interceptor maintenance program; see attached. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWII) Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Plumbing/Gas Project No. i tNa ?t i -0059 Date ".A.ppltcatton Accepted Date Application Expires: / " / (For.; f, jtce 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** King Co Assessor's Tax No.: Site Address:1472-4 , / t Suite Number: 7z Tenant Name: Me 2t' rYP New Tenant: PROPERTY OWNER Name: �� vyilipylseA l/� � Address: City: State: Zip: CONTACT PERSON — person receiving ail.project communication Name: .4= .6"ei Address: 21 /v w :-0 q 5-7-7 City: �� State: 11/,A Zip: l /( 7,> Phone: �6 _d2 ( 7doeI Fax: Email: d , (co d (G„m„!/i . 4,_.,„ Floor: / Yes ❑..No PLUI BING CONTRACTOR INFORMATION Company Name: Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: p/.7 o7 0 , Valuation of Project (contractor's bid price): $ 7--C) Scopee of�Workor(please provide detailed information): 7f= ci�-ui <<e p itd r'Cl vti Building Use (per Int'1 Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-I I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or piping outlets being installed and the quantity\b.pw: Fixture Type Qty Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks tJ Rain water system — per drain (inside building) Grease interceptor for commercial kitchen (>750 gallon capacity) Each additional medical gas inlets/outlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1-5) Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Z Urinal Water heater and/or vent / / Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Clothes washer, domestic Food -waste grinder, cornmercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type Qty Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1-5 inlets/outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 international Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Date: %f / ‘ /7 Day Telephone: '7•F> 6 ce/ 7^ e/ Mailing Address: (7- 6 /UTAI/ 7.-0 4 - Sf `1949- :2 r w — ?c61/>> City State / Zip H:\Applications\Forms-Applications On Linet2011 Applications\Plumbing Permit Application Revised 5-9-11.docx Revised: August 2011 bh Page 2 of 2 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $444.97 PG19-0059 Address: 121 SOUTHCENTER. MALL Apn 9202470130 $444.97 CONVENIENCE FEE $12.11 CONVENIENCE FEE R000.369.908.00.00 0.00 $12.11 Credit Card Fee $12.96 Credit Card Fee R000.369.908.00.00 0.00 $12.96 PLUMBING $403.75 PERMIT FEE R000.322.100.00.00 0.00 $323.00 PLAN CHECK FEE R000.322.103.00.00 0.00 $80.75 TECHNOLOGY FEE $16.15 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R17413 R000.322.900.04.00 0.00 $16.15 $444.97 Date Paid: Tuesday, April 16, 2019 Paid By: DAVID LEE Pay Method: CREDIT CARD 06864G Printed: Tuesday, April 16, 2019 12:28 PM 1 of 1 SYSTEMS 0 CO CITY OF TUKWILA Date: 04/10/2019 12:27:52 PM CREDIT CARD SALE VISA CARD NUMBER: ***^****7270 K TRAN AMOUNT: $444.97 APPROVAL [D: 868646 RECORD #: 000 CLERK ID: kandace Thank you! Customer Copy 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION (206) 431-3670 Project: Al. W. - - - / 15 ;et 5'0 ° P9 Type of lnspecti ii, din n- Address: /2/ .5 ` C �� �� Date Called: , Special Instructions �/�' -Date Wanted: a.m. P.m. Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. 1 nspector: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PCI? eas? PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 670 Permit Inspection Request Line (206) 438-9350 .Proje Typ f nspe on Addre s: Date Called: Special Instructions: ; that ant d: �� .� a.m. p.m. f i Lequester: Phone No: Approved per applicable codes. rections required prior to approval. REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 9 -(Do INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proct: FreS V% Ty of !asp Lion: ` Ad ress: %.ji,xeserlitir. riou.. Date Cat ✓ pecialInstructrons: altRequester: o �Z `� Date anted: 44 fr►'' r Ili aye ... Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: gen-iiv L`,dJ IN / . PV/i - /)5. r & pm`m P e5A) l'-15)(► .Ait S" /t/kri; Pi--� '$ 2)k / �'rr n 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 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: 'Type j'AT -7get:avc of Inspection: 4A20Wit Lc.ke-tc. Addre“: 1 2i initemtAryt, &Pis.