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HomeMy WebLinkAboutPermit PG12-175 - STARBUCKS COFFEESTARBUCKS COFFEE 506 SOUThCENTER MALI. PG12-175 City dfTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov PLUMBING /GAS PIPING PERMIT Parcel No.: 9202470010 Address: 506 SOUTHCENTER MALL TUKW Project Name: STARBUCKS COFFEE Permit Number: PG12 -175 Issue Date: 10/25/2012 Permit Expires On: 04/23/2013 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: ERIC VANBEEK Address: 6920 SALISHAN PY , FERNDALE WA 98248 Email: ERIVV ANDGAR.COM Contractor: Name: ANDGAR CORPORATION Address: PO BOX 2708 , FERNDALE WA 98428 Contractor License No: ANDGAC *19102 Phone: 360 - 366 -9900 Phone: 360 366 -9900 Expiration Date: 07/11/2013 DESCRIPTION OF WORK: PLUMBING REMODEL TO INCLUDE (2) HANDSINKS, (3) WORK SINKS, (1) ICE BIN, (1) ESP. SINK, (2) ESP. MACHINES. Value of Plumbing /Gas Piping: $10,000.00 Uniform Plumbing Code Edition: 2009 Fees Collected: $224.44 International Fuel Gas Code Edition: 2009 Electrical Service Provided by: Permit Center Authorized Signature: //v Date: le)1°)617 I hereby 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 plumbing /gas piping permit and agree to the conditions on the back of this permit. Signature. Date: 161A-S4C2_ Print Name: .e5AC— vak.vgCX1Z3 --_ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. rinr.• IIP(: -4/1n P(117 -17.ri Printp1 1n-2s-9M 7 • • PERMIT CONDITIONS Permit No. PG12 -175 1: ** *PLUMBING AND GAS PIPING * ** 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 guage. 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. dnn• 11PC. -4/1O P(12 -17S Printari• 1(1 -7ri -7(117 Site Address: Tenant Name: CITY OF TUKWILA Communitt• Development Department Perini! Center 6300 Soulhcenler t3 /vd.. Suite 100 Tukwila, WA 98 /88 http: / /www.TukwilaW A.gov Plumbing /Gas Permit No. T(.01),-- f 7..� Project No. / t Date Application Accepted: t O"''` -' (2, Date Application Expires: - (I (For office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** e ` A\ r,k. PROPERTY OWNER Name: (I..4. L..+C- Address: a (st\ City: State: Zip: ito CONTACT PERSON — person receiving all project communication Name: -,` ,),,,N ,., ` City: ^ WA' e State: Zip: 3L1y Phone: sw , d4, .. cooFax: 3(s.L.),. 3,ccs,,, Contr Reg No.: A o ik `:tt�xp Date: 7/rs Address: �s.t•• City: � � State: wit_ Wes" Zip: y�kit. Phone: c� 3t�G, -4�ivb Fax: -Qt - S 'aCZ Email: King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes ..No PLUMBING CONTRACTOR INFORMATION Company Name: 4Y � , Address• (09 c ....Nt..0 -vh PO City: ^ WA' e State: Zip: 3L1y Phone: sw , d4, .. cooFax: 3(s.L.),. 3,ccs,,, Contr Reg No.: A o ik `:tt�xp Date: 7/rs Tukwila Business License No.:1, 4L -. 01P1 111411 Valuation of Project (contractor's bid price): $ %t • t Scope of Work (please provide detailed information): f ,\ w.�a..�,\. C�4AMar�•�� `N v��a.�.,� \, tsKl.Nis1/, w■c -•.% (7•) WW�atnN.�Gj (' ` 1 mat -i•"4 Building Use (per Int'l Building Code). WC- Occupancy (per lnt'I Building Code): -J�u�� Utility Purveyor: Water H: \Applications \Forte- Applications On Line \201 I Applications \Plumbing Permit Application Revised 8 -9 -1 I.docx Revised: August 2011 bh Sewer Page 1 of 2 Indicate type of plumbing fixtures and /or gas piping outlets being installed and the quantity below: Fixture'I'ype Qty Bathtub or combination bath /shower Dishwasher, domestic with independent drain Shower, single head trap Sinks `J Rain water system — per drain (Inside building) Grease interceptor for commercial kitchen ( >750 gallon capacity) Each additional medical gas inlets /outlets greater than 5 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Z Fixture Type Qty Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and /or vent Repair or alteration of water piping and /or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller 1 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Z Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Z 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 back flow protection devices ;/.4' Z 1 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: Mailing Address: .277c H: \ApplicationsWorms- Applications On Line \2011 Applications \Plumbing Permit Application Revised 8 -9 -1 Ldocx Revised: August 2011 bh Date: /alt' flL Day Telephone: '2SCOt ' tp - 44 City State Zip Page 2 of 2 Parcel No.: Address: Suite No: Applicant: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov 9202470010 506 SOUTHCENTER MALL TUKW STARBUCKS COFFEE RECEIPT Permit Number: Status: Applied Date: Issue Date: PG12 -175 ISSUED 10/01/2012 10/25/2012 Receipt No.: R12 -02981 Initials: User ID: WER 1655 Payment Amount: Payment Date: Balance: $378.00 10/26/2012 02:36 PM $0.00 Payee: ANDREW OUDERKIRK (PHONE) TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 035598 378.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES 000.322.103.00.00 Total: $378.00 378.00 r1nr. Raraint -11R Printari 1n -9R -9(112 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 9202470010 Permit Number: PG12 -175 Address: 506 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 10/01/2012 Applicant: STARBUCKS COFFEE Issue Date: Receipt No.: R12 -02733 Payment Amount: $224.44 Initials: WER Payment Date: 10/01/2012 11:49 AM User ID: 1655 Balance: $0.00 Payee: ERIC VAN BEEK TRANSACTION LIST: Type Method Descriptio Amount Payment Credit Crd VISA Authorization No. 00192C ACCOUNT ITEM LIST: Description 224.44 Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 44.89 000.322.103.00.00 179.55 Total: $224.44 doc: Receiot -06 Printed: 10 -01 -2012 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING .DIVISION. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 t'"" (206) 431 -3670' Permit Inspection Request Line (206) 431 -2451 Project 6 ( Type of °Inspection: t Addre [ Q (. 4 s C _ /4lT"t ( DatelCalled: ----- 5r Specia Instructions: Date Wanted 1 .. —•. -- (T '. a.rnc p.m: Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required. prior to approval. D cr'-& e,o,c10( A Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection ,fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule;reinspection. - ■ ,s : 4 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- 367.0= Permit Inspection Request Line (206) 431 -2451 G 12 1-7 , Project: SI tZ1Zrrzic IL Type of Inspection: S -1 r..!AL-", ' E1.!'^'r!› Address: '(:)G SOeii. i wA 11. Date Called: Special Instructions: Date Wanted:. I _ 12 - .I I am. 'P.m. Requester: - j Phone 6: G -31-7 -2So1-7) ❑ Approved per applicable codes. Corrections required prior to approval COMMENTS: eel\ .-Z A erg .5 "J' N -e2 . C1/4-0 k- ,k L ee .)�(o -z („,n J v Date: 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection:_ ..'. �,,. rs->>: ,1..+-- r- ,r_- "�::'R- ._ ^'-^'� - g` �t- �c-' �'-'• �n�,.' 1-% `� ^•A_�- ..'- f�.- <�- ;r�s..:...:- INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO: CITY OF TUKWILA BUILDING DIVISION C' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 e6rZ- nsr Project ,, Type -of Inspection: Addre ; p , _h f Date Called: Special Instructions: 0 7 i Date Wanted:. O C "— a.m. Requester:: 4 Phone (0 — 5(0 ) "._..f 1 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: A t Inspectof: ' Date: {,ate Z4 /7.s 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 /W-a / 75- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: -/ /k Type of Inspection: Addres-s: Date Called: Special Instructions: ' Date Wanted:. "'.- 7 —/,_ a.m. Requester: 4 Phone No: mac.— g77— .29'D`1 aApproved per applicable codes. a Corrections required prior to approval. COMMENTS:, 1 Inspector: ., � f, Date: // REINSPECTION FEE REQUIRED. Prior to paid at 6300 Southcenter Blvd., Suite 100. • next inspection, fee must be Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Projects -� �i !j ✓�e,.■ cA S Type of Inspection: 17,0 /.(4 N / n Address: / ge,e r . Coed/4,-, .74*- / Ya // Date Called:' ; s Special Instructions: Date Wanted:. /Q_ % a.m. Requester: 034' c K . to ivi / !e' P/ + qq� ✓eri f–e Phone No: 264— g/7 -2gpy !Approved per applicable codes. aCorrections required prior to approval. COMMENTS `T Li. 74 7; COL/eV 4/ i Gc? 6-112474 1,0o+,-X. �Hflar, fi rf 4 ,,e e- P -1A, Cb "( K« Z/ H /7Q mi 0u-< < No /,H 7 fi,_ hPS e /,v, /Hl P <Ti6x.- ' • 034' c K . to ivi / !e' P/ + qq� ✓eri f–e /;7 - ? — f74 r Lga.et,' �/ ', p 74- ❑ REINSPECTIO(FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedulereinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 5tarbuLKs Type of Inspection: ~ Address: G t�l cP-�Y � l/ Date Called: 11 101-11 0, Special Instructions: Date Wanted:. .4 a.m. Requester. Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: tw I Inspector: Date: 1,1 1.7v n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: stour I Type of nspectitgoi.nal Address: 696 ..50,,�;i1?ceLeVv '/ Date ailed: 11 lab a Special Instructions: Date Wanted: i �1 i (P ii a.m. P.m. Requester: Phone No: ,a'( .17- O ❑ Approved per applicable codes. COMMENTS: Corrections required prior to approval. 