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Home My WebLink AboutPermit PG16-0132 - 85C BAKERY - GREASE TRAP AND RPPAThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG 16-0132 85C BAKERY 1341 SOUTHCENTER MALL RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, � � � I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 32 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) (7a & c) apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); RCW which protects attorney-client privileged RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG 16-0132 85C BAKERY 1341 SOUTHCENTER MALL RECORDSDIGITAL D-) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # Coda Exemption, � � � I3ri6f Explanatory 6escrlofion, Sfatutte/Ruilo The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 32 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. Personal Information — Redactions contain information used to prove RCW DR3 Driver's License. — RCW identity, age, residential address, social security 42.56.230 (7a 42.56.230 number or other personal information required to & c) (7a & c) apply for a driver's license or identicard. Redacted content contains a communication between client and attorney for the purpose of obtaining or providing legal advice exempt from RCW Attorney -Client Privilege — disclosure pursuant to RCW 5.60.060(2)(a), 5.60.060(2)(a); DR4 RCW 5.60.060(2)(a); RCW which protects attorney-client privileged RCW 42.56.070(1) communications, and RCW 42.56.070(1), which 42.56.070(1) protects, under the PRA, information exempt or prohibited from disclosure under another statute. 85C BAKERY 1341 SOUTHCENTER MALL PG 16-0 132 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 " Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov PLUMBING/GAS PIPING PERMIT Parcel No: 9202470090 Permit Number: PG16-0132 Address:] 0 SOUTHCENTER MALL Issue Date: 10/28/2016 Name: `/ qj Permit Expires On: 4/26/2017 Project Name: 85C BAKERY Owner: SEATTLE, WA, 98134 Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940, CARLSBAD, WA, DESCRIPTION OF WORK: Phone: (206) 763-0334 Phone: (253) 826-4621 Expiration Date: 9/20/2018 INSTALL FIXTURES LISTED ON THE SECOND PAGE OF THIS APPLICATION. WE INCLUDE HOT & COLD WATER PIPING, WASTE, VENT AND GREASE PIPING. WE ALSO INCLUDE GAS PIPING. INCLUDES INSTALLATION OF A 35 G.P.M. ZURN Model GT2701 LOW PROFILE GREASE TRAP AND TWO (2) REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPPAs) WATTS Series 009QT FOR ICE MAKER ANS ESPRESSO MACHINE. Valuation of Work: $40,000.00 Fees Collected: $894.80 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 92013 Contact Person: 2014 Name: JAKE JOHNSON Address: 3317 THIRD AVE S - SUITE 100, International Mechanical Code Edition: SEATTLE, WA, 98134 Contractor: 2014 Name: PLUMBING EXPRESS INC Address: PO BOX 2226, SUMNER, WA, 98390 License No: PLUMBE198600 Lender: Name: Address: DESCRIPTION OF WORK: Phone: (206) 763-0334 Phone: (253) 826-4621 Expiration Date: 9/20/2018 INSTALL FIXTURES LISTED ON THE SECOND PAGE OF THIS APPLICATION. WE INCLUDE HOT & COLD WATER PIPING, WASTE, VENT AND GREASE PIPING. WE ALSO INCLUDE GAS PIPING. INCLUDES INSTALLATION OF A 35 G.P.M. ZURN Model GT2701 LOW PROFILE GREASE TRAP AND TWO (2) REDUCED PRESSURE PRINCIPLE ASSEMBLIES (RPPAs) WATTS Series 009QT FOR ICE MAKER ANS ESPRESSO MACHINE. Valuation of Work: $40,000.00 Fees Collected: $894.80 Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2014 International Residential Code Edition: 2015 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2015 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2015 WA State Energy Code: 2015 International Fuel Gas Code: 2015 Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permi gree to the conditions attached to this permit. p� / Signature: / Date: O l `` Print Name: fAd+✓/d This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 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. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: The grease trap shall be installed per manufacturer's specifications. Client shall contract with a grease waste contractor to have all waste from the grease trap removed on monthly basis. Other Westfield Mall tenants have contracted with BAKER COMMODITIES Inc., phone (206) 243-7387. The bakery shall maintain a grease trap maintenance log which the grease waste contractor will complete upon each monthly grease removal service. Log form is attached. 16: RPPA installations require a separate inspection from Public Works Department; call 206 433-0179 to schedule Public Works backflows inspection. RPPAs shall be installed per manufacturer's specifications and tested by a certified tester. Thereafter backflows shall be tested annually at owner's expense and test results forwarded to Tukwila Water Dept., 600 Minkler Blvd, Tukwila WA 98188, phone (206) 433-1860, fax (206) 575-3404. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 2000 GAS PIPING FINAL 8004 GROUNDWORK 1900 PLUMBING FINAL 9002 ROUGH -IN GAS PIPING 8005 ROUGH -IN PLUMBING 9001 UNDERGROUND CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov SITE LOCATION Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: 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: 13�,$' outhcenter Mall, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: 85 Degree Bakery New Tenant: xx .....Yes ❑ ..No PROPERTY OWNER Name: Win in 85 Investments LLC Address: 1415 Moonstone City: Brea State: WA Zip. 92821 CONTACT PERSON — person receiving all project communication Name: ake ohnson Address: 3317 3rd Ave S. Ste] 00 City: Seattle State: WA Zip: 98134 Phone: Fax: 206-763-0334 Email: jake@sismech.com PLUMBING CONTRACTOR INFORMATION Company Name: SJS MECHANIAL SERVICES Address: 3317 3RD AVE SOUTH, #100 City' SEATTLE State: WA Zip: 98134 Phone: (206) 763-0334 Fa" : (206) 763-0442 ContrReg No.: SJSMEMS951 KL Exp Date: 05/17/2017 Tukwila Business License No.: BUS -0996593 Valuation of Project (contractor's bid price): $ 40,000 Scope of Work (please provide detailed information): 1--v>e L. i ( f;4 IO,' 1,<a -J C-Avl 4P � J Building Use (per Int'1 Building Code): Occupancy (per Int'1 Building Code): Utility Purveyor: Water: V cit +t, s af '��t vl. Ive '1�c�`1C fie„►' �/re�P w Sewer: r1,✓� a 1!9,81 %ie H:\Applications\Forms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 1 of 2 bh Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination bath/shower 3 Dishwasher, domestic with independent drain 2 Shower, single head trap Sinks 19 Rain water system — per drain (inside building) Grease interceptor for 1 commercial kitchen (>750 gallon capacity) 2 Each additional medical gas inletstoutlets greater than 5 Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections 1-5 Fixture Type Qty Bidet Drinking fountain or water 3 cooler (per head) Lavatory 2 Urinal Water heater and/or vent 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric- 2 type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES - Fixture Type Qty Clothes washer, domestic 3 Food -waste grinder, commercial Wash fountain Water closet 2 Industrial waste treatment interceptor, including trap and vent, except for kitchen type ease interce tors 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 8 Fixture Type Qty Dental unit, cuspidor Floor drain 3 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 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 TME LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWXYR 09Ae0THOR1ZED AGENT: Date: 9/12/16 Print Name: Matt lohn�on Day Telephone: 206-763-0334 Mailing Address: 3317 3rd Ave S. Ste 100 Seattle WA 98134 City State Zip H:\Applications\Foms-Applications On Line\2011 Applications\Plumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 Page 2 of 2 bh DESCRIPTIONS PermitTRAK • QUANTITY PAID $722.72 PG16-0132 Address: 1350 SOUTHCENTER MALL Apn: 9202470090 $722.72 GAS $139.50 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $107.00 PLUMBING $548.80 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $516.30 TECHNOLOGY FEE $34.42 TECHNOLOGY FEE TOTAL' R000.322.900.04.00 0.00 $34.42 Date Paid: Friday, October 28, 2016 Paid By: BSQUARE CONSTRUCTION Pay Method: CREDIT CARD 022618 Printed: Friday, October 28, 2016 3:26 PM 1 of 1 r„ tsrsrerns DESCRIPTIONS PermitTRAK $172.08 PG16-0132 Address: 1350 SOUTHCENTER MALL Apn: 9202470090 $172.08 GAS $34.88 PLAN CHECK FEE R000.322.103.00.00 0.00 $34.88 PLUMBING $137.20 PLAN CHECK FEE TOTAL FEES ., .. R000.322.103.00.00 0.00 $137.20 $172.08 Date Paid: Monday, September 12, 2016 Paid By: SJS MECHANICAL SERVICES LLC Pay Method: CHECK 16750 Printed: Monday, September 12, 2016 3:13 PM 1 of 1 .. SYSTEMS INSPECTION RECORD S Retain a copy with permit % 617- INSPECT -ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: J C . l� PI Te of Inspection: _ AJ- i L Address: r Date Called: Special Instructions: Date Wanted a.m 2 Z3Ll 7 p.m. Requester: Phone No: 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 INSP TION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 XApproved per applicable codes. 