-- Date Called: 'Special Ins ructions: Date Wanted: a.m. p.m., -7 4z Requester: Phone No: applicable codes. Li Corrections required prior to approval, ENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit T ON NO. PEMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 P ojec : Type of nsp on: Date c lie.1*Cied: 111/-0401-401"Of—T Addre 5pecia Instructsons: Date Wanted: a.m. P•m• Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: t nspec or: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. GB-50 areat Eadai High Efficiency Grease Interceptor Technical Data Submittal Specifications I Installation I Application Specific Details FILE 3 0 94.Ocm)> 101/2" (26.7cm 281/2" (72.4 cm) REVIEWED FO CODE COMPLIAN APPROVED s JUN 11 2019 SUBMITTAL A" 7 c 28"-- (711 cm) RECEIVED CITY OF TUKWILA MAY 2 4 2019 PERMIT CENTER CORRICTION LTR# I pi - STANDARD: <1." pin endinlet/outlet Capacities - Lipoid:52 gal. ((96.5 1„); Grease: 249 lbs. (113 kg) (35 gaL/132. L); Solids:12_5 gal. (47.2 L) Pedestrian load rated, bolted, gas/water tightcomposite cover. (2,00C) Ihs.) OPTIONS: 3" Plain End SCH. 40 lInlet/Outleit 3" Male Thread lnleL/Outlet Lil 4' Male Thread Inlet/Outlet 11 Highway Rated Cover -16, 000 Ibs. H20 Load Rated Pickable Cast iron Covers El integral Membrane Clamping Collar KIt Pumpout Port (Medium) 0 High Waicir Anchor: Kit: TeleGlide Risers LI SR24 >3-1/2' -22" LR24 >22" - 37" APPROVAL: Signature: Date: COInpany: Specifying Engineer: Engineering Firm: SCHIER LIFETIME GUARANTEED A • GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART It:4025-001-XX DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 50 GPM 52 gallon capacity DWG BY: C O'Boyle DATE:10/08/2015 ECO: 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 Fax:913-951-3399 www.schierproducts.com C) Copyright 2016 Schier, All Rights Reserved SPECIFICATIONS NOTES 1. 4" plain end inlet/outlet 2. Unit weight - w/composite cover:2_ lbs.: w/cast iron cover: 172 lbs. (For wet weight add 433 Ibs) 3. Maximum operating temperature:190° F continuous 4. Capacities - Liquid: 52 gat; Grease; 249 lbs. (35 gal.); Solids 12.5 gal. 5. Built-in Flow control. 6. For gravity drainage applications only. 7. Do not use for pressure applications. 8. Cover placement allows full access td tank for proper rrlaintenance. .. 9. Vent not: required unless perldCahOdfle. 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 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 Dank. It can easily be attached to any of the three outlets provided to ease jobsite piping layouts, ENGINEER SPECIFICATION GUIDE Schier Great 3asini" grease interceptor model # G8-50 shall be lifetime guaranteed and made in USA cf seamless. rotationally -molded polyethylene. Interceptor shall he furnished for above or below grade installai:ion. Intercepdor shall be cert:if ied 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 Inc. Cover shell provide water/gas-tight seal and have minimum 11,000 Ibs. load capacity. CERTIFIED PERFORMANCE Great Basin hydromec.hanical grease interceptors are third party performance -tested and listed by IAPM0 to ASME .eA112.14.3 and CSA B481.1 grease interceptor standards and greatly exceed requirements for grease separation and storage. They are compliant to the Uniform PI,_:rrrbintl Code and the international Plumbing Code, INLET Pedestrian traffic Toad rat +d, bolted, gas/water tight composite ;:)vi)r'S. (2,000 c_ of inlet and outlet Outlet "A" (Optional) Outlet "C" (Optional) 24-1/2" Static water Engineered inlet and outlet diffuser (see description) OUTLET END VIEW Outlet "B" A (Standard) See note #11 /4' Invert SCHIER LIFETIME GUARANTEED , GREASE INTERCEPTORS MODEL NUMBER: GB-50 DESCRIPTION: Polyethylene High Efficiency Grease I 50 GPM - 52 gallon capacity or DWG BY: C. O'Boyle' DATE: 10/0812015 ECO: 9500 Woodend Road 1 Edwardsville, KS 66111 I Tel: 913-951-3300 I Fax:913-951-3399 www.schierproducts.com r Copyright 2016 Schier, All Rights Reserved ' INSTALLATION (1 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 (f required) fill 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 ‘,vater level at specific time intervals per local code. GENERAL INSTALLATION INSTRUCTIONS Schier grease interceptors are manufactured with an inte,rnal 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, cicancut locations and additional installation instructor's, 1. The flow control plate is installed on this unit. When the unit installed in a low flow/ law head pressure condition (i.vith a flow rate below 50 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 arid C. 4. Connect inlet and outlet drainage lines to unit. Mechanically couple pipes to unit. Do not solvent weld. 5. For units with cast iron cover, remove retainer clips prior to burial. NOTE: Do not install below a hydrostatic slab, BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION 1. Surrounding soil must be undisturbed sod or well compacted engineering fill. 2. Width and length of excavation shall be a minimum of 12" greater then 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 ruck or sand, with no fines), or flowable fill. Do not compact backfill around unit. FINISHED CONCRETE SLAB Slab must extend 18minimum outside tha unit footprint. Pedestrian traffic or greenspace areas: 4" Thick reinforced concrete slab required. Vehiclular