4 fkAZ d Inspector: Date: tfill ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 2 m 0 0 N M 0 st sir m m c ai 5 Cr') 0 0 C0 ro M 9 . U N 0 9 N CO 0 0 0 D 5 LL 8/31/2012 12:56:30 PM Abbreviation List 3PL Third Party Logistics A/C Air Conditioning ACT Acoustical Ceding l ila 90.1 Adjusted, AFF Above Finished Floor AMP Ampere ARCH Architect 8011 Bade of House CAB CL CLG CM CTR CX CXA DEG DET. DIA DIM DM DN Cabot Ceder Line Ceang Construction Manager Ceder Commissioning Commissioning Aged Degree Doted Diameter Dimension Design Manager Down EA Each EL Elevation E0 Equal EAST Existing EXT Exterior FF&E 'Furniture, Foture, and Equipment F10 Furnished and Installed by Owner FLR Floor FOH Front of House FT Foot/Fee G Ground GC General Contractor HC FIM HM HORIZ HR 117 HVAC Hollow Core Hardware Hollow Meta Horizontal Hour Height - Heating Ventilating, and Air Conn/toning" ID Inside Demeter LL Landlord MAX Maximum MEP Mechanical, Electrical, and Plumbing"' MFR Manufacturer MIN Minimum NIC Not in Contract Nt. Night Light NTS Not to Sale OC On Center OD Outside Diameter OF/CI Owner Fumished/Contrador Installed OF /0I Owner Forashed0wner Installed PD Production Designer PLC Place PM Project Manager R Rados RCM Renovations Construction Manager REF Reference REO(•D)Regrireld) REV Revision RND Round SB Starbucb0 SC Sold Core SF Square Feet SFR Shed SIM Similar SPEC Specification SD Square TEMP Temporary TYP Typal UON Unless Otherwise Noted VD Vendor Direst VERT Vertical VIF Verify in Field Project Contacts Mailing Address: Design Manager: Construction Manager: 5tarbuc10 Coffee Company 2401 Utah Avenue South MS Stop: SS02 Seattle, Washington 98134 (206)318.1575 Tod Themes Starbuda Coffee Company 2401 Utah Avenue South Mal Stop: SSO2 Seattle, Washington 961 (206) 318.4929 phone Matt Wick 2401 Utah Avenue South Mal Stop: 100SD Seattle, Washington 98134 (206) 318 -9311 phone Landlord: Westfield, LLC 2800 Southeeder Seattle, WA 98188 (206) 802-6070 phone Architect of Record: KDW Safes O'Brien 10202 5th Avenue NE, Suite Seattle, Washington 98125 (206) 547 -1940 phone (206)547-6212 fax MEP Consultant of Cnds Rensch Record: Ranch Engineering 111 Ave C, Suite 104 Snohomish, Washington 9829 (360) 863.6677 phone (360)863 -3565 fax REVIEWED FOR CODE CPR AP OCT 2 4 2012 General Notes 2• City of Tukwila BUILDING DIVISION 1. General Contractor shell roll the site, review The buldng shell drawings es submitted by the Landord or Starbuda Site Surveyor, and become thoroughly famOar with the site condors prior to bidding or construction. 2. Genera Contractor shall consult 0406 Starbucks Construction Manager to resolve any changes, omissions, of plan discrepancies prior to tiding or construction 3. M wile shall be performed in strict compaance vial local, county, state and federal codes 4. Genera Contractor shall verify the location of a0 uti9ties. 5. Genera Contractor to verify all Dimensions, inducting darencea required by other trades, and notify Starbucks Construction Manager of any discrepancies pica to proceeding 04th the work M dmenaons are tithe face of the finished surface artless noted otherwise. M dimensions to be taken from designated datum point Do net sale dressings 6. Genera Contractor shall patch end repair all existing wags, floors. comings, or other surfaces identifiedo remain that may become damaged during the course of the work 7. The Genera Contractor is responsible tor otbidng permits for fire protection, plumbing, mechanical, and electrical systems prior to installation of such systems. 8. Genera 000900or shall retain one set of the plans to note and do0umem al changes during construction This sal shall be a part of the General Contractor's 'Store Close -out Package' es described intro Construction Management Agreement. 9. Genera Contactor is responsible for coordinating delivery of materials from Starbucks contracted Third Party Logistics dstribrtion services and Vendor Dined shipments. Refer to Construction Management Agreement for methods and lead times. 10. Resporsibinyfor supply and delivery of mien da and equipment is identified in the towing schedule sheets under the column labded Responatilay. 11. For the purpose of the documents, to Instil', shag mean to provide ag fastens, miscellaneous hardware, Boding, electrical connections. plumbing connections, and other items required fora complete and operation hrstalation, urdess otherwise noted 12. Al item suestsxtions must be approved by the Starbucks Design Manager. 13. Refer to item cussheeta for addticnal information. Symbol Legend e North Arrow Exterior Elevation Interior Elevation Section Calout Deal Galore IPXXX -ESI Pabst Tag O Design ID Tag ® DoorAMndowTag , Datum Print X'•XX'AFF Above Rrished Floor Height Tag (imperial) Revision Tag XXXXAFF Above Fidshed Floor Height Tag (metric) Revision Cloud • X'XX- (Dimension Line from Pnsh Face to Finish Face Local Codes Zoning. TUC Occupancy. B Type of Construction: V-A Sprinklers: Area of Tenant Space: 758 SF Occupant load: Bar 2365F/2130.2 Workroom 230 SF /200.2 plpl 2575F/30 e8 Total Occupant Load 13 App9oane Codes: 20081demetion0 Bulletins Code 2009 International Rre Code 2009 International Mechedal Code 2006 International Energy Conservation Code 2009 Udform Plumbing Code 2008 National Electric Code 2003 Accessible & Usable BId9s 8 Facilities (ICC/ANSI A117.1) Yes e • al Descri tion rod 9202470010 cA SOUTHCENTER LLC 851P PER BSIP REC VOL 256 PG51.9 WHICH PLACES BSIP REC VOL 249 PGS 77 -84 (AKA PARCEL A TUKWILA &SIP 10.032 REC 920101021000765) Room Schedule Name Area Backbar 230 SF Saes 249 SF Workroom 236 SF 716 SF Project Description - Renovate existing tale including minor structural, mechanical, erectiical and plumtr-t. modllcations. No change of use or occupancy. Index of Sheets Sheet 6514 6515 6516 6517 6518 Unnamed Unnamed Unnamed Unnamed Unnamed Shed Tolle Genera G-001 Genera Information Archhtedura A-103 Heath Depamnent Plan Interims 6110 6111 6112 6114 6115 6116 6117 6119 6211 6212 6501 6502 6510 6511 6601 Plumbing P-001 P -111 P -112 P -501 Damnation Roor Plan Demolition Ceiling Plan Flom Plan FF and E Flan Casework Plan Reflected Gang Plan Floor Rnsh Plan Wall Fish Ran Interior Elevations Interior Elevations Design Details Design Details Casework Details Casework Details Schedules Plumbing Specifications Plumbing Supply Plan 8 Schedule Plumdn9 Waste/Vent Ran Plumbing Details Mechanical M-001 Medanial Specifications M-111 Mechanical HVAC PLan Electrical 8-001 0 -111 E -112 Electrical Specifications Power Plan Lighting PLan 8 Schedule ( Vicinity Map S 515t t4 - -. 52nc St_ N 5153.059 N 7.u4 le. • Par)'.- • t0 e.' 5107 s :5t.. cl: Nn, 1,'h. S:rander Eivd 544 Irrel ltel w FILE COPY ropile-.RA nn,-1 Mall Location Plan .5— =3.a '° - i!• Westfield, LLC , 1SA5E PLAN X75 'Westfield $outhirE C ENED CITY OF TUKWILA OCT 0 1.2012 PERMIT CENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318-1575 These Dre04n9s and Spedriaaons are confidential end shall remain the sole property of 5tanoxia Corporation, which Is the owner or the copyright in this work They shall not be reproduced (in whole or in pert), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation These drawings end specrhatiors are intended to express Design Intent for a prototypical Starbudo store (v4uch is subject to charge at anytime) and do not relied actual site conditions. Neither party shall have any obligation nor Bebilty to the other (except as dated above) until a written agreement is h* executed by both parties. Architect of Record KOWSALASOBRIEN 1020? Fife A'r_rwe NE, 0010 102 Sea .5.4. 166 07000 98125 p 005.05 +lsw ( 1.0020 001± wwx..chose/ mxs REGISTERED ARCHITECT JERRIMI S. OL SEN STATE OF WASHIGTON Revision Schedule Rev Date By Description 2 a) E U m 0 KDW Salas O'Brien Project #: 12 -00133 Store #: Project #: 000x51 Palette: Issue Date: Design Manager. LEED ®AP: Production Designer. Checked by: 03364 12197 -021 NCS Regional Modem 8/312012 Tod Thames WA IIOW Saas O'Brien Toni Thames Sheet Tine: Scree: General Information As indicated Sheet Number: G -001 SPECIFICATIONS trATG -20251 1. 3" inter and outlet connections. (No-Hub couplings included) 2. Max lbw rote: 25 GPM 3. Liquid copocity: 28 Gallons 4. Max grease copocity: 98 Pounds 5. Unit weight w /std. covers: 63 Pounds 6. Maximum operoling temperature 190'F. 7. Certified by NSF and fisted by IAPMO to the ASME grease interceptor standard IPA 112.14.3. NOTES T- Engineered inlet and outlet diffusers ore removable to inspect /clean pipin0. 2. For on- the -floor or buried applications. 3. Locate interceptor as close as possible 10 grease producing fixtures. 4. Kitchen -duly polyethylene cover with flush stainless steel bolts. (Load Capacity 500 lbs.) RECFJVED OCT I NM TUKWIL/W PUBLIC WORKS r 1orL E coma r-6"8- Swp1I Ii- UNIT TAG No.: MALL- --- 231/7 A OUTLET "8" (STANDARD) A REVIEWED CODE COMPLI APPROVE S'FJp -f vc4..s clpeAs " T P eErrpp_ SEE NOTE 4 q TO GRADE OPTIONS: I-1 EXT - Custom extension to finished floor or grade. Please supply dimension from C.L. of inlet to grade.