11 Corrections required prior to approval. Inspector: Dater ` V7 U REINSPECTION FEE REQUIRED. Prior to next inspection. tee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD&- of Retain a copy with permit INS CTION NO. PERMIT NO. CITY OE TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proj -c Te of Inspection: kg 3.A t L (1Vk19iAI 1 LA L Address: Date Called: )35-0 Srau. Special Instructions: Date Wante I? Requeste : ""1QHA/ eAcL Phone No: :ZS -3 - °' - l 7kj MApproved per applicable codes. R Corrections required prior to approval. S Inspector: ADA .1 Dater 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 IrKJ6 Cif 3 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Sc. PSAW04 T e of Inspection: )AJ 6AS PiP1,46 Address: )3S?3 Sar =1e Date Called: Special Instructions: m.f 2 p. Date Wanted:L-711� Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: Date:, 2 771o� 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 ' 32-7 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Tvneof Inspection: E11E112--R-bW - AJ 6AS P PIAC Address: Date Called: 13sv Special Instructions: Date Wanted Request GIJAI Phone No: Zs3 " Approved per applicable codes. M—Corrections required prior to approval. COMMENTS: Inspector: A14 I Date: I Z 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 �0 o ) 3 '2- 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 Projec - T e of Inspection: �C' Quynt3j&- Address: Date Called: 13& yu Special Instructions: Date Wanted, a.m. )1 p.m. Request Phone No: �s;t 3 -179!;:" Approved per applicable codes. LJ Corrections required prior to approval. LJ paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit"IlR INS ION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 MApproved per applicable codes. ll Corrections required prior to approval. COMMENTS: Inspector: Date: hh4 F] REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. { 'o ,C S*S Mechanical 3317 3'd Avenue South, Ste 100 Seattle, WA 98134 Office: 206-763-0334 - Fax: 206-763-0442 85 Degree Bakery (16-472) 1341 Southcenter Mall Tukwila, WA 98188 Waste, Vent, & Grease Isometric Drawing 9.12.16 FILE! o. I l F I I Ef t 1'b- 2' \ F F3 < \ (�1% { (mss F .4va i ZE 2l RECEIVED SEP 13 2016 TUKWILA PUBLIC WORKS �5 mol Z` l f VM I \ I-171"EkWED FOR CODE CWPLIAi�Cjr- i � t4 / r rr` �I OCT 2 5 2016 I i { City Of Tukwila 2ti BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 12 2016 PERMIT CENTER '01SEVJIP�- "poc 1'b- 2' \ F F3 < (�1% { (mss F .4va i ZE RECEIVED SEP 13 2016 TUKWILA PUBLIC WORKS �5 mol Z` l f VM I \ I-171"EkWED FOR CODE CWPLIAi�Cjr- i � t4 / r rr` �I OCT 2 5 2016 I i { City Of Tukwila 2ti BUILDING DIVISION RECEIVED CITY OF TUKWILA SEP 12 2016 PERMIT CENTER '01SEVJIP�- "poc � �S�S ? �js Mechanical 3317 V Avenue South, Ste 100 Seattle, WA 98134 Office: 206-763-0334 - Fax: 206-763-0442 85 Degree Bakery (16-472) 1341 Southcenter Mall Tukwila, WA 98188 '4P "WTI REVIEVI ED FOR CODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila BUILDING DIVIS1Q1r CITY OF TUKWILA SEP 12 2016 PERMIT CENTER Gas Isometric DrawingI 9.12.16�� Job Name Job Location Engineer Approval Series 0 Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross connections in piping systems or for con- tainment at the service line entrance. This series features two in-line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy mainte- nance and assembly access. Sizes 1/4" - 1" (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4° - 2" (8 - 50mm) • Large body passages provides low pressure drop • Compact, space saving design • No special tools required for servicing Contractor Approval Contractor's P.O. No. Representative — Test Cock No. 3 Ball Type Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone ES -009 I EVIEINED FOR CODE COMPLIANCE 2" 009M2Qt HC COckl of Tukwila 04G Ds -6bSION 9 --- heck Module Assembly Water Outlet Specifications Relief Valve Assembly A Reduced Pressure Zone Assembly shall be installed at each potential health hazard location to prevent backflow due to backsiphonage and/or backpressure. The assembly shall con- Now Available of an internal pressure differential relief valve located in a WattsBox Insulated Enclosures. zone between two positive seating check modules with cap- For more information, send for literature ES -WB. tured springs and silicone seat discs. Seats and seat discs shall be replaceable in both check modules and the relief valve. R n There shall be no threads or screws in the waterway expos &CEIVEDTANT INQUIRE WITH GOVERNING AUTHORITIES line fluids. Service of all internal components shall be throuc#0 F TU KWILAOR LOCAL INSTALLATION REQUIREMENTS single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, OCT 12 2016 four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th �A® Editiont; ASSE Std. 1013; AWWA Std. C511; CSA 864.4. SPERMIT C be a Watts Regulator Co. Series 009. cERnFlEo REGULATOR tDoes not indicate approval status. Refer to Page 2 for approved USA: 815 Chestnut St., No.Andover, MA 01845-6098; www.wattsreg.com sizes & models. Canada: 5435 North Service Rd., Buriington, ONT L7L 51-17; www.wattscarmda ca Watts product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, p►bia nfki Technical Service. Watts reserves the right to change or modify product design, construction, specifications, or materials without CQR{nbria a out incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. LTR#I — PG U& () 13:z Available Models: 1/4" - 2" (8 - 50mm) Suffix"' ,QT - quarter -turn ball valves S_ bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4" - 2" (20 - 50mm) only PC - internal Polymer Coating LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 21/2" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3/4" - 1 " (20 - 25mm) only U - union connections (see ES -0009) Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non -rising stem resilient seated gate valves OSY - UVFM outside stem and yoke resilient seated gate valves S -FDA - FDA epoxy coated strainer QT -FDA - FDA epoxy coated quarter -turn ball valve shutoffs LF - without shutoff valves S_ cast iron strainer Note: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary (see ES -AG). Materials: 1/4" - 2" (8 - 50mm) Bronze body construction, silicone rubber disc material in the first and second check plus the relief valve. Replaceable poly- mer check seats for first and second checks. Removable stain- less steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For optional bronze union inlet and outlet connections, specify prefix U (1/2" - 2"(15 - 50mm)). Series 0090T furnished with quarter turn, full port, resilient seated, bronze ball valve shutoffs. Air Gaps and Elbows Materials: 21/2" and 3" (65 - 80mm) • (FDA approved) Epoxy coated cast iron unibody with bronze seats • Relief valve with stainless steel seat and trim • Bronze body ball valve test cocks Pressure / Temperature Series 009'/4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33°F - 180°F (-3°C - 75°C). Sizes 21/2" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12 bar) and water temperature at 110°F (43°C) continuous, 140°F (60°C) intermittent. Standards USC Manual 8th Editiont ASSE No. 1013 AWWA C511-92 CSA B64.4 IAPMO File No. 1563. tDoes not indicate approval status. See below for approved models. O UL Sp® �o Approvals ASSE, AWWA, CSA, IAPMO Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Approval models QT AQT, PC, NRS, OSY. UL Classified 3/4" - 2" (20 - 50mm) (LF models only) 21/2" and 3" (65 and 80mm) with OSY gate valves. MODEL OUTLET DIMENSIONS for 909, 009 A B and 993 sizes in. mm in. mm in. mm lbs. kgs. 909AG-A 1/4"-Y2" 009, 1/2 13 23/8 60 3'/8 79 .625 .28 3/4" 009M2/M3 909AG-C 3/4"-1" 009/909, 1 25 31/4 83 47/8 124 1.50 .68 1"-11/2" 009M2 909AG-F 11/4"-2" 009M1, 2 51 43/8 111 63/4 171 3.25 1.47 11/4"-3" 009/909, 2" 009M2, 4"-6" 993 909AG-K 4"-6" 909, 3 76 63/8 162 9% 243 6.25 2.83 8"-10" 909M1 909AG-M T-10" 909 4 102 73/8 187 111/4 394 15.50 7.03 909EL-A 1/4"-1/2' 009, 3/4" 009M2/M3 - - - - - - - - 909EL-C 3/4"-1" 009/909 - - 23/8 60 2% 60 .38 .17 • 909EL-F 11/4"-2" 009M1, - - 3% 92 35/8 92 2 .91 11/4"-2" 009/909, 2" 009M2 4"-6" 993 • 909EL-H 21/2'-3" 009/909 - - - - - - - - Vertical WEAF1 Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC - Fire Hydrant Fittings dimension IN = 25" (637mm) 009 1/4" - 2" in. mm A in. mm in. B mm C in. mm D in. mm L in. mm M in. mm in. N mm lbs. kg. 1/4 8 10 250 45/e 117 3% 86 1'/4 32 5'/z 140 23/8 60 21/2 64 5 2 3/e 10 10 250 45/a 117 33/e 86 1 1/4 32 5'/z 140 23/e 60 2'/z 64 5 2 1/2 15 10 250 45/a 117 33/8 86 11/4 32 5'/z 140 23/4 70 21/4 57 5 2 3/4 20 103/4 273 5 127 31/2 89 11/2 38 63/4 171 33/16 81 23/4 70 6 3 1 25 163/4 425 5'/2 140 3 76 21/3 64 9'/z 241 33/4 95 3 76 12 5 11/4 32 17% 441 6 150 31/2 89 21/2 64 11% 289 47A6 113 31/2 89 15 6 11/2 40 171/8 454 6 150 31/2 89 21/2 64 111/8 283 47/s 124 1 4 102 16 7 2 50 213/8 543 73/4 197 4'/2 114 31/4 83 131h 343 515h6 151 1 5 127 1 30 13 Dimensions and Weight: 2'/2" and 3" (65 and 80mm) 009 Ni N STRAINER SIZE DIMENSIONS (approx.) M N Nit in. mm in. mm in. mm in. mm tbs. kgs. 2'/2 65 10 254 61/2 165 93/4 248 28 12.7 3 80 101/8 257 7 178 10 254 34 15.4 tClearance for servicing en V'V ;* Watts G-4000 Series QT - Ball Valves A in. mm in. mm in. mm in. mm in. mm in. mm C D I E I L R U in. mm in. mm lbs. kgs. final r w Fr, — — — — 41G 114 — — 181/8 460 — — 105/8 270 76_ 34.5 0096T 1 21/2 65 1 331/4 845 6 152 1 41/2 114 1 163/8 416 1 181/8 460 1 73/4 197 1 105/8 270 1 150 68.0 nnni r: 1 12 Qn I— — — — I 41A 114 —1 18'/8 460 1 — — 1 105/8 270 1 76 34.5 009QT I 3 80 1 3414 870 1 7 178 1 41/2 114 1 165/8 422 1 181/8 460 1 83/4 222 1 105/8 270 1 158 71.7 Capacity Performance as established by an independent testing laboratory. kPa psi '/a" (8mm) 0090T 138 20 117 17 96 14 76 1 55 8 35 5 0 .25 .60 .75 1 1.17 gpm 4P 0 .95 1.9 2.9 3.8 4.5 Ipm 3/a" (10mm) 0090T kPa psi 138 20 117 17 96 14 76 11 55 8 35 50 .25 .50 .75 1 1.25 1.50 2.5 3.1 gpm APO .95 1.9 2.9 3.8 4.8 5.7 9.4 11.8 Ipm kPa psi 172 25 138 20 103 15 69 10 ao 0 4P 0 kPa psi 207 30 165 24 124 18 83 12 41 6 'Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) kPa psi 1'/a" (32mm) 009M20T 172 25 1 2.5 5 7.5 10 12.5 15 gpm 