traffic areas: Minimum 6' Thick concrete slob with rebar required. Thickness of concrete around cover to be determined by specifying engineer. traffic loading is required the concrete slab dimensions shown are for guideline purposes only. Concrete to be 2E3 day compressive strength to 4.000 PSI, USe NO. 4 rebar (0 I/2") grade 60 steel per ASTM A615: connected with tie wire. Rebar to he 2-1/2" from edge of concrete and spaced in e 12' arid with 4" spacing around access openings, flow corhroi plate FLOW CONTROL PLATE DETAIL Native saki Backfill Well packed Lias':. Concrete slab iniaiej grade Adadter - Rise ' 11111.' q1,H Optional anchor kit EXCAVATION AND BACKFILL DETAIL Finished grade Ex,.mple recommended 2-Way cleanout ':ee to grade (by others) Outland 1 anchor Icit SIDE VIEW DETAIL TOPVIEW Concrete Slab 4.-5hi00 for pedestrian 8" Thick for vehicular Reber 18' min min t,'ii ii<ft /i,l1- iI, , et i i i 18 >i' F e;1 i , 11- -- i 1`,1„ 1--Ei11, I `L, A-4 ; 1 xi', 1 .;,‘ ' 1 ;1/1• ii‘71, I iL - - 4- - -1- --41',,;,<+ - ,--1- #.,`;--/-4 -- -/- - -I- - -. 18" min 1 ii ... iiifiiisi‘ i diis. i i 1 I ELEVATION VIEW Finished grada Reber (Vehicular areal CONCRETE SLAB DETAIL SCHIER LIFETIME GUARANTEED GREASE INTERCEPTORS 12233==.1 MODEL NUMBER: GB-50 DESCRIPTION: Polyethylene High Efficiency Grease Intercepior 50 GPM - 52 gallon capacity DWG BYt O. O'Boyle DATE:10/08/2015 REV: 2 07/07/2016 ECO: 9500 Woodend Road I Edwardsville, KS 66111 1 Tel: 913.951-3300 1 Fax: 913.951-3399 wwwtschierproducts.com (9 Copyright 2016 Schier, All Rights Reserved Table 1 INSTALLATION (2 of 2) TELEGLIDE RISER (24 SERIES) INSTALLATION GUIDELINES Tools needed:7/16" Nut driver tool/bit (included), marker (incuded), tape measure and drill with i1/2" chuck. Jigsaw, circular saw or reciprocating saw will be needed if risers need to be cut. NOTE: To remove a component or adjust ifs position, the Lipper Band Clarnp needs to be loosened or removed using nut driver bit. Loosened clamps should be retightened to 5 8 ft lbs. of torque (same as e 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 Ito select risers needed. 2. Remove covers f Mill adapters. RertiOVe OdOrgerS from ii0fl pail:. 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 OS ShOWnin Figure 2. If components are too long, make a circular' line around the, sidewail 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). Al alignment mark. should he drawn 1" beyond the riser height needed which will align with the top of the base unit oasket. DO NOT cut the alignment mark. The Adapters and risers should sit level with each other. Tighten upper clamps to keep riserladapter assembly from shifting. Make a'ignment marks on the sidewalls at the top of all riser gaskets to aid final assembry, 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 it 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. Ensure that riser will not interfere diffuser, allow min. I' clearance, 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 AF1 ER. all clamps have been tightened with riser(s)ladaptor ri tt vertical and level position. Tilting is done using gasket flexibility. Tilting before tightening clamps may ruin a perfect gasket Seal. Schier recommends tilting only tile 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). ANCHOR KIT INSTALLATION Stainless steel anchor kit is recommended for installation in high water table conditions to prevent float out. Necessity to be determined by specifying engineer. Hold down force achieved by backfill weight actirig on Anchor Plate. Slide Anchor Hook over tie down point on end wall and bolt to Anchor Strap. Bolt Anchor Strap to Anchor Plate using provided stainless steel hardware. If required„Arichor Plate may be bolted to concrete stab using provided holes. SR24 Short Riser LR24 tang Riser TeleGlide Riser Components Riser Height Needed Risers Required 0 - 3-1/2" None (use adapter) >3-1/2" - 22" SR24 >22" - 37" LR24 Alignment Mark Riser Height Needed 5- Figure 1 - Riser Measurements — 2-1/2" Minimum Insertion Depth L" Maximum Insertion ii)et)th (into GB enc. only) Cover Aringfoii(st-ii:ivyn) or Riser Gasket Upper 3and Clamp (Held adjustable) 1..wier Band Clamp (factory set do not adjust or remove) CB Unit (sit -lc -Ass)) or Riser Figure 2- Insertion Depths ANCHOR KITINSTALLATION DETAIL SCHIER LIFETIME GUARANTEED `II GREASE INTERCEPTORS DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 50 GPM - 52 gallon capacity DWG BY: P. O'Boyle DATE: I0/08/2015 ECO: 9500 Woodend Road I Edwardsville, KS 66111 Tel: 913-951-3300 I Fax: 913-951-3399 . www.schierproducts.com 5 Copyright 2016 Schier, All Rights Reserved APPLICATION SPECIFIC DETAILS Installation with Sampling Port SV24-L4 Flow impl. Must be Fully supported Recessed and Suspended Basement nstallation with Remote Pump -out ih, [10fi A, A A A [Liifi 1 IT Fig lie. Serving an Apartment Complex Vent must terminate above the top rim of the sink Vent Stack Kitchen Four Add this vent if unit is -- installed one or more floors ltielow the fixtures being ser\iied ol g, I 7LIU I 41.. *Venting existnnies shown are typicai, check local code for requirements Flow NO. Additional Venting for Floor -Below Installations SCHIER rto LIFETIME GUARANTEED , GREASE INTERCEPTORS MODEL NUMBER: GB-50 PART tt: 21025-001-Xx DESCRIPTION: Polyethylene High Efficiency Grease Interceptor 50 GPM 52 gallon capacity DWG BY: C. O'Boyle DATE:10/08/2015 REV: 2 07/07/20 16 ECO: 9500 Woodend Road 1 Edwardsville, KS 66111 1 Tel: 913-951-3300 Fax: 913-951-3399 www.schierproducts,com @Copyright 2016 Schier, All Rights Reserved Wsifie[if Southcenter , A1NTENANPROGRAMu_ 4`o PURPOSE: The intent of this program is to provide maintenance guidelines for any new food -use retailer utilizing a grease trap in place of a grease interceptor so as to minimize health, safety and environmental concerns. POLICY: All new retailers utilizing a grease trap in place of a grease interceptor will be required to contract the services with a Landlord -required grease waste contractor. Each store will have their grease trap maintained (as per the details below) a minimum of every two months. Proof of service should be kept on -site as well as copied to the mall management office (directly from the contractor). There shall also be placed on -site (and available at Landlord's request), a grease trap maintenance log which the contractor will complete upon each bi-monthly service. PROCEDURE: Below is the procedure for grease trap cleaning and recycling to be provided by a required vendor (see sample proposal attached): 1. Removal of all waste from grease traps. 2. Contractor will utilize a portable pumping system when necessary. 3. The grease traps will be backfilled after cleaning to insure proper draining. 4. Contractor will not use any biodegradable or chemicak that might temporarily break up grease but lead to re-coagLilating later on. 5. An inspection and service report will be left at each location. 6. Customers will be required to provide a regular cleaning schedule. 7.. All customers will be contacted prior to each service. 3. Westfield will be included with a copy of the services by email or fax. COMPLIANCE Fines will be levied for non-compliance.' If our Maintenance Engineers or contracted vendor is denied access to the space during the scheduled removal or during an emergency removal, a $100 fine for each instance will be levied for each occurrence. PG 19-oncq Dear Andrew, Baker Commodities Inc. would like to thank you for consideration or our company. Our goal is to provide the best possible service for your grease trap needs. As per our conversation we can schedule and maintan all of your new locations needs. Services for the grease traps will include: • Removal of All Waste from the grease traps. All waste is pumped into a holding tank on our trucks and then brought back to our plant for onsite recycling. • If trap' is too far from the truck we use a portable pumping system. • This system is then wheeled back 'to the truck and pumped into our holding tank.' • •• The grease traps will be backfilled after cleaning to insure proper draining. o Baker Commodities Inc. does not use, sell, handle, or recommend the use of Chemicals and/or "bio-degradable" products. Please advise the restaurant that youdo not want these types of product used. • An.inspection and service repbrt.will be leftat each location, • Customers will be required to provide a regular cleaning schedule. • • All customers will be contacted prior to each seivice. • Westfield will be included With a copy of the services by e-mail or fax. If you have any question or concerns please do not hesitate to"give,us -a call © 206-243-7387 Thanks, Jim Hodge Baker Commodities Inc. Seattle Division 3AXER. COMMODITIES INC. On% L Nie....Weactudtib '.0. Box 58368, Seattle, WA 98138 (206) 2432:3A,,,,V2C (206) 243-3412 Grease Trap Log te Amount of Grease Remov RepairslRemark Space NumPer: Contractor Si n ur °11 RESPONSES TO PLUMBING REVIEW COMMENTS Project Record Number: PG19-0059 Located at: #724, 121 Southcenter Mall, Seattle, WA 98188 Techcraft Corporation 2126 NW 204th St, Shoreline, WA 98177 Phone: 206-817-6081 Email: david6081@gmail.conz TO: Kandace Nichols & Joanna Spencer Permit Technician & PW plan examiner. City of Tukwila. RE: RESPONSES TO REVIEW COMMENTS of Kandace Nichols Dear Joanna Spencer & Kandace Nichols; Thank you for your detailed review and instructions. RECEIVED CITY OF TUKWILA MAY Z 4 2019 PERMIT CENTER 5/21/2019 CORRECTION LTR# The following are our responses to your plan review comments. All revisions are marked with cloud