(See box above) )(PS2 - 2" Inlet and Outlet connections !.1 P54 - 4" Inlet and Outlet connections f7 MPT - Male pipe thread connections SC - 1/4" Steel treodplote cover Signature of Approval: Company: Date of Approval: OCT 2 4 20 OUTLET "C TOP VIEW (W /O COVER) 29 3/4" — City of Tukwila ILDING DIVISION AIR RELIEF ON OUTLET DIFFUSER CREASE OR soil! CMFWCAL UTAixi[$i MITRUPTORf . SEPARATORS INITICVPTORS WASTE VANES san CRAMS P ROE OMIT AND commDANDAI I.Y,IfflAnf..c!.nY(A1. 1141VA*10 IS .4 MI ■,!WM, n 10.111 P.OPIJOI AM, 01..0 ..4..,Am1 A1A.n.41 .3..011.11 _„o..w,uno:.a 10111PCUapsa..Lw./FP SPECIFY DIMENSION TO GRADE 10 /4" STD. CC{ OF INLET 13" CORREC' 7 1/4" OF OUTLET RECEIVED CITY OF TUKWILA OCT 17 2012 PERMIT CENTER -- ENGINEERED INLET AND OUTLET DIFFUSER SECTION A -A DESCRIPTION: 25 GPM, 28 LIQUID GALLONS, 98 POUNDS GREASE STORAGE POLYETHYLENE GREASE INTERCEPTOR PART NUMBER: PATG -2025 MATL: HDPE DWG BY: TEU DATE: 6/18/07 REV: 4 - 4/3/09 U.P. CODE SUBMITTAL SHEET Sehler Products 2500 South 170th Street New Berlin, Wisconsin 53151 Tel: 800-827-7119 fa= 800- 827 -9664 www.schlerproducts.com Made in the U.S.A SCHIER PRODUCTS Pioneering Drain Line Purity For Non Health, Hazard Applications_ Job Name Job Location Engineer Approval Contractor Approval Contractor's P.Q. No Representative Watts Noa SD -3 Backflow Preventer for. Carbonated Beverage Machines Sizes: t /a ", W (8,1Omm) Series SD3 is a dual check with atmospheric port designed for the protection of the water supply from carbon dioxide gas and carbonated water. These substances can flow from post -mix beverage systems and are very acidic. If the acidic water comes in contact with copper tubing or copper pipe, it will cause the leaching of copper salts into the water supply. The dissolved copper if ingested can cause nausea, abdomi- nal pain, and in some cases vomiting. The SD3 prevents the reverse flow of potentially contaminated water into the potable water supply due to back pressure backflow and is used for continuous or intermittent pressure conditions. The SD3 atmo- spheric vent provides a visual indication of failure in the event that the downstream check fails and system backpressure exceeds the supply pressure. The Watts SD3 is recommended for use on Post -Mix Carbonated Beverage Equipment and dispensing equipment for tea and coffee. Features • Certified to ANSI/NSF Standard 18. Manual Food and Beverage Dispensing Equipment • ASSE 1022 Approved Dual Check with Atmospheric Vent • 316 stainless steel body for corrosion resistance • All rubber compounds comply with FDA food additive regulations • Streamlined body design minimizes pressure loss and cavitation • A Wide variety of custom end connections are available • Endurance tested for more than 500,000 pumping cycle • Atmospheric port provides visual indication of failure of the second check • Wye pattern strainer Model for water supply installations 'The wetted surface of this product contacted by consumable water contains less than one quarter of one percent (0.25 %) of lead by weight. Available Models ;Id (8mm) SD3 -MN: Male NPT ? ' (tOmm) SD3 -MN: Male NPT 'is" (8mm) SD3 -FN: Female NPT ('1Omm) SD3 -FN: Female NPT 1/4" (8mm) SD3 -MF: SAE Male Flare ill" (1Omm) SD3 -MF: SAE Male Flare lie (1Omm) SD3- Iv1F -LS: SAE Male Flare, less strainer Note: The above connections are available as outlet connec- tions only. Strainer inlet connection is always Female NPT. Specifications Backflow preventer body and adapters are of 316 stainless steel construction and all rubber components comply with FDA feed additive regulations. AU materials in contact with the potable water are in compliance with the requirements of the Safe Drinking Water Act. Public Law 93 -523. National interim Primay Drinking Water Regulations. Strainer manufactured from NSF approved acetal plastic. wags palm: veaicatiorm ti U.S. ainary wets and matt are argot/Alt and are =Med td refetcnCe only. For Dtatto meauematta. Ova amtact Watt tedmiac &nice. watts reserves the right to change of molly praAxt datd9n, c products en, speoncataats, a =teats out pica moo and vdtttta.K inanuttt any oasaDa+ to rnala such changes and 3 ottr�tations on Watts produc s our/ oust/ CY subsatrxtttty sat, Standards ASSE 1022 Installation: The valve can be installed horizontally or vertically (flow up or flow down). The valve should be installed so that the strainer and the valve are accessible for service and main- tenance. In the event the second check valve becomes fouled, the vent port opens to atmosphere and water and CO2 Gas is discharged. Connect a vent discharge line to the vent outlet of the SD3 and vent to a safe place of disposal with adequate ventilation in order to prevent personal Injury or damage. The valve should be installed such that water discharge from the . vent will not cause damage to the surrounding equipment or property. Important The device should not be Instated inside a wall or in a concealed Location. Copper tubing shad not be used on the downstream side of the backflow preventer. Dimensions (approx.) T 0 Pressure/Temperature Max. Pressure: 150psI (10 bar) Max. Temperature: 130 °F (54 °C) Typical Installations Water Supply Installations Water Supply Valve SD3 Backflow I Preventer Plastic Strainer Pipe Vent Discharge Line Beverage Dispenser Post Pumping Installations Valve r Water Supply Strainer SD3 MF -LS Beddow Preventer Filter Pump Vent Discharge Line- Carbonator H2O and CO2 COsgas in vented area Carbonated Beverage Dispenser SIZE (011) In mm PAW #ASSEMBLY DEED CODE In A mm DI61E5ISIU1IS B In mm C in mm D in mm 1/4" 8 SD3-MN 0061652 4'6 114 11/4m 27 11 48 ' 111a 43 1/4" 8 SD34AF 0061653 4% 111 11/4a 27 11/4 48 113/48 43 3f1" 10 S03-MN 0061656 41/2 114 11/is 27 1A 48 Ma 43 IV 10 SD3-MF 0061657 41/2 114 11/4a 27 11/4 48 111/4a 43 '/' 8 S03-FN _ 0061666 41/4 - 114 11/4e 27 11 48 11 yie 43 Vs" 10 SD3-FN 0061667 41/4 114 11/4e 27 11/4 48 111/4e 43 "A" 10 SD3-MF- LS 0061671 2% 67 11/48 27 — — — — Capacity ye (8mm) SD-3 arm 207 30 e 172 25 17 138 m 103 15 8 10 34 5 0 0 0 0 71 .41 9 1.5 se 1 10 18 Row 12 13 1.8 44 . 5.7 41 12 0p15 4B km 36' (1Omm) SD -3 69i psi 207 30 172 j138 25 m 103 15 W 1O 34 5 0 0 0 llommo 25 a .95 .e 2.3 Flow 1.7 6.S u 14 A Watts Water Technologies Company ES -SD3 0940 14 9.1 iSOQIM 'EEO rit USA: 815 Chestnut St.. N0. Andover, MA 01845-6098; www.watts.ccm Canada: 5435 North Service Rd.. Btuangton, ONT. L7L 5M; www.wattscanada.ca 0 Watts 2009 ES-009 • For fteilthliazaid Aprilications . Job Name cb Encr.ts..,r C,cr,tre.ctor's P0 rsr, ;"tecresentatwe Aperoval Series 009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Sens CC Reduced Pressure Zone Assemblies are c..esrened to prctect ocaable wate, supplies 41 acccrdance with hat;cnal pk.-rnbing codes and water autticr;ty rer.luirerneris. This se,fles can b ec ;r, a vaneri of installations. including tne craven- tiers sf health nazwd cross cornecticos n pin g systems cr for conta:r.rnent at toe Service 12ne entrance. This series feazures .m0 r-line, :nce.cencient cnecK valves, cadrured springs and replecaacle snec% seats with ar, media:a relief valve. 4s cbmpacT mcduiar deslon cle easy maIntenanc.e 106 assembly access. Sizes - 1' - 25rrtrh) shuttles have tlar.rlies Features • Single access ccver arlo rncdu1a zhes,f constr,..cnor ■Cr e-ase cf rnaint=hance • Tod entry - all .rternals Imrneb:alety 'accessible . Batt Type • scr.ngs tor oa:r., rra;r.;erarcti Test Cocks • Internal relief .talve fcr reduced tnstallatisn clearances • :;e,staceoble. seats fcr• eccrcm,sal resa?.. Tme:12Ccck ' =r;".-="i'.l:li:,i ,.."42,747.—;11-' — $ ,,..,-1,7.4 ' ,: 1 42 1 • Srcry:fe tody ccnstr:t cn fsr dvrabliTy 'i.:' - 2' 0 - 50r-Jn)• meriule ..,,,,... z.--.0-----.7 -7..:::-.,1- ---• z,..., -z-4.t.-______, • '.....14;2.4.:8.,..._:•dt_._ =7;''..7.,.,—.....r.. .. 1: • :I'Lsed eccxy cpared cas:Ircnccdy 2'...s.;.:.:70 .3.1:,:.'F., ard aOrrrn;: FftS: Cneck • Sall lelve test cccxs — 3CtiVr.:17-1V ::mrn; Assetr.try 1 I : — • Leree t.Cdy cascades crcydec low pteSSixe crr;c t—.."4-.4.,. •. r';'47 ..._...:...1 • • Ccrncect. space .saving Cle.S.Qn 3 ....a.,7........... :.,.... 1,...., • N: -tcac:al triOIS e'.,".:::,fr*.z.' 'cf s.ri.s•ng --s -..•.t.,.., 1/2" (15mm) 009QT Test Cock No 3 2" (50mm) 0-09N12QTHC Test Ccck Specifications A Flecw,:et.! Pressure Zche Assemoly shall be -nstaited at each potenttat heafth, hazard Iccaticn r.c prevent ca0.flcw.due to backsiphcnage andicr bac.,kpress,..re. Tr e assembly shall ccrsis:. cf art ir4ernal pressure c:fferenttal rel;ef valve :ccated in a Zing between wc GCSit.ve seetnr.:: crack Due it Captured springs and sdicsne aea t d-scs Seats an(4, Seat discs shall be replaceable. '1.1 bc:r, check modules and ttiE relief valve. There shall 'ce tnreads sr screws 01 tne wa:er- way expcsedto line fkds. :Sr'i■Ce Cc$ afl ntemal ccrnconentS Shall be through a Smelt acCess brcnze ccver secured wirn stainless steel colts_ The assembly shall also seclude wc res:lis-nt sea:ed iS•Iatfcr, vaives, four :.;.*slien: seated test ecck.s and n atr gap dra;r The asserrtly Snail me: tn regdirernentS of USC Manual Sft,. Er.”tient, .SSE Sid tGt3, A.WNA Std. C.51 t: CS A Be3.4, Shall e a Watts Fiegutatdr C3 Senes r3c9. TDoes'not indicate approval status. Refer to Page 2 for approved sizes .8 models. Watts crceilo 4.