3.8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps 3/a" (20mm) 009M3QT 0 0` 0 2 6 OP 0 7.6 23 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 10 14 18 22 26 30 34 38 42 46 gpm 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) 009M20T 0 0 0 5 10 20 4P 0 19 38 76 7.5 2.3 30 40 50 60 70 80 gpm 114 152 190 228 266 304 Ipm 15 fps 4.6 mps 138 20 103 15 69 10 35 5 F 0 0 AP 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 10 20 30 40 50 60 38 76 114 152 190 228 5 7.5 10 1.5 2.3 3.0 1'/" (40mm) 009M20T 70 80 gpm 266 304 Ipm 15 fps 4.6 mps Op 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 2" (50mm) 009M20T 207 30 172 25 138 20 103 15 69 10 35 5 0 0 OP 0 20 40 60 80 100 120 140 160 180 200 gpm 0 76 152 228 304 380 456 532 608 684 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 2112" (65mm) 009 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 175 200 225 250 gpm OP 0 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps kPa psi 3" (80mm) 009 172 25 138 20 103 15 69 10 35 5 0 0- 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps ES -009 0403 0 Watts Regulator Co., 2002 Printed in U.S.A. LIGHT GT2701 Low Profile Grease Interceptor COMMI:zRCu>r� IAL ro TAG Dimensional Data (inches and mm I) are Sjo uring Tolerances and Change Without Notice ILMM Model# Inlet/ Outlet Size"` Flow Rate G.P.M. [L] Capacity Approx. Wt. Lbs. [kg] Dimension in Inches Water Gal. [L] I Grease Lbs. [kg] C D/E F G H G 3 [76] 20 [76] 15 [57] 40 [18] 102 [46] 10 [254] 3 1/8 [79] 31 [787] 21 1/8 [536] 6 3/4 [171 ] GT2701-35 4!l 02] 35 [132] 30 [114] 70 [32] 172 [78] 10 3/4 [273] 3 1/8 [79] 42 1/8 [1070] 29 3/8 [746] 7 [178] GT2701--5014 [102] 50 [189] 45 [170] 100 [45] 210 [95] 16 [406] 10 [2540] 49 1/2 [1257] 29 3/8 [746] 10 [254] GT2701 Grease Interceptor Zurn Light Commercial Acid ResistantCoated interiorand exterior fabricated steel low type grease interceptor, PDI rated at GPM and Lbs. grease capacity, with internal air relief by-pass, bronze cleanout plug and visible double wall trap seal with removable pressure equalizing/flow diffusing inlet baffle, fixed botttom outlet baffle, and visible double wall trap seal. Gasketed non-skid secured cover with center tie down assembly, complete with external flow control fitting. Regularly furnished with low inlet and outlet. GORRECTIO RECEIVED ;QC 113 2016 TUKWILA PUBLIC vYURXS PGF UVI 0 120 Z RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER ZURN LIGHT COMMERCIAL PLUMBING PRODUCTS • 2640 South Work Street ♦ Falconer, NY 14733 Phone: 1-8001906-5060 ♦ Fax: 7161665-3126 • World Wide Web: www.zurn.com Rev. B Date: 05/05/09 C.N. No. 99959 Dwg. No. 63803 Product No. GT2701 a N 1242 " I x 17 3z "F SOMLTRIC / I ,011 NN IN. . RECEIVED OCT 13 2016 2 i TUKWILA I PUBLIC WORKS N, .e ,.i 2 l I -N. Zai 40 r i i IIIZ I 41�1�v { I �/ IN. I . / IN AL I GTZ74i / 2" I / 3d CORRECTION LTR# P ,REVIEWED FOR ,ODE COMPLIANCE APPROVED OCT 2 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER kAl SEva,r�- Poc, S�S Mechanical 3317 31d Avenue South, Ste 100 Seattle, WA 98134 Office: 206-763-0334 - Fax: 206-763-0442 October 12, 2016 City of Tukwila Attn: Bill Rambo Permit Technician Re: Response to Plumbing Plan Review Correction Letter #1 - Permit Application PG16-0132 BUILDING - PG DEPARTMENT NOTES 1. 2 copies of 24x36 cover sheets showing where Bakery is located provide with corrections. 2. Grease trap spec/ cut sheets provided with corrections. 3. No mop sink. 4. 2 Copies of 2436 drawings showing where the backflow protective devices are located. S. Backflow cut sheets provided with corrections. Jake Johnson 206-763-0334 CORRECTION LTR# --4_ pG l(o- D 13 2 RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER City of Tukwila Department of Community Development September 21, 2016 JAKE JOHNSON 3317 THIRD AVE S - SUITE 100 SEATTLE, WA 98134 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG16-0132 85C BAKERY - 1350 SOUTHCENTER MALL Dear JAKE JOHNSON, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PW - PG DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Since each permit stands on its own, please provide a cover sheet showing where the Bakery is located in the mall, so our inspector can easily find it. 2) Submit grease trap sizing calculations together with grease trap specs/cut sheets.. 3) Is there a mop sink inside? If yes, please label it, and it needs to connect to the grease trap. 4) The back page of your permit application lists two (2) backflow protective devices, \however I was not able to locate them on your drawings. Please provide backflow information: size/manufacturer/model number and what they will be protecting. 5) Submit backflow cut sheets and circle the devices to be installed. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, 1:z� e-�� Bill Rambo Permit Technician File No. PG16-0132 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: PG16-0132 DATE: 10/12/16 PROJECT NAME: 85C BAKERY SITE ADDRESS: 1350 SOUTHCENTER MALL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division ❑ Fire Prevention ❑ Planning Division ❑ Jai I* ANC) Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 10/13/16 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/10/16 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY- PLAN OPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG16-0132 PROJECT NAME: 85 DEGREES BAKERY DATE: 09/12/16 SITE ADDRESS: 1350 SOUTHCENTER MALL X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: fAWC ilding Division � C-00 fL Public Works Fire Prevention ❑ Planning Division ❑ Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 09/13/16 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ DATE: DUE DATE: 10/11/16 Approved ❑ Approved with Conditions ❑ Corrections Required NrDenied El(corrections entered in Reviews) (ie: Zoning Issues) Notation: cS. A -1 V�ct Y\ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: hiip://www.TukwilaWA.iZov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. / /1 Date: �L� l 16 Plan Check/Permit Number: ((__pz ��((7 l f —CJl S"eL_ ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: Project Addre: Contact Persoi Inmary ofRevi ion: RECEIVED t CITY OF TUKWILA. PERMIT CENTER. Sheet Number(s): "Cloud" or highlight all areas of revision including dal Received at the City of Tukwila Permit Center by: [ —Entered in TRAKiT on V— �— ( W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 LV Fixture Units No. of Fixtures Total Public Private Public Private Fixture Units k.mKing County 4- Department of Natural Resources and Parks Wastewater Treatment Division Shower, per head Non -Residential 2 Sewer Use Certification 2 • To be completed for all new sewer connections, reconnections or change of use of existing connections. 1 • This form does not apply to repairs or replacements of existing sewer connections within five years of disconnect. Please Print or Type 2.5 Property street Address 7v 4 City L✓'� �a'� 5 /til State ZIP � Owner's N me 1 Subdivision Name Lot # Subdiv. # Block # Building Name {if pplicable) (�v_�) �-7131-1 Owner's Phone Number (wiM Area Code) Property Contact Phone Number (with Area Code) Owner's Mailing Address 4 A. Fixture Units Fixture Units x Number of Fixtures = Total Fixture Units Kind of Fixture Fixture Units No. of Fixtures Total Public Private Public Private Fixture Units Bathtub and Shower 4- 4 Shower, per head 2 2 Dishwasher 2 2 Drinking fountain (each head) 1 .5 Hose bibb (interior) 2.5 2.5 Clotheswasher or laundry tub 4 2 Sink, bar or lavatory 2 1 Sink, Clinic flushing 8 8 Sink, kitchen 3 2 Sink, other (service) 3 1.5 Sink, wash fountain, circle spray 4 3 Urinal, flush valve, 1 GPF 5 2 Urinal, flush valve, >1 GPF 6 2 Urinal, waterless 0 0 Water closet, tank or valve, 1.6 GPF 6 3 Water closet, tank or valve, >1.6 GPF 8 4 Total Fixture Units Residential Customer Equivalent (RCE) 20 fixture units equal 1.0 RCE Total No. of Fixture Units = RCE 20 For King County Use Only Account # No. of RCEs Monthly Rate Property Tax ID # Party to be Billed (if different from owner) City or Sewer District Date of Connection Side Sewer Permit # Please report any demolitions of pre-existing building on this property. Credit for a demolition may be given under some circumstances. Demolition of pre-existing building? ❑ Yes ❑ No Was building on Sanitary Sewer? ❑ Yes ❑ No Was Sewer connected before 2/1/90? ❑ Yes []No Sewer disconnect date: Type of building demolished? Request to apply demolition credit to multiple buildings? ❑ Yes ❑ No B. Other Wastewater Flow (in addition to Fixture Units identified in Section A) Type of Facility/Process: �Rakcrq Estimated Wastewater Discharge: Gallons/days Residential Customer Equivalents (RCE): 187 gallons per day equals 1.0 RCE Total Discharge (gal/day) RCE 187 C. Total Residential Customer Equivalents: (add A & B) A B �— RCE Pursuant to King County Code 28.84, all sewer customers who establish a new service which uses metropolitan sewage facilities shall be subject to a capacity charge. The amount of the charge is established annually by the King County Council at a rata per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. All future billings can be prepaid at a discounted amount. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to King County's Wastewater Treatment Division at 206-684-1740. 