and triangle #2 on revision plan. Comment #1: Since each permit stands on its own, please submit a mall site diagram, so the location of Meat Fresh Restaurant can be easily located by our inspector. Response: Sheet added to show to show project location in reference to entire mall and other project related information. Please see revised sheet 134.c f. Comment #2: Plans for commercial buildings shall be stamped and signed by a WA State professional engineer. Stamp was missing on both submitted sheets. Response: This pluming system is a simple system only for a tenant improvement project within a 2300 sf tenant space. Water and sewer are existing provided by landlord. Can you please give us an exemption for having an engineer stamp? We applied so many planning system permit, never had a requirementfor an engineer design and .stamp for T.I. project. Please. Comment #3: Submit grease trap sizing calculations stamped and signed by a WA State professional engineer. Response: We adding grease trap in is due to the business sale ice cream and we know that this food and drinking establishment have much less grease generated than standard restaurant. The grease trap calculation we provided is based on sec.1014.3of 2015 UPC, and table 1014.2.1. This TECHCRAFT CORP. RESPONSE TO REVIEWER'S COMMENTS tcl•Co o", table requires a only 35 GPM Hyromechanical grease interceptor, but we increased the size as 50 GPM The grease trap we selected is Schier GB-50, 50 GPM / 70 Lb capacity. The equipment spec is attached. Please give us a waver for having an engineer stamp. Comment #4: Submit a grease trap specs and installation manual. Response: Data and Specifications for grease trap we selected is attached in this letter and submit with revision plan. Comment #5: If a beverage carbonator machine is proposed a Reduced Pressure Principle assembly shall be installed. On your plan show location/size/manufacturer/model # of proposed RPPA together with backflow cut sheet. On sheet PI Legend and Abbreviation Table and Note #10 refer to RPPA, but none was shown on plan. Response: There is no beverage carbonator machine for this project. Please verift on our building permit approved plan (permit #19-00700). The Note we put on plan sheet P1 is a typical notes for restaurant and the legend is also a typical format. Note #10 and legend has been crossed out See resubmitted plan sheet P1 on center and bottom right. For speed up the review process and let project start, if you find any typo or minor mistake, please just red mark on our plan. We will follow your instruction during the construction. Should you have any questions and concern, please call me anytime as your convenient: My cell phone 206-817-6081, or email to me at my Email: david6081gmail.com Sincerely yours, David Lee Techcraft Corp. 2 TECHCRAFT CORP. RESPONSE TO REVIEWER'S COMMENTS fabl City of Tukwila Department of Community Development May 01, 2019 DAVID LEE 2126 NW 204TH ST SHORELINE, WA 98177 RE: Correction Letter # 2 PLUMBING/GAS PIPING Permit Application Number PG19-0059 MEET FRESH - 121 SOUTHCENTER MALL Dear David, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. 1) Since each permit stands om its own, please submit a mall site diagram, so the location of Meat Fresh Restaurant can be easily located by our inspector.2) Plans for commercial buildings shall be stamped and signed by a WA State professional engineer. Stamp was missing on both submitted sheets.3) Submit grease trap sizing calculations stamped and signed by a WA State professional engineer.4) Submit a grease trap specs and installation manual.5) If a beverage carbonator machine is proposed a Reduced Pressure Principle assembly shall be installed. On your plan show location/size/manufacturer/model # of proposed RPPA together with backflow cut sheet. On sheet P1 Legend and Abbreviation Table and Note #10 refer to RPPA, but none was shown on plan. 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 ancVor other documentation be resubmitted with the appropriate revision block. To better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at. Sincdely, ad-6W AlCAl Kandace Nichols Permit Technician File No. PG19-0059 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0059 PROJECT NAME: MEET FRESH SITE ADDRESS: 121 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # DATE: 05/24/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public c Ltkal orks Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable (no approval/review required) Planning Division r Permit Coordinator ri DATE: 05/28/19 Structural Review Required REVIEWER'S INITIALS: DATE: r APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie.. Zoning Issues DUE DATE: 06/25/19 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY c PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG19-0059 