•eift.atint 3ra4von.at!im or,:ne.e%i terretarenee FO• mexuaimer's. please mind Wars Tecri rt Mita ru,w t 1cn. zeof.cacom mate= :-..c4c r.:xe mtraa ctsr yr/ 1731,0 AUCN CAIMPS 3f4 rneecrons .f•AWatt.575C5.,r9 Mv,tt..10Ir 7.:7,01:F^t/ VAL P Z,ne Peiiet Vatve Asserntly Second Check Mcdule Asserrtty Water Cutlet NoW Available .• • WattsBox Insulated Enclosures For ., FT.mOrein'to-rMatioh. se'r.d or Wei-attire ES-WE3. , blfP(MT.4111; /MUNE Wffif GGYERem; rtu rr:GIVI7F.S FOR LOC4L REOUYEMENTS Available Models: 'h." - 2" (8 - 50mm) Suffix: CT - call valves crenze stranar LF - withcut snutcg vaves elbow titt:ngs fc:r 36C4 rVat:Cir. - 2*(20 - 50mrn) intnrna: Poiyrner Coaling locking handle ball valves (open position) stainless steel ball valve: hanctles :r.lat/butlet fire hydrant fittmg (2' valve) • PC - LH - SH - HC - Prefix: c - clean and check Vainer - 1' (20 - 25mm) only U - ix:on connections (see ES-LICCS'; Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - ron•rs:rtg stern rant seated cats- va;ves CSY - ljLiFM outsido szem an..1 yoke resTient seated gate valves S-PC1F,- epoxy coated r_FDA - ocated r..,uarter-turn cal: valve. Stirs LF - without snuff valvp.s S cast iron strsner Note: The installaticn of a drain line is reccmmended. When installing a drain line, an air gap is necessary tsee ES-AGL Materials: 1/4" - 2" (8 - 50mm) Bronze body censtructicr„ silicone rubber disc material .n the first and se-cord check plus the relief valve, ,Repladeeble polymer check seats for first and Second checKs, ReJnovable sta,niess steel relief valve seat Stainless steel Cover bolls Stand ardly furn:shed ,.tptnt,IPT body connec.tions. ;Or open- al bronze union inlet arc cutlet connections, specify prefix - 2115 - 5CrnmA Series 0,090T (urrisher.: duarter full port. resilie.nt seated. bronze tail valve shutoffs. Air Gaps and Elbows Materials: 21/2" and 3" (65 - 80mm) • iF:17A acorcvsdi Fstt:cy ccater... tr:n w,n se.a:s • Rkt;l:el l ef-4, :rgn • er.'::r,e :Cat vaNe. Pressure / Temperature Series 009 '14" - 2" 1 - 5Crwri) fy supply pressre up 10 l 75ps: (12 t.,a). Y1ater ternoaratJta. 33"F - 1.5(20F f0.5=C - 75=C1, Sizes 2V2" and 3" (65 and 8Ornrn) are suable tar supply pressures up tc 175psi (12.1 bar" ano water temperature at 1101F 143"C) continu. 14(J"F (60°C) interrr,ittent, Standards USC maruai Eth Ed:t:orrr ASSENo. I13 AY/WA C511-92 CSA B54.4 1AFtv10 File Mc 1263. tCces no', mdicalts ar....orr.*,ai status $ ea acorr.wecll‘rc,r:sts, Approvals CSA, ti-1PMQ Approved by ro Foundat:on tor Cross-Ccnnect:or, Corucl and HyCr3uliC Research at the Univers*: Scutnerr California, Approval mr,,,Cels 73T, AOT, PC, NRS, OSY 1,./L Classified - 2' (20 -50mr1) (LF -modals only except 039N13LF) 2!,"' rd 3 i66 and !,..,Crnm) with. OSY gate /lives. • 17."-2" 009/909, r c03m2. 993 '6096141 2W-3'009/909 Vertical a kr SC9 .:C3 re 553 ;ins tr A Iv, ,r! a ,r.ti , ts. ... C.109AG•A 'ic"—...f c09, Y.' 001MZ/M3 I !f:', . 1 12 2':i 60 3',1 79 .625 23 909AG-C lii" -1 '' 1:1G9:20.9. 1"-1'4" 009M2 ; 1 , 25 TA 83 4ii 124 1.50 .68 909A1rF 1w-2- 009M1, 1W-3" 009/9C9. 2" 009M2. 4-6" 993 1 2 I 51 40/3 111 5',4 171 125, 1.47 909AG-K 4"-6' 909, 8"-10' 909M1 I 3 76 61/2 162 9'./..) 243 6.25 2.33 909A(3-M 81-10- 909 I 4 102 7/e 137 11v• .394 15,50 7.03 909EL-A VC-1/2'. 009.3/1" 009M2iM3 I - - - - 1 - - - - 909EL-C W'-1"009/909. I - - _Vil n:, c0 v, rs, : • 60 38 .17 • AiNPLi r •,... /1, IIIIMAI 1 : _23', •..: fl ei ., It. • 17."-2" 009/909, r c03m2. 993 '6096141 2W-3'009/909 Vertical a Dimensions and Weight' A" — 2" (8 — 50mm) 009 i-- M Suffix HC — Fire Hydrant Fittings dimension 'A' = 25' (637mm) 01974 ° -2° - S17E1OA) in +mn A A OA R 9 on at DIMENSIQ:ISIAPPROX'•) C ate 0 41 - - on _— it 1. on it STRAINER E:dE!i51H II an et "S 0 mm (:EIGHT . es Op I!1 8 10 250 41 111 31 86 1'/. 32 51/2 140 2% 60 21/2 • 64 5 2 41 10 10 250 41 117 3% 38 1'h 32 51/2 140 241 60 21/2 64 5 2 1/2 15 10 250 441 117 341 86 1'% 32 51/2 140 2% 70 21/2 57 5 2 5 20 10% 273 5 127 31/2 89 11/2 38 61/2 171 3111 81 21/2 70 6 3 1 25 1411 368 511 140 3 76 21 64 91/2 241 3M 95 3 76 12 5 11/2 32 174 441 6 150 iii 89 21/2 64 11% 239 4'i. 113 31/2 89 15 6 11 40 17% 454 6 150 31/2 89 21/2 64 111/2 283 4'1 124 4 102 16 7 2 50 211 543 7% .197 41/4 114 3'/. 83 131/2 343 514'4 151 5 127 30 13 Dimensions and Weight 21/2" and 3" (65 and 80mm) 009 NI SIRAINEH SUE 1n 0775 41. if= OIMIEHSIOHS )a7pra .) H in on Z' 65 10 I54 • 3 80 I101/4 257 tCtearance for servicing 6'/4 165 7 178 R11 a mm 9% 243 10 254 WEIGH! 0s 1ps 28 12.7 34 15.4 Watts G-4000 Series QT — Ball Valves MOOR 517E ON 177 HUD C 111 IMn O1,1115IQN5!APPROX.) 0 II. nnn l M a:m R N. 117n ' u ai MA WEIGHT As kgs 60911 21/2 65 — — 4% 114 181/2 460 — — 10' 270 76 34.5 11,:,r. 1 T 4,, •' 1 • 1 ,. 1 I*!« 0090T IMIllrgl l,ii i IMINFINIMIMIIIMIETMP211 1.1 1 21/2 65 331/2 845 6 152 4' 114 16% 416 18'1 460 74 197 1 101 270 150 68.0 0091.E 3 80 — — — — 4'h 110 — — J8% 460 — — i 10% 270 76 344 k1,: a I. 1 1 : ". 1 4' 114 1.57 4 C 1.'. . I ; . 1 1!'. 1 • . • I.I; , E.. 1 ;!I in. Eirr+'iMiMii7 • . M iiOMI i , 4. 1 11 , i 1.1 00907 3 80 341/2 870 7 178 41/2 114 163/4 422 1 8T 460 8% 222 E 101 270 158 71.7 Capacity Performance as established by an independent testing laboratory. kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 kPa 138 20 117 17 96 14 76 11 55 8 35 5 ' 'A' (8mm) 0090T I I 1 AP 0 0 .25 .60 .95 1.9 .75 1.17 gpm 2.9 3 8 4.5 4m ps '.i° (10mm) 0090T kPa 172 138 6Pp 001 25 20 103 15 69 10 35 5 . 6Pq .25 .50 95 . 1.9 75 1.25 0.50 2.5 3. gpm 2.9 38 4.8 5.7 9.4 11.8 10m th" (19mm) 009QT kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 0 2 6 10 14 18 22 28 30 34 38 or 0 7.6 23 38 7 53 68 84 1 99 114 129 144 160175 2.3 4.6 1 ",(25mm) 009M20T kPa 207 172 138 103 69 35 0 2.5 5 7 5 10 12.5 15 gpm 3 B 9 5 19 28.5 38 47.5 57 bra tps 5 7.5 1.5 2.3 46 31133 ,'4" (20mm) 009M3QT INIUM11111111 111111111111111111111111111111MME wow zwini 1II.11■•V•MIBMMI•••/ ••11•Mttl sammEmmorassINIM1/ t••••1111•1 •••r•11IMM•■ //1111■ •••111 ■1111ti /•••E/1•1 ■ ■!1.1••■ .=." = =w! ��-�iQ1•I•I•IIt•1tl•1••• + /RN /MIBI uaRuui1Hfa•tllititiU■ I•■f4f •• •I 11••• ■t••NNIMUI INI MUOMMI II;•• ■r•••laA1111•1111111■••■ •f41•••1•1 MIME 081 30 25 20 15 10 5 0 0 0 r 5 19 10 20 38 76 114 7.5 2.3 30 40 152 t5 46 WWA17S. 50 60 70 60 190 228 266 304 'Typical maximum system flow rate (7.5 feet/sec.. 2.3 meters/sec.) 1146 (32mm) 009M2QT • In pal 172 25 138 20 103 15 69 10 35 5 0 0 aP p kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 10 20 30 40 50 38 76 1 4 152 190 5 7.5 10 1.5 2.3 3.0 11.4u (10, mm) 009M20T 60 228 70 80 266 304 15 4.6 ..J 0 10 20 30 40 50 60. 70 80 90 100 110 120 aP 0 38 76 1 4 152 190 228 266 304 342 380 418 456 5 7.5 10 15 1.5 . 2.3 3.0 4.6 ea psi 207 30 172 25 138 20 103 15 69 .10 35 5 0 0 6P 0 2" (50mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 0 20 40 60 80 100 120 140 76 152 228 304 380 456 532 5 7.5 10 1.5 2.3 3.0 20" (65mm) 009 160 608 4.6 91 fpm • fpa mps Irmn tps mps 180 200 gpm 884 760 fpm 0041 mos 1 1 1 1 1 r 1 T 1 i Oa psi 172 25 138 20 103 15 69 ID 35 5 0 3 25 05 50 75 100 125 150 175 260 10- 295 380 475 570 665 760 5 7.5 10 1.5 2.3 3.0 3" (80mm) 009 225 250 885 950 15 4.6 0 25 50 75 100 125 150 175 200 225 250 275 300 325 AP 0 95 190 285 380 475 570 665 760 855 950 141511.11235 5 7.5 10 1.5 2.3 3.0 • A Watts Water Technologies Company ES-009 11M USA: Y0. arCC:sr. to,:. • ref. los) BEe -'c, • • .u:17a) 794-1:4 • w•n+:aa .:ai- Canada Bub ...pct. C+:. • •94:i 3724090 • "s:: ,'sCf 37•7:53 • trriw.•.va'sr3W.:a C 2011 'Nays m tom tps mos 60m fps mps I 1 1 � I 1 l 1 1 t kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 0 20 40 60 80 100 120 140 76 152 228 304 380 456 532 5 7.5 10 1.5 2.3 3.0 20" (65mm) 009 160 608 4.6 91 fpm • fpa mps Irmn tps mps 180 200 gpm 884 760 fpm 0041 mos 1 1 1 1 1 r 1 T 1 i Oa psi 172 25 138 20 103 15 69 ID 35 5 0 3 25 05 50 75 100 125 150 175 260 10- 295 380 475 570 665 760 5 7.5 10 1.5 2.3 3.0 3" (80mm) 009 225 250 885 950 15 4.6 0 25 50 75 100 125 150 175 200 225 250 275 300 325 AP 0 95 190 285 380 475 570 665 760 855 950 141511.11235 5 7.5 10 1.5 2.3 3.0 • A Watts Water Technologies Company ES-009 11M USA: Y0. arCC:sr. to,:. • ref. los) BEe -'c, • • .u:17a) 794-1:4 • w•n+:aa .:ai- Canada Bub ...pct. C+:. • •94:i 3724090 • "s:: ,'sCf 37•7:53 • trriw.•.va'sr3W.:a C 2011 'Nays m tom tps mos 60m fps mps • OFF HOURS INSPECTION Reimbursement authorization/approval to conduct inspection activities during off hours. �/l'v Date: /O —26 Permit Number: Requested By: ovtdr !'��� Firm /Company: -Pt /2- /7.5 l�tl r (CZ e6r ?1/'c.1-0/(' _Tkte Inspection Information 1 Project Name: Sk Project Address /Location: 506 S'dt /k. le r 7C.4', "( Requested Date for Inspection: /(9(�< 7- /2_ Contact Name: 2/14r--e-<4 J �f'2t'ktA/ Special Conditions for Consideration: Requested Time: /20© AM/6) Phone Number: (20g) 817 29 04 ** Contractor will be charged a minimum for four (4) hour inspection time for any off -hours inspection work at $94.50 per hour (minimum total of $378.00). This is to be paid at the time of request. ** The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in excess of (4) hours. Signature: �J Printed Name: t�` cL% () (� 6/<o ,A Date: 47 ( �-- RECEIVED CITY OFTUKWIIA City''U s"e 777-7,3W3 nLyi m Approved: .....T 26 2012j�.