1 certify that the information given is correct. I understand that the capacity charge levied will be based on this information and any deviation will require resubmission of cor cted at f determination of a revised capacity charge. Signature of Owner/Representative Date Print Name of Owner/Representative a., j tl�,1'`-- 1058 (Rev. 9/07) White — Kina Countv Yellow — Local Sewer Aaencv Pink — Sewer Customer PLUMBING EXPRESS INC 1 -fume Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries PLUMBING EXPRESS INC Owner or tradesperson PO BOX 2226 SUMNER, WA 98390 Principals 253-826-4621 KILDARE, JOHN THOMAS, PRESIDENT PIERCE County KILDARE, KRISTI KYLE, VICE PRESIDENT Doing business as PLUMBING EXPRESS INC WA UBI No. Business type 602 226 682 Corporation Governing persons JOHN THOMAS KILDARE KRISTI KYLE KILDARE; License Page 1 of 3 Search L&1 --Iix' A -L Index Help My L&I Workplace Rights Trades & Licensing Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........_......................................... _... _......... Meets current requirements. License specialties $6,000.00 PLUMBING Effective date License no. 11/01/2013 PLUMBE198600 Impaired date Effective — expiration N/A 09/20/2002— 09/20/2018 Bond ................ No bond accounts during the previous 6 year period. I..n....sur....ance ............. AMERICAN FIRE & CASUALTY CO $1,000,000.00 Policy no. SKA54313254 Received by L&I Effective date 12/01/2015 01/01/2011 Expiration date 01/01/2017 Insurance history Savings .............._ (in lieu of bond) $6,000.00 Received by L&I Effective date 11/01/2013 11/01/2013 Release date Impaired date N/A N/A Savings account ID Help us improve https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=602226682&LIC=PLUMBE198600&SAW= 10/28/2016 PLUMBING EXPRESS INC Page 2 of 3 Savings history c Lawsuits against the bond or savings � J�j C�l7 Sf'u �%7`? � , C"n, No lawsuits against the bond or savings accounts during the previous 6 year period. l• L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ...................................................1. Infraction no. PZETDO0767 Issue date 09/15/2014 Violation city SUMNER Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Plumbing Express employed Jody William Kildare plumber trainee to install ABS waste pipe, installing drain pipe when expired, expired on 5/3/2014 Infraction no. PPEJP00246 Issue date 01/11/2012 Violation city Sumner Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. Plumbing Express employed, John T. Kildare (Cert. # KILDAJT963DR) a expired plumbing trainee to perform plumbing work. Satisfied ..................... _... RCW/WAC 18.106.020 Violation amount $500.00 Satisfied ..._................... RC W/WAC 18.106.020 Violation amount $250.00 Infraction no. PPEJP00247 Satisfied .........I ................ Issue date RCW/WAC 01/11/2012 18.106.020 Violation city Violation amount Sumner $250.00 Type of violation PLUMBER INFRACTION Description Contractor employed a person to engage in the trade of plumbing without a current journeyman, specialty or trainee certificate, temporary permit or medical gas endorsement as required. On 119/2012, Plumbing Express employed Jody W. Kildare (Cert. # KILDAJW023QZ) an expired plumbing trainee to perform plumbing work. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. do SSV D,? � O Help us improve https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=602226682&LIC=PLUMBEI98600&SAW= 10/28/2016 GENERAL NOTES 1. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY DESIGNER/ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 5. CONTRACTOR SHALL PROVIDE 16 GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 6. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE DESIGNER/ARCHITECT BEFORE USE. 7. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO OWNER'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICAL, AND SHALL BE APPROVED BY THE DESIGNER/ARCHITECT AND OWNER PRIOR TO INSTALLATION. 8. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 9. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 10. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 11. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. 12. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 13. CONTRACTOR SHALL COORDINATE WITH OWNER FOR APPROVAL OF LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC. 14. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS SHALL BE APPROVED BY OWNER. 15. ALL FLOORS SHALL BE LEVEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 16. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE. 17. MECHANICAL, PLUMBING & ELECTRICAL SHALL BE DESIGN BUILD UNLESS OTHERWISE REQUIRED BY LOCAL JURISDICTION. 18. MECHANICAL, PLUMBING & ELECTRICAL DESIGN BUILD. PROVIDE SCHEMATIC DRAWINGS TO OWNER FOR REVIEW AND WRITTEN APPROVAL. PROVIDE OPERATIONAL AND MAINTENANCE MANUAL TO OWNER PRIOR TO CLOSE OUR OF JOB AND FINAL PAYMENT. 19. THE DESIGNERIARCHITECT AND/OR THE OWNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE DESIGNER/ARCHITECT AND/OR THE OWNER WILL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF ANY CONTRACTORS, SUBCONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. 