DATE: 04/16/19 PROJECT NAME: MEET FRESH SITE ADDRESS: 121 SOUTHCENTER MALL #724 X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: ci\ Building Division Public Works PRELIMINARY REVIEW: Not Applicable (no approval/review required) Fire Prevention Planning Division Structural Permit Coordinator la DATE: 04/18/19 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 05/16/19 Approved with Conditions r Denied (ie: Zoning Iss es Notation: REVIEWER'S INIT A S: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: 5- 1 Bidg Fire 0 Ping ID 13W RI Staff InitiaLs: 12/18/2013 City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: htta/www.TukwilaWA,e,ov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: Lilil Response to Incomplete Letter # Response to Correction Letter # / Revision # after Permit is Issued [1] Revision requested by a City Building Inspector or Plans Examiner EIII Deferred Submittal # RECEIVED CITY OF TUKWILA MAY 2 4 2019 PERMIT CENTER Project Name: /41 Project Address: 7 2.- ek, 44, Contact Person: 7Det4,-,1:;( Phone Number: 219 ‘— / 7-- #ci CL/ Summary of Revision: Ree7449-0.5 -Atr(Ct4er,( et- . Ci) /77'40'1/J(1)6a a-1'41-0%4-4a- .c#r Sheet Number(s): "Cloud" or highlight all areas of revision including dd e ofrevision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on 2)1-1 Cj W:Werrnii CenterViemplatesTorms‘Revision Submittal Form doe Revised: August 2015 HOUR! 1.',Spi11101 COtaila Search L&I Safety & Health Claims & Insurance 411111114Washington State Departmen. t of 6, Labor & Industries A-Z 1ndex Help Myl,M Workplace Rights Trades & Licensing KYWAY PLUMBING INC Owner or tradesperson Principals DENG, ZHEN SEN, PRESIDENT Doing business as SKYWAY PLUMBING INC WA UBI No. 602 938 272 PO BOX 4154 RENTON, WA 98057 206-788-7955 KING County Business type Corporation Certifications & Endorsements 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. SKYWAP1910MP Effective — expiration 07/17/2009— 07/28/2019 Bond Contractors Bonding & Insurance Co Bond account no. SK5211 $6,000.00 Received by L&I Effective date 10/21/2015 07/14/2015 Expiration date Until Canceled Bond history IP .. ........ Contractors Bonding & Insuranc $1,000,000.00 Policy no. C11513498 Received by L&I Effective date 07/24/2018 07/14/2018 Expiration date 07/14/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts Help us improve PROJECT TENANT SPACE #724, 2300 SF SITE REFERENCE WESTFIELD MALL STREET LEVEL 1 OL H z w U O in 1-405 UKWILA PKWY PROJECT LOCATION ANDOVER PARK W VICINITY MAP (SCALE: N/A ) PROJECT DESCRIPTIONS: INSTALL PLUMBING SYSTEM PER PLAN FOR EXISTING TENANT SPACE #724 WITHIN WESTFIELD MALL BUILDING. EXISTING BUILDING STRUCTURE SYSTEM NO CHANGE. PROJECT DEFERRED PERMIT APPLICATION: 1. ELECTRICAL, 2. TYPE -II HOOD SYSTEM 3. HVAC $ DUCT INSTALLATION 4. WALK-IN COOLER AND FREEZER. CODE COMPLYING: 201 5 INTERNATIONAL BUILDING CODE (IBC) 2015 INTERNATIONAL FIRE CODE (IFC) 2015 INTERNATIONAL MECHANICAL CODE (IMC) 20 15 INTERNATIONAL FUEL GAS CODE (IFGC) 2015 UNIFORM PLUMBING CODE (UPC) 2014 NATIONAL ELECTRIC CODE (NEC) 2015 WASHINGTON STATE ENERGY CODE (WSEC) 2009 ICC/ANSI A 1 17. 1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES CITY OF TUKWILA ALL CODE AMENDMENTS FIL. COPY Permit No. G1 R — 005/ Plan review approval is subject t0 errors ana omissions Approval of constru on aocuments does not authorize the violation of y adopted code or ordinance Receipt of Fiala y and cony tieR5 is a City of Tukwila BUILDING DIVISION PROPERTY DATA: PROPERTY PARCEL: PROPERTY ADDRESS: LEGAL DESCRIPTION: PROPERTY OWNER: 920247-0130, 920247-0010 121 SOUTHCENTER MALL, SEATTLE, WA 98188 WEA SOUTHCENTER LLC BSIP PER BSIP REC VOL 256 PGS 1-9 WHICH REPLACES BSIP REC VOL 249 PGS 77-84 (AKA PARCEL M TUKWILA BSIP #L10-032 REC #20101021000765) (TAXABLE PORTION) PLat Block: Plat Lot: PARCEL M WESTFIELD PROPERTY TAX DEPT LOT SIZE: 5.09 ACRES ZONING: TUC PROJECT BUILDING: TENANT SPACE: II-B CONSTRUCTION, FULL SPRINKLER, TWO STORY, TOTAL GFA 279,113 SF SUIT 724, 2300 SF (GFA) TENANT BUSINESS: MEET FRESH. REVISIONS No changes shall be made to the scope of work without prior approval of the Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan rev Work s ng Drawing Review LEI Approved E Approved as Noted Resubmit 054" drool 5 hut) th,Yt'n rfltiI,reit'r'J 101 ji:lVf.'1.11 din fin riont any. A►I a ctvot t.el ,trdi:ions are regs,itcti. to bo vF:irit«-^t1 b'ti# T•ftn3irt's Awhi1e.ri irt1JcirContrar,4 s Trinti!t1 ii. retipons :1e 1 r carrrpiy'r v .Ui kit crworturtvnt reguluterts Ono (11 cis it ti tan _ d stamped sot of cirr°. in js ► t uii d t$/ies. SEPARATE PERMIT REQ .JIRED FOR: Mechanical Electrical ❑ Plumbing City of Tukwila BUILDING DIVISION RECEIVED MAY 282019 TUKWILA PUBLIC WORKS REVIEWED FOR CODE COMPLIANCE APPROVED JUN 11 2019 140 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAY Z it 2019 PERMIT CENTER CORRECT LTR#_....1.. 