�T_�..r PERMIT CENTER Disapproved: Remarks: Date of Approval /Disappr Authorized Reviewer: W: \Permit Center \Templates \Forms \Off Hours Inspection.docx • City of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 9, 2012 Eric Vanbeek Andgar Corporation 6920 Salishan Py Ferndale, WA 98248 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG12 -175 Starbucks Coffee — 506 Southcenter Mall Dear Mr. Vanbeek, This letter is to inform you of corrections that must be addressed before your plumbing/gas piping 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 Building and Public Works Departments. Buildin>; Department: Dave Larson at 206 - 431 -3678 if you have any questions regarding the attached memo. Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: PGI2 -175 W:\Permit Center \Correction Letters\2012\PG12 -175 Correction Letter #1.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Building Division Review Memo Tukwila Building Division Dave Larson, Senior Plan Examiner Date: October 8, 2012 Project Name: Starbucks Coffee Permit # PG12 -175 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and /or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. Please provide a spec sheet for all backflow devices. 2. A hydromechanical grease interceptor is required for this tenant space unless one already exists. I don't see one on the plan. Any plumbing fixture that has the potential of allowing fats, oils or grease into the public sewer will need to be connected to the grease interceptor. Please provide a manufactures spec sheet for the grease interceptor proposed and sizing calculations per the 2009 Uniform Plumbing Code. Please contact Mike Cusick with Public Works if you have any questions regarding this requirement. 206 - 431 -2441 3. Please provide a line drawing for the sanitary waste system. Include all piping and indirect waste piping with lengths and sizes of pipe sections. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. • PUBLIC WORKS DEPARTMENT COMMENTS DATE: October 8, 2012 PROJECT: Starbucks Coffee 506 Southcenter Mall PERMIT NO: PG 12 -175 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please refer to Building Department comments prepared by Mr. Dave Larson. W:Other /Joanna /PG12 -175) • PE T MORD Y. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -175 DATE: 10 -17 -12 PROJECT NAME: STARBUCKS COFFEE SITE ADDRESS: 506 SOUTHCENTER MALL Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: UL l'rnfi. 1V- 'Il Building Division 19ubllc Works Fire Prevention Structural Planning Division Permit Coordinator 11 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10-18-12 Complete Incomplete Not Applicable Comments: Permit: Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Ur Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11-15-12 Approved ❑ Approved with Conditions ILX- Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only a ; CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 PERIATCOND COPY. PLAN REVIEW /ROUTING SLIP ACTIVITY NUMi3ER: PG12 -175 DATE: 10 -01 -12 PROJECT NAME: STARBUCKS COFFEE SITE ADDRESS: 506 SOUTHCENTER MALL X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: 1 _ ck k/ io—er'1j uilding Division n o�-ev Public Works Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete `V1 Incomplete DUE DATE: 10-02-12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route n Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 10 -30 -12 Approved n Approved with Conditions ❑ Not Approved (attach comments) 1 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: t0-41-1() � Departments issued corrections: Bldg Fire ❑ Ping ❑ PW Staff Initials: UV Documents /routing slip.doc 2 -28-02 City of Tukwila Deportment of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431 -3665 Web site: him: //www.cl.rukwilu.wa.us Revision submittals must be submitted In person at the Permit Center. Revisions will not be accepted through the mall, fax, etc. Date: JO S — 12-. Plan ChecWPermit Number. PG 12 -175 ❑ Response to Incomplete Letter # _ ® Response to Correction Letter # 1 ❑ Revision # ^ after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Starbucks Coffee Project Address: 506 Southcenter Mall Contact Person: $ /U.. 13E4 I./Ca—EP—Rhone Number: , 6€44)) Vo? - 641-1 Summary of Revision: Cl S rrlfic &T/°N F - k1 i ' i tD l <s sirITACREA, FeAll 5E0 Sfl6QT P 112 t Vlslan) *1 APP h 0 7 a)PE ASe N T E � - C O T c R - . F o f - MDf S Jul k Z- CPMPIAfVVMtlkiT- &J K Pte- M 1 C—E cos 1 csL CI ettsE.D so/as-7- f- I/ 2 (1eLvrs ion) 41. 0 DID Ll add D 1�A �i (tz4�v1 F P- SRa141T ? -/ wik S STfXfr . Sheet Number(s): i '' 112- 4 P-/11 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: pEntered in Permits Plus on 010— ED CITY OF TUKWILA OCT 172012 PERMIT CENTER + altpltcannns \fonns•nptthcatinns on Itaevevtstun submittal Cowed: 8.13.2004 Revised: Contractors or Tradespeople titer Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ANDGAR CORPORATION UBI No. 600100192 Phone 3603669900 Status Active Address Po Box 2708 License No. ANDGAC'191O2 Suite /Apt. License Type Construction Contractor City Ferndale Effective Date. 9/22/1981 State WA Expiration Date 7/11/2013 Zip 98248 Suspend Date County Whatcom Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ANDGAIL960M9 ANDGAR II LLC Construction Contractor General Unused 7/29/2004 7/29/2014 Active VANSSM*270NA VANS SHEET METAL INC Construction Contractor General Unused 8/1/1973 8/1/1981 Archived Business Owner Information Name Role Effective Date Expiration Date VAN L00, GARY J President 01/01/1980 Amount MCLLEMA, ANDREW Vice President 01/01/1980 01C1216044 -04 Bond Information Page 1 of 2 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 WESTERN SURETY CO 929334221 07/11/2004 Until Cancelled $12,000.00 05/20/2004 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 19 American Economy Insurance Co 01C1216044 -04 04/01/2012 04/01 /2013 $1,000,000.0003 /17/2012 18 AMERICAN ECONOMY INSURANCE CO 01C12160443 04/01/2011 04/01/2012 $1,000,000.0003 /29/2011 17 AMERICAN ECONOMY INSURANCE 01C12160442 04/01/2010 04/01/2011 $1,000,000.0003 /29/2010 16 AMERICAN ECONOMY INSURANCE 01C12160441 04/01/2009 04/01/2010 $1,000,000.0005 /12/2009 15 AMERICAN STATES INS 01CG165309 -6 07/11/2008 07/11/2009 $1,000,000.0007 /10/2008 14 AMERICAN STATES INS CO 01CG16530930 07/11/2006 07/11/2008 $1,000,000.0006 /28/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 10/25/2012 PLUMBING SYMBOLS LEGEND PLUMBING ABBREVIATIONS GENERAL PLUMBING NOTES U G O S 3PL THIRD PARTY LOGISTICS GC GENERAL CONTRACTOR REF REFERENCE GFCI GROUND FAULT REQ('D) REQUIRE(D) AFF ABOVE FINISHED FLOOR R CIRCUIT INTERRUPTER REV REVISION /REVISION AHJ AUTHORITIES HAVING JURISDICTION GW GREASE WASTE SHT SHEET APPROX APPROXIMATE HR HOUR SPECS SPECIFICATION(S) HVAC HEATING, VENTILATION SF SQUARE FEET BLDG BUILDING AND AIR CONDITIONING SS STAINLESS STEEL HW HOT WATER CLG CEILING HS HANDSINK TEL TELEPHONE CONST CONSTRUCTION HWS HOT WATER SUPPLY TEMP TEMPORARY CW DOMESTIC COLD WATER HWR • HOT WATER RETURN nP TYPICAL CXA COMMISSIONING AGENT TMV TEMPERATURE MIXING VALVE LL LANDLORD TW TEMPERED HOT WATER DEG DEGREES LV LOW VOLTAGE DTL DETAIL MAX MAXIMUM UNO UNLESS NOTED OTHERWISE DN DOWN MECH MECHANICAL V VENT DWG(S) DRAWINGS) MC MECHANICAL CONTRACTOR MDP MAIN DISTRIBUTION PANEL W SANITARY WASTE EACH MEP MECHANICAL ELECTRICAL WH WATER E R H A HEATER AND PLUMBING EC ELECTRICAL CONTRACTOR D LUMBING WP WEARIER PROOF ELEC ELECTRICAL MFG MANUFACTURER WCO WALL CLEANOUT OU EM EMERGENCY MIN MINIMUM (E) OR (EX) EXISTING MS MOP SINK EXT EXTERIOR NL NIGHTLIGHT FD FLOOR DRAIN NTS NOT TO SCALE FS FLOOR SINK FURNISH & INSTALL PC PLUMBING CONTRACTOR FLR FLOOR PS PREP SINK FT FOOT /FEET POC POINT OF CONNECTION FCO FLOOR CLEANOUT PM PROJECT MANAGER _ 5. CONTRACTOR TO VERIFY ALL DIMENSIONS, INCLUDING CLEARANCES REQUIRED BY 1 PC SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO OTHER TRADES AND NOTIFY STARBUCKS CM OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION AND BE RESPONSIBLE FOR SITE INVESTIGATION PRIOR TO START OF WORK TO REVEAL THE FULL SCOPE OF WORK. IN ADDITION, THE PC SHALL PROCEEDING WITH THE WORK. ALL DIMENSIONS ARE TO THE FACE OF THE THOROUGHLY EXAMINE ALL AREAS WHERE EQUIPMENT, PIPING, AND FIXTURES FINISHED SURFACE UNLESS NOTED OTHERWISE. ALL DIMENSIONS TO BE TAKEN WILL BE INSTALLED AND WILL REPORT ANY CONDITION THAT PREVENTS THE FROM FROM ACTUAL BUILDING DIMENSIONS. PROPER INSTALLATION OF THE PLUMBING WORK. 6. THE PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING WORK WITH OTHER 2. PC SHALL COORDINATE WITH THE GC TO PATCH AND REPAIR ALL EXISTING TRADES. THE ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE OVER ALL WALLS, FLOORS, CEILINGS OR OTHER SURFACES IDENTIFIED TO REMAIN THAT OTHER DRAWINGS. SEE ARCH. DRAWINGS FOR FIXTURES IN CASEWORK AND MAY BECOME DAMAGED DURING THE COURSE OF WORK. PLUMBING DETAILS. 