29'-1 littiett e 7'x8'-6" cooler LJ r 7'x 1 2' FREEZER 1.25"- (39.75 WSFU) 3/4" (125 VI/SFU) 1/2"- -1" (3.25 WSFU) 3/4"- (19 WSFU) (13.5 WSFU) WATER SUPPLY (SCALE: 1/4" I O ) DRAIN TO CLOSE BY FLOOR SINK COLD WATER IN HOT WATER OUT 1 75 GAL. ELECTRICAL WATER HEATER i 1 GALLON EXPANSION TANK WATER SHUT OFF VALVE HEAT TRAP VALVES SHALL BE VERIFY AND INSTALLED. 2 STRAPS (22 g. 3/4" MIN. WIDE METAL) LOCATED UPPER &LOWER 1/4TH OF TANK W/ 1/4" X 3" LAG SCREW TO STRUCTURE ALL COMBUSTION AIR FROM BUILDING INTERIOR. FLOOR INSULATION PAD (R-10 MIN.) WATER HEATER INSTALLATION DETAIL 111111 I I I I I!1111111 I I I I II 1" -3/4" (17.5 WSFU) (15.25 WSFU) SG Ugh v of � ssss,. sx ,,&r 78'-3 3/4" (6.75 WSFU) 1/2" (3.75 WSFU) 1 /2" - (4.75 WSFU) moo loguir L3/4" (13.75 WSFU) 1/2" (6.75 WSFU) (3 WSFU) -3/4" 1/2"- (4 WSFU) 3/4"---- (10.75=WSFU) 3/4" (6.75 WSFU) -1/2" (3 WSFU) 1/2"- (2.5 WSFU) O O 0 O 000 111111111111111111111111 [ 1 1 LEGEND & ABBREVIATION COLD WATER PIPE MOT WATER PIPE UNDER GROUND PIPING CIRCLE SHOWS THE VERTICAL PIPE 44- SMUT OFF VALVE -►�-� SH T O F AND FIXT O N -41- RE UCE 1 RR55URR &ACKF W _SEM LY (RPRA) TRAP SEAL PRIMER VALVE WSFU WATER SUPPLY FIXTURE UNIT TENET DEDUCT METER FLOOR DRAIN TYP. WATER SUPPLY FIXTURE UNITS (WSFU) AT EACH FUTURE KITCHEN PLUMBING RELATED DESCRIPTION, MADE / MODEL QT WSFU / EA (COLD) WSFU / EA (HOT) WSFU (TOTAL) MOP SINK 1 2.25 2.25 4.5 7 3 COMPARTMENT SINK 1 2.25 2.25 4.5 8 I COMPARTMENT PREP SINKS 1 2.25 2.25 4.5 9 ICE COOLING BIN I I I 13 ICE MAKER MACHINE 1 I I 14 HAND SINK 2 1 .5 I .5 6 17 HOT WATER DISPENSER 2 1 2 20 ICE BIN 1 1 I 24 DUMP SINK I 1 .5 1 .5 3 25 DIPPER WELL 2 I 2 34 DUMP SINK I 1 .5 1.5 3 WATER CLOSET 2 2.5 5 LAVATORY 2 0.75 0.75 1.5 TYP. WSFU AT EACH FUTURE KITCHEN 39.75 NOTE: -- FIXTURE ITEM NUMBER PER EQUIPMENT SCHEDULE ON ARCHITECTURAL PLAN -- SIZING PER UPC TABLE 6 10.4, BUILDING WATER PRESSER RANG AT 40 TO GO PSI -- ALL PIPE MATERIAL SHALL COMPLY WITH UPC SEC. 603 AND TABLE 14- I TO USE PLEX -- FIXTURE WITH BOTH HOT AND COLD WATER CONNECTION, RATE ON EACH COLD AND HOT WATER FIXTURE UNIT IS ACCORDING TO TABLE 6 10.3 FOOTING NOTES #3N (3/4 OF LISTED VALUE) TENANTS ON THE GROUND FLOOR REQUIRING BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW -GRADE UTILITIES. ON COMPLETION OF PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. THE OLD PORTION OF THE MALL HAS A STRUCTURAL SLAB AND NEEDS TO BE VERIFIED WITH STRUCTURAL ENGINEER FOR ANY PENETRATIONS (AT TENANT'S EXPENSE) TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. IF CORING IS REQUIRED, PROVIDING CORING PLAN TO LANDLORD AND BASE BUILDING STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL - TENANT GENERAL CONTRACTOR TO SCAN SLAB PRIOR TO CORING REVIEWED FOR CODE COMPLIANCE APPROVED JUN 11 2019 City of Tukwila BUILDING DIVISION eshiefri Working Drawing Review ❑ Approved Ci Approved as Noted ❑ Resubmit • Those drawings have been ravivered for general dos gn. irtentanly All octual betel conditions era required to bo verified by the Tenant'sArchrtectandrorContractor Tenant is responsible for complyirg wch at government rorgulaterrs. Ono (II to Ars land stamped set of drawings is required be kept bn I bat a t tires 3.7.19 note NOTES: 1 . ALL PLUMBING WORK SHALL COMPLY WITH 201 5 UPC, 20 15 IFGC AND LOCAL CODE, LANDLORD'S CRITERIA AND REGULATIONS. ALL PIPE MATERIAL SHALL COMPLY WITH UPC SEC. 603 AND TABLE 14-1 TO USE PLEX, ALL WATER PIPE INSIDE HOOD BACK AND SIDE WALL SHALL BE COPPER (AS REQUIRED AS NON-COMBUSTIBLE ). COLD WATER LINE IN UN -CONDITIONED AREA SHALL BE INSULATED; ALL PIPING INSULATION AND COVERING SHALL HAVE AN ASTM FLAME SPREAD RATING OF 25 OR LESS AND AN ASTM SMOKE DEVELOPED RATING OF 50 OR LESS 4. PROVIDE AUTOMATIC VACUMM-BREAKER ON MOP SINK FAUCETS, AND ANY OTHER BIBBS. 5. HOT WATER TEMPERATURE SHALL BE 1 I 0°F MIN. TO ALL FIXTURES REQUIRE NOT WATER. 6. PROVIDE TRAP PRIMER FOR ANY FLOOR DRAIN. 7. INSTALL AIR CHAMBERS OR SHOCK ABSORBERS IN PIPING SYSTEM TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMMER. 8. ANY UNDERGROUND NOT WATER PIPING (IF ANY) MUST BE INSULATED TO R-3 MINIMUM. 9. ALL FAST -ACTING VALVES REQUIRE WATER HAMMER ARRESTORS. THIS APPLIES TO ANY EQUIPMENT WITH SOLENOID -ACTIVATED VALVES, AND ALSO TO LEVER -OPERATED NOSE SPRAYERS, INCLUDING AT PRODUCE CASES. 1 1 . SIZING PER UPC TABLE 610.3 $ 610.4, SET BUILDING WATER PRESSER RANG AT 40 TO GO PSI. MAX. DISTANCE FROM WATER MAIN TO THE MOST REMOTE FIXTURE IS LESS THAN 90', SET AS 100' RECEIVED CITY OF TUKWILA P1AY Z 4 2019 PERMIT CENTER REVISIONS 2/25/20 19 WESTFI ELD REVIEW 5/21 /201 9 CITY Or TU KWI LA REVIEW SHEET P1 DATE: 1/24/2019 oL 0 FLOOR LEVEL oz 0 2"V -r- 2"V 2"V J, 0 w 0 co .0//e EXISTING 4"0 SEWER 41t0 _4110 CONTRACTOR TO FIELD VERIFY LOCATION AND (48 DFU) (36 DFU) DRAIN DIRECTION FLOW CONTROL r (13 DFU) 2"V 2"V -r MOP SINK _ 3u0 (29 DFU) z N O co w N z Z Q) ROOF, VENT. VENT PIPE SHALL BE 6" MIN. ABOVE ROOF (26 DFU) 2"V 3 COMP. SINK SANITIZE BOWL tom JZ� -- --) 2110 (9 DFU) _ 3110 (1 7 DFU) ITN 3"0 (48 DFU) (22 DFU) 2"V -r z (75 0 z Tr1 _ 311n _ 2110 (I 0 DFU) (8 DFU) NEW SEWER WASTE AND VENT RISER DIAGRAM CONTRACTOR TO VERIFY SEWER RAINAGE-PIPE_L CATION (48DF\,, 7'x 12' FREEZER wv\wvvyyvvvvvvvvvvvvywwvvovyyyvvvvvvv\ a i o ,emu. 4" (36 DFU) 2"V, i i i } 2" (3 DFU) 2"W (29 DFU) T.D. 3" 3 COMP. S NK ZJ AID • • GREASE TRAP (9 DFU) (8 DFU) 2"V I.5"V z m 78'-3" ICE SINKS (COOLING) PREP SINK I I 2" ) ; (7 DFU) ----�--- �------- •---- T.D. 3" (10 DFU) 0 0 0 0 DUMP SINK 11111111111::11IJI11111111-- OINIMM•17•1011MIN. MOO ICE SHAVER FLOW CONTROL (17 DFU) ft a • �..� . •. h \-- 2"V SEWER PLAN (SCALE: 1/4" = 1 '-011 ) 0 w 0 ....e.eaerar=r GREAS TRAP SIZING -- BASED UPON 2015 UPC TABLE 702.2, TABLE 1002.2 AND TABLE 1014.1 -- HYDRO MECHANICAL INTERCEPTOR USING GRAVITY FLOW RATES (1/4" PER FOOT SLOPE, FACTOR N=0.012, PER MANNING'S FORMULA) CONNECTED FIXTURE, MADE / MODEL QT S SIZE ZE EACH TOTAL 3 COMPART. SINK 1 2" 3 9 MOP SINK 1 2" 3 3 TRENCH DRAIN 4 2" 2 8 HAND SINK 2 2" 2 4 DIPPER WELL 2 1" 1 2 PREP SINK 1 2" 3 3 TOTAL 29 REQUIRE 2.5" DRAIN PIPE, 3" INSTALLED, MAX. FULL PIPE FLOW IS 60 GPM, AT TWO -MINUTE DRAINAGE PERIOD, A 50 GPM GREASE INTERCEPTOR REQUIRED (TABLE 1014.2.1) PROVIDE WITH SCHIER GB-50 OR SIMILAR, 50 GPM / 70 Lb CAPACITY NOTES: - ALL INDIVIDUAL VERTICAL VENT PIPE SHALL BE 1 .5" MIN. UNLESS NOTED - ALL UNDERGROUND DRAIN PIPE SHALL BE 2" UNLESS NOTED. - ALL DFU AND TRAP PER UPC 201 5 TABLE 702. I , ASSEMBLY PUBLIC USE - ALL TRAP AND ARM MIN. SIZE PER UPC TABLE 702.1. - ALL PIPE SIZE PER UPC 20 15 TABLE 703.2 -- ALL WASTE AND VENT PIPE SHALL BE ABS.DWV. ANY PIPE INSIDE HOOD BACK AND SIDE WALL OR WITHIN 1811 FROM HOOD SHALL BE NON-COMBUSTIBLE MATERIAL) - - PROVIDE TRAP PRIMER FOR ANY FLOOR DRAIN. - - VENT OUTLET ON ROOF SHALL BE 6" MIN. ABOVE ROOF SURFACE. GREASE TRAP SHOULD HAVE A REGULAR MAINTENANCE SYSTEM OF CLEANING OUT TO PREVENT FUTURE ISSUES. � L r 2" (8 DFU) (2) DIPPER WELL • MINK ICE BIN y n o� WSJ e:::11I1111111111I11111 -----L-- -� 2"FC e 2"FC 0 0 0 0 0 0 0 0 0 0 DRAINAGE FIXTURE SCHEDULE AND SIZING DISCREPTION, MADE / MODEL QT TRAP SIZE DFU (EACH) DFU (TOTAL) MOP SINK (FLOOR MOUNT) 1 2" 3 3 TRENCH DRAIN 4 2" 2 8 PREP SINK 1 2" 3 3 3 COMP. SINK (3 DFU ON EACH BOW) 1 2" 9 9 HAND SINK 2 1.5" 2 4 ICE MAKER 1 1" 1 1 ICE SHAVER 1 1" 1 1 ICE SINK / ICE BIN 3 2" 1 3 DIPPER WELL 2 1" 1 2 DUMP SINK 2 2" 2 4 LAVATORY SINK 2 1.5" 1 2 WATER CLOSET (1.6 GPM) . 2 3" 4 8 TOTAL 48 NOTE: -- FIXTURE ITEM NUMBER PER EQUIPMENT SCHEDULE ON ARCHITECTURAL PLAN -- TRAP SIZING PER UPC TABLE 702.1 -- PIPE SIZING PER UPC TABLE 703.2 -- EXISTING WATER CLOSETS AND LAVATORIES NO CHANGE, THE DRAINAGE FIXTURE UNIT IS NOT COUNTED IN THIS SCHEDULE TENANTS ON THE GROUND FLOOR REQUIRING BELOW -GRADE WORK SHALL COORDINATE WITH LANDLORD PRIOR TO ANY SLAB DEMOLITION TO PREVENT DISTURBANCE OF LANDLORD'S BELOW -GRADE UTILITIES. ON COMPLETION OF PATCHING OF THE SLAB -ON -GRADE SYSTEM, INCLUDING GRAVEL LAYERS, VAPOR BARRIER, AND CONCRETE. THE OLD PORTION OF THE MALL HAS A STRUCTURAL SLAB AND NEEDS TO BE VERIFIED WITH STRUCTURAL ENGINEER FOR ANY PENETRATIONS (AT TENANT'S EXPENSE) TENANT SHALL COORDINATE WITH LANDLORD TO PROVIDE OPPORTUNITY FOR SPECIAL INSPECTION AND PHOTOGRAPHIC DOCUMENTATION BY LANDLORD OF BELOW GRADE WORK PRIOR TO THE COVERING UP OF SUCH WORK. LEGEND &ABBREVIATION GREASE WASTE PIPE UNDER SLAB SEWER WASTE PIPE UNDER SLAB 2" MIN. DRAIN PIPE ABOVE SLAB VENT (SIZE PER PLAN NOTES) WCO -- WALL CLEAN OUT FCO -- FLOOR CLEAN OUT la TRAP SEAL PRIMER VALVE FLOOR DRAIN o-2"V VERTICAL VENT PIPE $ SIZE --tJ TRAP o--X.X" PIPE SIZE II T.D. FLOOR SINK W/ TRAP FLOW $ PIPE SLOPE DIRECTION TRENCH DRAIN F.S. FLOOR SINK H.S. NAND SINK IE INVERT ELEVATION, (IE = 0" AT FLOOR LEVEL) estfleff Working Drawing Review Approved ❑ Approved as Noted ❑ Resuttmit Those drawings have been reviewod for general dos on intent only. all actual field conditions aro required to be verified by the Tenant's Arch deaf aodrorContractor . Tenant iv responsible fcr complying wah all go,crnrncnt regulations. Ono (1l co u his land- d stamped set of drawings is required ne kept bn t Pie at a'••l times 3.7.19 Date REVIEWED FOR CODE COMPLIANCE APPROVED JUN11 2019 City of Tukwila BUILDING DIVISION • RECEIVED CITY OF TUKWILA • tvlAY 14 2019 PERMIT CENTER TECHCRAFT CORP. DA VID LEE MEET FRESH -- PL #724, 121 SOIITHCENTER MALL, SEATTLE, WA 98188 REVISIONS n 2/25/20 19 WESTFIELD REVIEW A 5/21 /201 9 /2\ CITY OF TU KWI LA REVIEW SHEET TITLE g 0 WI co — SHEET P2 DATE: 1 /24/2019