3. EXPOSED SURFACE MOUNTED PIPING IS ONLY ALLOWED IN THE BAR AREA 7. UNLESS OTHERWSENO1ED(SEE ARCH. SHEETS), THE CONTRACTOR SHALL / REMOVE ALL EXISTING PLUMBING FIXTURES INCLUDING PIPING AND ALL OTHER UNDER COUNTERTOPS, WHERE IT DOES NOT OBSTRUCT CABINETS/DEVICES AND WHERE APPROVED BY STARBUCKS CM. IF ROUTED THROUGH CABINETS, IT MISC. DEVICES AS DIRECTED BY THE GC THAT IS NOT BEING SALVAGED OR SHALL BE ROUTED TO MAXIMIZE STORAGE SPACE AND BE PROTEC FR REUSED. EQUIPMENT /FIXTURES INDICATED ON DRAWINGS TO BE REUSED SHALL DAMAGE. BE INSPECTED AND IF DEFECTIVE, REPLACED. COORD. WITH GC AND STARBUCKS CM. 4. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL INTENT OR ARRANGEMENT OF SYSTEM(S). F&I ALL COMPONENTS NEEDED WHETHER 8. ALL PIPING AND /OR PLUMBING DEVICES SHALL BE SUPPORTED FROM INDICATED OR NOT TO PROVIDE A COMPLETE AND OPERATING SYSTEM. - STRUCTURE (NOT FROM HVAC DUCTS OR OTHER PIPES /CONDUITS). UNLESS 9. ALL IS NEW UNLESS OTHERWISE NOTED. NOT ALL EXISTING PIPING AND DEVICES : ARE SAWN. MAINTAIN _ CONNECTIONS TO EXISTING FIXTURES AS NEEDED (NOT NECESSARILY SHOWN). S OR W SANITARY OR WASTE PIPING BALL VALVE BV L VE BELOW SLAB (U.N.O.) GV — — V SANITARY VENT PIPING —� GATE VALVE GREASE WASTE PIPING 1'–.J GW CH. V CHECK BELOW SLAB (U.N.O.) p_ PRV VALVE : REDUCING VALVE — 1 PRESSURE CD � CD CONDENSATE DRAIN ` RV RELIEF VALVE BFP BACKFLOW PREVENTER CW COLD WATER PIPING -N-J- HW HOT WATER PIPING KB HOSE BIBS . _ CWF CWF COLD WATER FILTERED SHOCK ABSORBER CWN CWN COLD WATER NANO FILTERED � STRAINER CWS CWS COLD WATER SOFTENED WCO WALL CLEANOUT TW TEMPERED HOT WATER O FCO FLOOR CLEANOUT GW GW GREASE WASTE i• 1111 FS FLOOR SINK LANDLORD REQUIREMENTS NOTE• , SOME SPECIFICATION SECTIONS INDICATED ON THIS SHEET MAY NOT APPLY TO THIS EXISTING STORE'S RENOVATION SCOPE. CONTRACTOR SHALL VERIFY G G GAS PIPING THE CONTRACTOR SHALL COORDINATE WITH LANDLORD BUILDING OWNER FOR / ANY CONSTRUCTION REQUIREMENTS SPECIFICATIONS. IF LANDLORD BUILDING / LANDLORD/ BUILDING OWNER DOES HAVE REQUIREMENTS, CONTRACTOR SHALL BECOME COMPLETELY FAMILIAR WITH REQUIREMENTS /SPECIFICATIONS AND ADHERE TO THEM. WHERE.. LANDLORD BUILDING OWNER RE UIREMENTS ARE MORE STRINGENT THAN / Q SHOWN IN THESE PLANS IN THE OPINION OF THE ENGINEER), LANDLORD /BUILDING ( OWNER REQUIREMENTS SHALL GOVERN. QM WM WATER METER RO RO REVERSE OSMOSIS WATER POC CONNECT TO EXISTING STOP VALVE AT FIXTURE RENOVATION SCOPE AND APPLY APPROPRIATE SPECIFICATION SECTION REQUIREMENTS. ' CONFIRM WITH CM. EVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2012 PLUMBING SPECIFICATIONS ; city of u ila ®ull PIN I -N: BASIC MATERIALS AND METHODS PIPING INSULATION O N U O GENERAL SPECIFICATION NOTES MATERIALS PROVIDE ALL NEW: MATERIAL AND FIXTURES UNLESS NOTED OTHERWISE. ALL FIXTURES AND MATERIALS SHALL BE LABELED AND LISTED WHERE REQUIRED BY CODE AND AHJ. CORING, AND FITTING PERFORM REPAIRING AND FINISHING OF THE WORK `NECESSARY FOR THE INSTALLATION OF THE FIXTURE. HOWEVER, NO CUTTING OF THE WORK OF OTHER TRADES OR OF ANY STRUCTURAL MEMBER SHALL BE DONE WITHOUT THE CONSENT OF THE. ARCHITECT CONSTRUCTION MANAGER, GC, AND/OR / AND .: ` OWNER. PROPERLY.. FILL, SEAL, FIREPROOF, AND WATERPROOF ALL OPENINGS, SLEEVES AND - HOLES IN SLABS, WALLS, AND CASEWORK. HANGERS & SUPPORTS �, THE PLUMBING CONTRACTOR SHALL F &I ALL PIPE SUPPORTS NEEDED FOR r. N ,. A -IA EQUIPMENT A M IEIAL. ALL HORIZONTAL RUNS OF PIPING IPINGS LL BE BY PIPE HANGERS NOT N FEET O.C. FOR SUPPORTED s E NGERS SPACED OT MORE THAN 10 EE ,� ; 7 , PIPES 1 1/4 AN LARGER, AND 8 FEET O.C. FOR PIPES SMALLER THAN „ 1 -1 4 AND AT EAOH.: JOINT FOR SOIL OR WASTE PIPE. ADDITIONAL SUPPORTS SHALL BE PROVIDED WHERE NEEDED TO PREVENT SAGGING. HANGERS AND PIPE ATTACHMENTS TO BE FACTORY FABRICATED WITH GALVANIZED ATI • NONMETALLIC A HANGERS GAL ZED CO NGS, 0 ETALLIC CO TED FOR ANGERS IN DIRECT CONTACT WITH COPPER TUBING. CONNECTIONS INSTALL UNIONS ADJACENT TO EACH VALVE AND AT FINAL CONNECTION TO EACH PIECE OF EQUIPMENT. INSTALL DIELECTRIC COUPLINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS. SCREW JOINT STEEL PIPING UP TO AND INCLUDING 1 -1/2 ". WELD PIPING USE NON -LEAD, NON - ANTIMONY SOLDER FOR SOLDERING DOMESTIC WATER COPPER PIPE. ....INSTALLATION INSTALL PIPING FREE OF SAGS AND BENDS. PROVIDE BRACKET STANDOFFS ` 1" FROM MOUNTING SURFACES SUFFICIENT TO ALLOW 1 CLEANING SPACE AROUND ALL PIPING, INCLUDING ANY ADDED PIPING INSULATION: INSTALL FITTINGS FOR CHANGES IN .:DIRECTION AND BRANCH CONNECTIONS. INSTALL SLEEVES FOR PIPES PASSING THROUGH CONCRETE AND MASONRY WALLS, GYPSUM- BOARD PARTITIONS, CONCRETE FLOOR, AND ROOF SLABS STRUCTURE, SEAL PIPE PENETRATIONS 1NROUGH RATED / CONSTRUCTION WITH FIRESTOPPING SEALANT MATERIAL MEETING CODE, AHJ, AND ARCHITECTS REQUIREMENTS. UNDERGROUND WATER AND SEWER LINES QU SHALL BE LAID IN SEPARATE TRENCHES WITH A MINIMUM HORIZONTAL SPACING AS REQUIRED BY CODE, - EXCAVATED TO THE PROPER DEPTH AND GRADED TO `PRODUCE THE REQUIRED FALL. EQUIPMENT PLUMBING CONTRACTOR, SHALL VERIFY ANY EQUIPMENT LOCATION AND REQUIRING PLUMBING CONNECTIONS WITH THE TRADE AND VENDOR EQl1G L SIZES CONNECTION( S) SUPPLYING THEE EQUIPMENT PRIOR TO ROUGH -IN. Q CLEANOUTS F &I J.R. SMITH OR EQUIVALENT FLOOR. AND WALL CLEANOUTS AS INDICATED ON THE DRAWINGS AND WHERE NEEDED IN ALL SOIL, WASTE, AND DRAIN LINES. IN AREAS WITH CERAMIC TILE OR CARPETED FLOORING, PROVIDE CLEANOUTS WITH SQUARE ADJUSTABLE NICKEL BRONZE TOP. IN AREAS AR ADJUSTABLE, WITH RESILIENT FLOORING, PROVIDE CLEANOUTS WITH SQUARE, DJUS BEE, NICKEL BRONZE TOP WITH TILE RECESS. CLEANOUTS SHALL BE SAME SIZE " AS PIPE EXCEPT THAT CLEANOUTS LARGER THAN 4 WILL NOT BE REQUIRED. WHERE CLEANOUTS .00CUR IN WALLS OF FINISHED AREAS, THEY SHALL BE M PLATED ACCESS BEHIND CHROME LATED CCESS COVERS. CONCEALED BE . TESTING : ALL PIPES SHALL BE TESTED BY AN APPROVED METHOD BEFORE THEY ARE BACKFILLED OR CONCEALED. AFTER TESTING IS COMPLETE, THE PLUMBING _ CONTRACTOR SHALL DISINFECT THE POTABLE WATER SYSTEM AS REQUIRED Q BY AHJ. TEST WATER PURITY ACCORDING TO AHJ AND SUBMIT CERTIFIED - TEST RESULTS TO AHJ FOR REVIEW AND APPROVAL. SOIL, WASTE AND VENT PIPING 10" SOIL, WASTE AND VENT PIPING 10 AND SMALLER SHALL BE SERVICE WEIGHT, CAST IRON PIPE AND FITTINGS WITH NEOPRENE GASKET AND STAINLESS STEEL SHIELD AND CLAMP. PROVIDE HUB-TYPE S EEL S ELD D CLAM . 0 IDE HUB TYPE ..PIPE AND FITTINGS BELOW GRADE WHERE REQUIRED BY LOCAL CODES OR AHJ. SCHEDULE Q J SC EDULE 40 ABS AND FITTINGS WITH SOLVENT WELD MAY BE SUBSTITUTED FOR SOIL, WASTE AND .. VENT PIPING, ABOVE AND BELOW GROUND IF ALLOWED BY AHJ. HORIZONTAL RUNS SHALL DRAIN AT A GRADE OF 1/4 INCH PER FOOT WHERE POSSIBLE BUT IN NO CASE LESS THAN 1/8" PER FOOT. APPLY TO ` BUILDING DEPARTMENT FOR VARIANCE IF 1/8" IS NEEDED. COORDINATE WITH AHJ FOR DRAINAGE REQUIREMENTS FOR EQUIPMENT DESIGNATED WITH INDIRECT WASTE TO FLOOR DRAINS. PROVIDE PIPED DRAIN TO SANITARY IF REQUIRED BY AHJ. RELOCATE ANY VENTS NECESSARY TO GIVE 10 FOOT CLEARANCE FROM HVAC INTAKE. CC 0Rp�N TEEW� H H AC CONTRACTOR. D�MESTI WATE� PIPYNG 2" 2 AND SMALLER SHALL BE COPPER TUBE WITH WROUGHT COPPER SWEAT FITTINGS " " JOINED WITH LEAD FREE SOLDER. PROVIDE TYPE L COPPER TUBE ABOVE GROUND AND TYPE "K" BELOW GROUND. CONDENSATE DRAINAGE PIPING THE PLUMBING CONTRACTOR SHALL F &I CONDENSATE DRAINS TOR AIR HANDLING UNITS, REFRIGERATION EQUIPMENT, & OTHER APPLICABLE: EQUIPMENT. CONDENSATE DRAINAGE PIPING SHALL BE TYPE "M" COPPER TUBING WITH WROUGHT COPPER SWEAT FITTINGS JOINED WITH 50/50 SOLDER. NATURAL GAS PIPING GAS PIPING SHALL BE SCHEDULE 40, SEAMLESS, BLACK STEEL PIPE. PROVIDE PIPING SUPPORT BLOCKING ON ROOF THAT IS COMPATIBLE WITH ROOFING SYSTEM AND PIPE HANGERS STRAPS PER CODE. , / WATER PIPING PROVIDE THERMAL INSULATION ON ALL HOT & WATER AND HORIZONTAL L WASTE PIPING IN CEILING SPACES, AND ON ALL COLD WATER PIPING IN CASEWORK AND BAR AREAS. USE SELF- SEALING CLOSED CELL FOAM OR JACKETED FIBERGLASS INSULATION WITH MANUFACTURER APPROVED ADHESIVES, SEALERS, AND COATINGS. ALL MATERIALS USED SHALL HAVE A FLAME SPREAD A INDEX NOT MORE THAN DE 0 0 E HAN 25 A SMOKE DEVELOPED INDEX NOT MORE THAN 50 OR 50 FOR FUEL CONTRIBUTED. UNLESS OTHERWISE REQUIRED BY THE AHJ OR ENERGY CODES, .THE MINIMUM INSULATION LEVELS SHALL BE AS FOLLOWS: PIPE SIZE INSULATION THICKNESS. NOTE: "CONTRACTOR" „ CONTRACTOR MEANS PLUMBING CONTRACTOR WHEN REFERENCED ANYWHERE IN THE PLUMBING CONSTRUCTION DOCUMENTS UNLESS WORK AND EQUIPMENT HAS BEEN COORDINATED BETWEEN THE PLUMBING AND GENERAL. "NEEDED" CONTRACTORS TO BE PROVIDED THE GENERAL CONTRACTOR. NEEDED, "PROVIDE", AND "INSTALL" MEANS ALL ITEMS CALLED L TE S C LLED OUT IN THE CONTRACT DOCUMENTS AND ANY ADDITIONAL ITEMS NOT CALLED OUT BUT REQUIRED TO Q MAKE A COMPLETE AND OPERATIONAL SYSTEM. SCOPE THE INTENT OF THE SPECIFICATIONS AND. THE DRAWINGS IS TO PROVIDE A FULLY COMPLETE AND I °LILLY OPERATIONAL PLUMBING SYSTEM. THE PLUMBING : . CONTRACTOR SHALL FURNISH AND INSTALL ALL LABOR, MATERIAL AND , LESS THAN OR 1" EQUAL TO Of = " A OR - " 2" M 0 GREATER 1 1/2 . INSULATION .NSULAlION VALUE = k VALUE NOT EXCEEDING 0. 7 = IN /h =f 2 BTU CH t F SAFETY COVERS INSTALL NO -SCALD SAFETY COVERS WITH INSULATED FOAM LINER AND TAMPER PROOF STRAP AT EXPOSED PIPING UNDER ADA SINKS AS FURNISHED BY STARBUCKS. ICE BIN DRAINS INSULATE ICE BIN COPPER DRAIN LINES WITH 1/2 THICK, SELF- SEALING, SECTIONAL, CLOSED CELL FOAM. RAIN CONDUCTORS INSULATE RAIN WATER CONDUCTORS WHICH PASS THROUGH OCCUPIED AREAS WITH 1/2 " THICK FIBERGLASS. HVAC PIPING INSULATE COOLING COIL PIPING AND CONDENSATE PIPING WITH CODE & MANUFACTURER SIZED, SELF SEALING, CLOSED CELL FOAM. INSULATE HVAC CONDENSOR WATER SUPPLY & RETURN PIPING SYSTEMS AND CONDENSATE PIPING WITH CODE & MANUFACTURER SIZED, HEAVY DUTY, SELF SEALING, JACKETED FIBERGLASS. EQUIPMENT NECESSARY TO COMPLETE THE PLUMBING WORK. STANDARDS EQUIPMENT AND MATERIALS` SHALL CONFORM WITH APPROPRIATE PROVISIONS Q TE 0 SIGNS OF ASME, �STM,, UL, NEMA, NSF, ANSI, ASHRAE, NFPA, IAPMO, OR ICBO, OR 'r OTHERAPPLA91 ., AGENCY AS APPLICABLE TO EACH INDIVIDUAL UNIT OR ... A ASSEMBLY. CODES PERFORM 'ALL, WORK IN ACCORDANCE CE WITH THE CURRENT' PLUMBING CODE, STATE AND, CODES ORDINANCES AND AHJ. ALL WORK SHALL ALSO BE IN COMPLIANCE WITH BUILDING OWNER'S CRITERIA. IN CASE OF CONFLICT BETWEEN, THE DRAWINGS, SPECIFICATIONS, CODES, ORDINANCES, AND AHJ, THE MOST STRINGENT STANDARD (IN THE OPINION OF THE ENGINEER) SHALL APPLY. THE PLUMBING CONTRACTOR SHALL SATISFY CODE, AHJ, DRAWINGS, AND SPECIFICATIONS AS A MINIMUM STANDARD WITHOUT ANY EXTRA COST. PERMITS AND FEES`: THE PLUMBING CONTRACTOR SHALL PROCURE AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS NECESSARY TO COMPLETE THE PLUMBING SCOPE OF WORK. WARRANTY ... THE PLUMBING CONTRACTOR SHALL UNCONDITIONALLY WARRANT ALL WORK TO BE FREE OF DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY STARBUCKS AND WILL REPAIR OR REPLACE ANY DEFECTIVE WORK PROMPTLY AND WITHOUT CHARGE AND RESTORE ANY OTHER EXISTING WORK DAMAGED IN THE COURSE OF REPAIRING DEFECTIVE MATERIALS AND WORKMANSHIP. RECEIVED CITY O F TU K W I LA VALVES GENERAL PLUMBING CONTRACTOR TO PROVIDE VALVES WHERE INDICATED ON PLANS AND AS NECESSARY FOR PROPER SYSTEM OPERATION AND COMPONENT ISOLATION. INSTALL VALVES FOR EACH FIXTURE AND ITEM OF EQUIPMENT. PROVIDE BRAIDED STAINLESS STEEL HOSE (UNLESS OTHERWISE NOTED) BETWEEN EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, , LOCATE SHUT-OFF SHUT OFF VALVES ADJACENT TO EQUIPMENT FOR EASY ACCESS SUCH THAT { VALVES CAN BE REACHED WITHOUT MOVING EQUIPMENT. PROVIDE STOP VALVES FOR ALL EQUIPMENT WHETHER SHOWN ON THE DRAWINGS OR NOT, VALVES T /APP FOR SHALL BE L S ED ROVED FO USE BY AHJ AND CODE REQUIREMENTS. VALVES PROVIDE VALVES FOR WORKING PRESSURE IN WATER PIPING OF 125 PSI OR GREATER. UNLESS NOTED OTHERWISE VALVES SHALL MEET THE FOLLOWING WIN MINIMUM C ,OLEO G U REQUIREMENTS: VALVE TYPE :DESCRIPTION PLUMBING FIXTURES OCT T7 2012 PERMIT CENTER ' THE PLUMBING E LU BING CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS TO EQUIPMENT :. _ F L R E SPRINKLER FIRE SYSTEM INCLUDING REQUIRED MATERIAL SUCH AS P Q L S C S PI ING, VALVES, FILTERS, TRAPS, CHECKS VALVES, VACUUM BREAKERS, AND FLEXIBLE AND RIGID TUBING. . REFER TO SCHEDULES ON DRAWINGS (PLUMBING & ARCH. SCHEDULES) FOR A DESCRIPTION OF LISTED ITEMS AND FURNISH ANY AND ALL PLUMBING FIXTURES LISTED AS GC UNDER THE RESPONSIBILITY COLUMN. ANY DISCREPANCIES ABOUT "RESPONSIBILITY" WHO IS T 0 S 0 PROVIDE PLUMBING FIXTURES IN TFE SCHEDULE SHALL BE BROUGHT THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE LANDLORD L DLORD TO HAVE AN APPROVED SPRINKLER VED K LER CONTRACT OR DESIGN, MODIFY AND PERMIT . EMIT MODIFICATIONS TO THE EXISTING SPRINKLER SYSTEM PER CODE & AHJ AS NEEDED. COORDINATE W/STARBUCKS BUCKS CM. (ALL NOT SHOWN). - CHECK VALVE. (UP TO 2 }. BRONZE,HORIZ.SWING,Y PATERN,RENEWABLE SEAT DISC BALL VALVE (UP TO 3 BRASS,FULL PORT,QUARTER TURN GATE VALVE UP TO 3 • BRONZE,NON- RISING S1EM,SOLIO WEDGE TEMPERATURE AND PR SSURE RELIEF VALVE: RATED FOR POTABLE W WATER HEATING STORAGE VESSEL WITH SAFETY CERTIFICATION PER AHJ WATER HAMMER ARRESTOR: PRE-CHARGED, SEALED CHAMBER � BACKFLOW PREVENTER (WHOLE-HOUSE): DOUBLE CHECK VALVE ASSEMBLY WITH UNION BALL VALVES AND SAFETY CERTIFICATION PER AHJ E , _ BACKFLOW PREVENTER SINGLE DEVICE . DOUBLE CHECK VALVE ASSEMBLY WITH SAFETY CERT1FICATION PER AHJ VACUUM RELIEF BRASS BODY STAINLESS ELIE VALVE: BR SS BOD AND S INLESS STEEL INTERNALS .. - .:<. PRESSURE REDUCING VALVE: BRONZE 25 TO 75 PSI REDUCED PRESSURE RANGE . AND UPSTREAM /DOWNSTREAM PRESSURE GAUGES :w /D GES _ TRAP SEAL PRIMER: BRONZE PRESSURE BASED AUTOMATIC PRIMING SUPPLY WATER SERVICE IF WATER PRESSURE SUPPLIED TO STORE GREATER RE E SU LED 0 S 0 E IS GREA ER THAN 65 PSI THEN PROVIDE A PRESSURE REGULATOR IN MAIN SUPPLY. TO REDUCE WATER PRESSURE. PROVIDE BACKFLOW PREVENTION ON WATER SERVICE IF REQUIRED BY Q B LOCAL CODE. TH THERMOSTATIC MIXING E OS C MI I G VALVE PROVIDE A SINGLE THERMOSTATIC MIXING VALVE (TMV) LOCATED AT HOT WAT WATER a TANK AND SET FOR 110 (OR AS REQUIRED BY AHJ) TO SERVE HAND SINKS. - MIXING VALVE TO BE INSTALLED PER MANUFACTURER'S REQUIREMENTS WITH CHECK VALVES AT SUPPLY INLETS. FOR REMODELS, PROVIDE MIXING VALVE UNDER HAND SINK(S) IF THERE IS NOT EXISTING TMV AID PIPING. TO THE ATTENTION OF THE GC PRIOR TO BID. THE GC SHALL COORDINATE WITH STARBUCKS FOR CLARIFICATION. N. IN ST A LL ALL LISTED ED R EG AR DLESS OF WHO SUPPLIES. PLUMBING SHEET INDEX CORRECTION P -oo1 P CO PLUMBING SPECIFICATIONS P -11 1 PLUMBING SUPPLY PLAN & TR# L F�%. Permit No. COPY 2 — S 1 SEPARATE E PER M!7 QUI REQUIRED FOR: RED �'OR. , . Meehan 0 teat l� Bechtel : � Gas Piping City of Tukwila BUILDING DIVISION - . - approval is subject to egg P 1 omissta�s. ...: .,. per„ F/ .. • Q construction docu .s� i 4.: , ti,� , .,, .�,. S�I{)ii of any adopted: code or ec�,ot { .,. it . � .. aj L.� , ovea Field Co and p Copy condition aci nowIea mod. �� "'��� V „ P -112 PLUMBING WASTE: & VENT PLAN P -501 PLUMBING DETAILS DE LS _ _. .. , , IAEA .,.. r I R�� ' ��-� -- Date: to 5,11 :: I Of Tukwila k1 r LIB.. � � DIVISION , . REVISIONS : �.� 0 -'; OCT Gi � • U � LA �.., _,.v,, i s ... No eft changes 1 a es shat be made to the 9 of wo k w without prior approval o . P . Tukwila BWldieg Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees: Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENSCH ENGINEERING 111 AIR. C SUIT1104, SNOHOWNI, SENO Pill 310.4177 FXi 3eO.803.3 rensch. engi neeringecomcast.net Rev Date 1 10/17/12 Revision Schedule Description Grease Trap Revision By CZ Project Address: C ) g), 2 c c.- 0 O _ + CO • c Cfl O p O U) In I— Store #:. Proj ect #: 03364 12197 -021 Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 08 -28 -12 Tori Thames Bill Bennecker Martin Traicoff Chris Rensch Sheet Title: Scale: Plumbing Specifications Sheet Number: P -001 Plumbing Fixture Schedule ENOINEERINN Design ID I Count Description 1 Responsibility Comments Cold Water Service 10153 1 1 Faucet - Water Tower - 12in SB 1 Food Service Equipment 10874 1 1 [Faucet - Hot Water Dispenser Gooseneck (" SB I Other Plumbing Fixtures 10152 1 Faucet - Double Laboratory with Bent Riser Spout I SB 10215 2 Faucet - Double Laboratory with Swing Spout SB 10597 1 faucet- Single Handle SB 10943 1 Faucet - Single Laboratory with Swing Spout SB — — 11003 1 Faucet - Dipperwell SB Metered Sinks 10505 1 Sink - Rinse Drop In - 27x20in SB 10549 1 Sink - Work Drop In SST - 12x2Oin SB 12807 1 [Sink - Utensil Rinse with Grate SST - LH - 14x2Oin 355x510mm SB REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2012 City of Tukwila BUILDING DIVISION GENERAL SUPPLY NOTES O SEE P -001 GENERAL PLUMBING NOTES FOR FURTHER REQUIREMENTS. COLD WATER SUPPLY LINES INSIDE CASEWORK & BAR AREA TO BE COVERED WITH 1/2" THICK SELF SEALING, SECTIONAL CLOSED -CELL FOAM INSULATION. REFER ` TO SPECIFICATIONS FOR HOT WATER SUPPLY UNE INSULATION REQUIREMENTS. O NOTE NOT USED. OD STOP VALVES SHALL BE F &I AT ALL PLUMBING FIXTURES EVEN IF NOT SHOWN IN PLAN. O RUN ALL PIPING CONCEALED. (".) VERIFY BACKFLOW PREVENTER REQUIREMENTS OF EQUIPMENT WITH INSPECTOR BEFORE BID. BACKFLOW PREVENTERS SHALL BE FURNISHED, INSTALLED, & INSPECTED PER CODE & AHJ (NOT NECESSARILY SHOWN). OG SEE ARCH. SHEETS FOR PAINTING AND COLORS FOR ALL EXPOSED PIPES. PAINTING OF PIPES SHALL INCLUDE ALL NEW AND EXISTING PIPES. SUPPLY KEY NOTES O CONNECT TO EXISTING CW (CONFIRM POC). 0 CONNECT TO EXISTING HW (CONFIRM POC). @:: CONNECT TO EXISTING CWF (CONFIRM POC). O CONNECT TO EXISTING TW (CONFIRM POC). I 75 NOTE NOT USED. NOTE NOT USED. HANDSIMK: 1/2" 1W & CW SUPPLY. COFFEE BREWER V2" CWF SUPPLY. INSTALL SHUT -OFF IN REDUCE TO '3/8 AT UNIT. 10 ESPRESSO MACHINE 1/2" CWF SUPPLY CONNECT BRAIDED FROM SHUT-OFF TO PUMP & THEN TO ESPRESSO MACHINE CABINET 024" AFF STAINLESS STEEL HOSE WATER INLET. 10549 10505 10152 (RELOCATED HAND SINK 1D943 10215 DIPPERWELL FAUCET: 1 /2 CW SUPPLY. HOT TAP: 3/8" CWF SUPPLY REDUCE TO 1/4 " AT UNIT. WATER TOWER FAUCET: 3/8" CWF SUPPLY. NOTE NOT USED. 15 BACKFLOW PREVENTER: F&I IN EACH SUPPLY UNE. WATTS MODEL SD -3, DUAL CHECK, 3/8" SIZE, ASSE 1032 APPROVED, W /ATMOSPHERIC VENT PIPED TO NEAREST FLOOR SINK. F&I PER CODE. NOTE NOT USED 1I ,IA { _I II • it VIII,' rz� 3 /4 "CW, 3/4 "CWF, 1 /2 "HW 'NOTE NOT USED. 19 WORK SINK FAUCET: 1/2" HW & CW SUPPLY. 2Q PITCHER RINSFR FAUCET (2 HANDLE): 1/2" HW & CW SUPPLY. F &I BACKFLOW PREVENTERS..!I 21 PITCHER RINSER FAUCET (1 HANDLE): 1 /2 "CW SUPPLY. Fdd BACKFLOW PREVENTER. 22 ROUTE PIPES) CONCEALED BELOW COUNTER & TIGHT TO BAR WALL (COORD. W /GC) EXISTING PLUMBING FIXTURES TO REMAIN (TYPICAL U.N.0.) 10153 10215 10874 RECEIVED CITY OF TUKWILA OCT 1 7 2012 PERMIT CENTER Starbucks Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCH ENOINEERINN 411 AVL C surm 104, INONONINN, N2Io PHI 35041 • S77 FX136041.3 3515 rensch. englneerinacomcast.net Rev Date 10/17/1 Revision Schedule Description 2 Grease Trap Revision By Project Address: , w co W .cy, w < c -� 0 0 0 CnLO1 -O Store #: Project # Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 03364 1 21 97-021 08 -28 -12 Tori Thames Bill Bennecker Martin Traicoff Chris Rensch. Sheet Title:. Scale: Plumbing Supply Plan & Schedule Sheet Number: P -111 GENERAL WASTE/VENT NOTES (E)VTR (E)2-1/2 "V CONNECT TO EXIST. VENT (TYP.) OREQUIREMENTS. SEE P -001 GENERAL PLUMBING NOTES FOR FURTHER 0 ALL IS NEW UI&ESS OTHERWISE NOTED, OWHEN BUNDLING SEVERAL INDIRECT WASTE LINES TO DRAIN INTO A FLOOR SINK, A UNISTRUT IS REQUIRED FOR SECURING AND BRACING ALL LINES ABOVE THE DRAIN. O F &I ALL NEEDED INDIRECT DRAINS PER CODE (NOT ALL SHOWN). INSTALL DRAINS AT 2X SLOPE WHERE POSSIBLE WITHOUT DIPS OR SAGS. ALL INDIRECT DRAINS SHALL RUN SEPARATELY FROM EACH OTHER TO INDIRECT DRAIN RECEPTOR AND SHALL TERMINATE W /AN AIR GAP PER CODE. O NOTE NOT USED. OF ALL P -TRAPS (WITH INTEGRAL !NON) & TAIL PIECE TO BE TYPE ABS UP TO AND INCLUDING THREADED COUPLING TO BASKET STRAINERS. O F &I WALL CLEANOUTS AT ALL SINKS AND AS NEEDED AND PER CODE (NOT ALL SHOWN). H F &I ANY NEEDED INDIRECT PIPING FROM BACKFLOW DEVICES TO FLOOR SINKS (TYP)(NOT SHOWN). CEILING FINISHED FLOOR O CONNECT TO EXISTING WASTE ABOVE FLOOR (CONFIRM EXACT POC). 0 CONNECT TO EXISTING VENT (CONFIRM EXACT POC). • ROUTE INDIRECT DRAIN BEHIND UNDER COUNTER REFRIGERATOR TIGHT TO WALL. F &I BUMPER GUARD. COMPARTMENT SIW: PROVIDE TRAPPED 2" WASTE /2" VENT FROM COMPARTMENTS & ROUTE DRAIN TO GREASE E' EP OR 5 NOTE NOT USED. 8 NOTE NOT USED. 09 ICE BIN: PROVIDE 1 -1/2" INDIRECT INSULATED DRAINLINE TO FLOOR SINK. 10 ESP SINK PROVIDE 1 -1/2" INDIRECT DRAIN TO FLOOR SINK. 11 NOTE NOT USED HAND SINK PROVIDE 2" WASTE /1- 1/2 "V. NOTE NOT USED 14 WORKSINK: PROVIDE 2" WASTE /1- 1/2 "V. NOTE NOT USED 2 "GW 2 "W HGI GREASE INTERCEPTOR (E)2 "W (E)2 "W '- (E)2 "W NOTE NOT USED. 19 CBS DRAINBOARD: PROVIDE 1" INDIRECT DRAIN TO FLOOR SINK. 20 PITCHER RINSER SINK: PROVIDE 1-1/2 INDIRECT DRAIN. REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 4 2012 City of Tukwila BUILDING DIVISION NOTE NOT USED. NOTE NOT USED. Starbucks, Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENISCH ENOINEERINIF 111 AIR B $Urr t 704, $NOlIaMIIH, lvllS PHI 360.80341177 FX13eah81i8.3S5 rensch.englneerin g©comcast.net 24 ESPRESSO MACHINE: PROVIDE FEMALE PIPE THREAD FROM ESPRESSO MACHINE DRAIN TRAY TO INDIRECT HUB DRAIN. 2" INDIRECT LINE FROM HUB DRAIN TO FLOOR SINK. Rev 1 Revision Schedule Description 12 Grease Trap Revision Date 10/17/ By INSTALL GREASE INTERCEPTOR ON FLOOR PER CODE (CONFIRM CLEARANCES PRIOR TO ORDERING & CQORDINATE W /STARBUCKS CM). 2 "GW CONNECT EXIST. COMPARTMENT SINK TO GREASE WASTE CONNECT TO EXIST. 2 "W (CONFIRM) EXISTING FLOOR SINK ELEVATE EXISTING MOP SINK ABOVE FLOOR FOR CONNECTION TO GREASE INTERCEPTOR. REPLACE WITH NEW IF NEEDED. (CONFIRM) EXISTING FLOOR SINK FOR ICE MACHINE & SANITIZER TO REMAIN. CO.. 10549 i EXISTING PLUMBING FIXTURES TO REMAIN (U.N.O.) HGI GREASE NTERCEPTOR, SCHIER PRODUCTS PATG -2025, 25 GPM, 10 DFU CAPACITY, W /INTEGRAL FLOW CONTROL, W /OPTIONAL 2 "W CONNECTIONS. 3X2 INDIRECT DRAIN HUB (SIZING BASED ON THE 2009 UPC) FIXTURE QTY 11F1 DEU MOP SINK - 1 X 3 • 3 2 COMPARTMENT SINK - 1 X 4- 4 MINIMUM CAPACITY REQURED MINIMUM REQUIRED SIZE: 8 DFU CAPACITY /20 GPM PLUMBING WASTE / VENT PLAN crS co 2 m1 - W ( a) . d) f.r 2 O � � V Q � a) O 1 c .-F. .. k 8 g . c -18 Z 45 Q , 8 0 8 50-- = TS 5 O p = O t: (i) : cOLoF — O Store #: Project #: Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 08 -28 -12 Tori Thames Bill Bennecker Martin Traicoff Chris Rensch Sheet Title: Scale , Plumbing Waste 1 Vent Plan Sheet Number: P -112 BRAIDED STAINLESS STEEL HOSE. 9/16 -24 UNEF COMPRESSION CONNECTION 150 PSIG MIN. RATING. (TYP. 2) COUNTERTOP WATER PUMP. INSTALL TO ALLOW ACCESS TO INTEGRAL PUMP FILTER. SEE PUMP ATTACHMENT DETAIL IN ARCH PLANS (TYP. 2) BRAIDED STAINLESS STEEL HOSE. 9/16 -24 UNEF COMPRESSION CONNECTION 150PSIG MIN. RATING. (TYP. 2) 1/2" NPT TO HOSE COMPRESSION CONNECTION (TYP. 2) 1/2" BALL VALVE. (TYP. 2)- 5/8" WIRE REINFORCED DRAIN HOSE TO INDIRECT PIPE RISER (TYP. 2) 2" ABS DWV INDIRECT WASTE PIPE TO FLOOR SINK SLOPE HORIZONTAL AT 1/4" PER FOOT. HOLD PIPING TIGHT TO BACK WALL (TYP.) FLOOR BACK FLOW PREVENTION DEVICE WHERE REQUIRED. VERIFY TYPE AND LOCATION WITH LOCAL JURISDICTION. 3/4 "CWT 1 /2 "HW SEE ESP SINK DETAIL. 1 /2 "CW R-1 BALL VALVE ID STUB UP (TYP.) ESPRESSO MACHINE PIPING CONNECTION DETAIL NTS VENT IF REQUIRED BY CODE /AHJ TO OUTSIDE(DO NOT CONNECT TO ANY SEWER VENT) = IF ONLY ONE ESPRESSO IS SHOWN IN PLAN VIEW AT THE FRONT LINE, F &I PIPE TO FUTURE LOCATION & BALL VALVE. DETAIL NOTES 1. 2 3. 4. 5. THIS DETAIL IS SCHEMATIC ONLY. SEE THE PLAN DRAWINGS. ALL WATER HOSES SHALL BE THE MINIMUM LENGTH NEEDED AND SUPPORTED AS NEEDED TO AVOID STRESSING CONNECTIONS AND COILING EXCESSIVE HOSE. ROUTE TO AVOID KINKING AND ALLOW SPACE FOR UNDER COUNTER REFRIGERATOR AND ACCESS TO EQUIPMENT AND VALVES. ALL PIPING SHALL BE HELD TIGHT TO WALLS, SLOPED WHERE NEEDED AND ROUTED TO ALLOW ACCESS TO EQUIPMENT AND VALVES. ROUTE HORIZONTAL PIPING A MINIMUM OF 6" ABOVE FLOOR. COORDINATE LOCATION AND ELEVATION OF ALL EQUIPMENT WITH O1HER TRADES. ORIENT PUMP AS NEEDED TO ALLOW MAINTENANCE. "FILTERED" - FW A- SYSTEM CWF B- SYSTEM - CWN C- SYSTEM - RO REFER TO SUPPLY PIPING DIAGRAM SEE ESPRESSO MACHINE PIPING CONNECTION DETAIL' (WHERE APPLICABLE) WATER TOWE HOT TAP FAUCET ESP SINK RIGHT HAND SHOWN (LEFT HAND SIM.) BACKFLOW PREVENTER (TYP.) SINK /ICE BIN ABS THREADED COUPLING TO BASKET STRAINER CLEANOUTS AT ALL CHANGES--- IN DIRECTION (OR AS ALLOWED BY AHJ) ABS DWV FITTINGS (TYP. JIM% 1 DISCHARGE INTO OPEN AREA : I OF FLOOR SING W /2" AIR GAP FLOOR PIPE HANGER SUPPORT (OR PIPE CLAMP SUPPORT AS NEEDED. ABS INDIRECT DRAIN PIPE (SEE PLAN FOR SIZES). F &I ADDITIONAL OFFSETS AS MAY BE NEEDED. PIPE CLAMP SUPPORT AT DRAIN TERMINATION (& BLOCKING-NOT SHOWN) F-F • FLOOR SINK NOTES: 1. F &I ALL WORK PER CODE AND AHJ REQUIREMENTS EVEN IF NOT SPECIFICALLY SHOWN. 2. ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPING SHALL BE MOUNTED OFF THE FLOOR FOR CLEANING PURPOSES. ALL INDIRECT DRAIN DISCHARGES SHALL OCCUR OVER CLEAR AREA OF FLOOR SINK AND NOT OVER GRATE. SLOPE ALL PIPES PER CODE AND F &I TRAPPED INDIRECT DRAIN AND VENT IF REQUIRED BY CODE AND /OR AHJ. (NOT SHOWN) SHUT OFF VALV (TYP.) ESP SINK PIPING DETAIL SINK INDIRECT DRAIN DETAIL NTS PROVIDE CLEANOUTS IN TURNS /ENDS OF PIPE. \ CONNECT TO EQUIPMENT SLOPE PIPE PER CODE. SEE PLAN(S) FOR SIZE. NOTES: 1. F &I ALL WORK PER CODE AND AHJ REQUIREMENTS ` FLOOR SINK(OR FUNNEL EVEN IF NOT SPECIFICALLY SHOWN. DRAIN) ALL PIPES SHALL BE RIGIDLY SUPPORTED AND ALL SUPPORTS & PIPES SHALL BE MOUNTED OFF THE FLOOR FOR CLEANING PURPOSES. ALL FLEXIBLE INDIRECT DRAIN LINES FOR APPLIANCES SHALL BE INSTALLED PER CODE /AHJ AND MANUF. REQUIREMENTS. SUPPORT LINES SO THERE ARE NO SAGS OR DIPS IN LINE. INDIRECT DRAINS -TRAP IF REQUIRED PER CODE OR AHJ. CONDENSATE DRAINS -TRAP REQUIRED INSTALL PER MANUF. /CODE REQUIREMENTS. PIPE MATERIAL SHALL BE PER THESE PLANS AND /OR PER CODE. USE DWV FITTINGS IF REQUIRED BY CODE /AHJ. f--DISCHARGE INTO OPEN AREA OF FLOOR SINK W /2" AIR GAP (OR AS ALLOWED BY CODE) TYPICAL CONDENSATE /EQUIPMENT INDIRECT DRAIN DETAIL NTS NOTE: SCHEMATIC -. ADAPT AS NEEDED FOR EXACT SITUATION. Starbucks. Coffee Company 2401 Utah Avenue South Seattle, Washington 98134 (206) 318 -1575 These Drawings and Specifications are confidential and shall remain the sole property of Starbucks Corporation. They shall not be reproduced (in whole or in part), shared with third parties or used in any manner on other projects or extensions to this project without the prior written consent of Starbucks Corporation. These drawings and specifications are intended to express Design Intent for a prototypical Starbucks store (which is subject to change at anytime) and do not reflect actual site conditions. Neither party shall have any obligation nor liability to the other (except as stated above) until a written agreement is fully executed by both parties. RENBCH ENCIINEER1N! C $Urr1I 40/, SNOHOMI$H, SUIO I 130- 1163I77 FX13 rensch.engl neeringNcomcast.net Revision Schedule Rev Date By Description 1 10/17/12 Grease Trap Revision Store #: Project #: 03364 12197 -021 Issue Date: Sbux Design Manager: Designed by: Drawn by: Checked by: 08 -28 -12 Tori Thames Bill Bennecker Martin Traicoff Chris Rensch Plumbing Details Sheet Number: P -501