20. CONTRACTOR SHALL PROVIDE AIR BALANCING BY AN INDEPENDENT AIR BALANCING FIRM. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CASEWORK, SPECIALTY WALL TREATMENTS, FLOOR PATTERNS, STONE INSTALLATIONS AND COUNTERTOPS FOR REVIEW AND APPROVAL BY DESIGNER/ARCHITECT. 22. CONTRACTOR SHALL ACQUIRE PUBLIC WORKS APPROVAL PRIOR TO PERFORMING ANY WORK WITHIN THE CITY RIGHT-OF-WAY (SIDEWALK OR ROAD). MECHANICAL AND ENERGY NOTES 1. ELECTRICAL DESIGN AND INSTALLATION TO BE PER 2014 SEATTLE ELECTRICAL CODE. WORK TO BE UNDER SEPARATE PERMIT. 2. PLUMBING DESIGN AND INSTALLATION TO BE PER 2012 SEATTLE MECHANICAL CODE. WORK TO BE UNDER SEPARATE PERMIT. 3. HEATING DESIGN AND INSTALLATION SHALL CONFORM TO 2012 SEATTLE MECHANICAL CODE. 4. INDOOR DESIGN TEMPERATURES SHALL BE 70 DEGREES F. FOR HEATING AND 78 DEGREES F. FOR COOLING. ALL GLASS TO BE INSULATING TYPE, THICKNESS AS DESIGNED BY MANUFACTURERS. 5. ALL OPENINGS TO BE CAULKED, WEATHERSTRIPPED, OR SEALED. TEARS AND JOINTS IN BATT INSULATION TO BE SEALED WITH TAPE. 6. HEATING AND VENTILATION SYSTEM TO BE COMPRISED OF A SUPPLY AND RETURN AIR SYSTEM. SYSTEM TO BE FORCED AIR. LEGEND 1 ELEVATION 4 A3.0 2 SHEET 3 NUMBER 2 DETAIL A1.2 SHEET NUMBER 2 SECTION 00 A1.2 SHEET NUMBER ABBREVIATIONS INTERIOR ELEVATION DETAILS CEILING ACT TYPE BUILDING 9'-0" CEILING SECTIONS HEIGHT ACT = ACOUSTICAL CEILING TILE AFP = ACOUSTICAL FABRIC PANEL AFF = ABOVE FINISHED FLOOR CW = COLD WATER EX = EXPLOSION PROOF CFCI = FURNISHED & INSTALLED BY CONTRACTOR OFOI = FURNISHED & INSTALLED BY OWNER OFCI = FURNISHED BY OWNER INSTALLED BY CONTRACTOR FIN = DIMENSION TO FINISHED FACE OF WALL FRP = FIBERGLASS REINFORCED PANEL FS = FLOOR SINK GWB = GYPSUM WALL BOARD HM = HOLLOW METAL HW = HOT WATER LRV = LIGHT REFLECTANCE VALUE NIC = NOT IN CONTRACT PC = POWDER COAT RCP = REFLECTED CEILING PLAN TBD = TO BE DETERMINED TYP = TYPICAL LINO = UNLESS NOTED OTHERWISE WP = WEATHER PROOF +46" = INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE TO TOP OF DEVICE. INDEX OF DRAWINGS A1.0 NOTES, PROJECT INFORMATION, SITE PLAN A1.1 PROJECT SPECIFICATIONS A2.0 CONSTRUCTION PLAN A2.1 FINISH PLAN A3.0 REFLECTED CEILING PLAN A4.0 ELEVATIONS A4.1 INTERIOR ELEVATIONS A4.2 STOREFRONT DETAILS K-1 KITCHEN EQUIPMENT PLAN K-2 EQUIPMENT SCHEDULE K-3 EQUIPMENT ELECTRICAL PLAN K-4 EQUIPMENT PLUMBING PLAN K-5 EQUIPMENT WALL BACKING PLAN PROJECT DESCRIPTION INTERIOR TENANT IMPROVEMENT FOR A RETAIL FOOD SERVICE CODE INFORMATION BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE IT IS INTENDED THAT THE ABOVE CODES & REGULATIONS REFER TO THE LATEST EDITION OR REVISION IN FORCE ON THE DATE OF THESE DRAWINGS. PROJECT & BUILDING INFORMATION PROJECT ADDRESS: 85 DEGREES BAKERY AND CAFE 1376 SOUTHCENTER MALL TUKWILA, WA 98188 ASSESSOR'S PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: TUC -RC TYPE OF CONSTRUCTION: I -A PROJECT AREA: 4990 S.F. TOTAL STORIES: 1 PROJECT STORY: 1ST FLOOR FIRE SPRINKLERED: YES OCCUPANCY LOAD TOTAL OCCUPANCY: DIAGRAM SUMMARY: BATHROOMS -N/A ASSEMBLY (FOH) - 26.6 BUSINESS - 8.4 KITCHEN -10.7 STORAGE - 3.7 OCCUPANCY GROUP: NUMBER OF EXITS REQUIRED: 49.4 ( REFER TO OCC. DIAGRAM) IIB 2 CONTACT INFORMATION APPLICANT: TENANT: ARCHITECT/DESIGNER: CHIN-LEY/RECHE ASSOCIATES 1516 MELROSE AVENUE SUITE 200 SEATTLE, WA 98122 CONTACT: SERGIO CHIN -LEY TEL: 206.938.1501 FAX: 206.935.3449 EMAIL: sergio@chinleyreche.com EVERGREENS CHIN-LEY/RECHE ASSOCIATES 1516 MELROSE AVENUE SUITE 200 SEATTLE, WA 98122 CONTACT: SERGIO CHIN -LEY TEL: 206.938.1501 FAX: 206.935.3449 EMAIL: sergio@chinleyreche.com BATHROOM PLUMBING FIXTURES TOTAL OCCUPANTS: 49.4 OCCUPANTS PER GENDER: 49.4/2 = 24.7 PER TABLE 29, IBC, 2012, 1 TOILET/1 LAV REQUIRED PER GENDER VICINITY MAP NTS � t...�l........./1...16......... RIA \I ISI f t1 O s / 48' DISTANCE BETWEEN EXITS (MIN. DISTANCE= 3 OR DIAGONAL 35'-4")) V_i RLE COPY ;srmit No, ELN/ Nj� Pla r v I" approval is subject to errors ox i ApIr l of construction documents doe the I n of any adopted code or ordil i of aved Field Cop and conditions is ----------------------- i J 0 y.oo 111) ®� o ��o ® ate: M/` � z�' w fn City of Tukwila 1.0 E114 BUILDING DIVISION a � � r 4 5 r. MAX. TRAVEL PATH: 105' ------------ ---------------------J 0 F77 I ORRECTION Of x Li ® $�£ TR# L)U 7771771=bl, 7711��J:��3 RECEIVED CI' F TUKWILA 0 CT 12 2016 RMIT CENTER 0 01 U. N EGRESS PLAN SCALE: 1/8"= V-0" Chin-Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 9381501 rt11gG-1 C` nil i�•� : ''dry to the scope Wort tvi he . ` 11rior approval of Tu!0,0 Building Division. evisions iviij rsquire a nets pian submittal ay inc!ude additional vian review farm OCCUPANCY DIAGRAM SCALE: 1/8"= V-0" SE„FES i� ,SIT 0hlochanical [EfElectr lcal ❑ Plumbing ❑ Gas Piping Ci'v of Tv%Wila poll -r)" r, MISION project title: 85 Degrees Bakery and Cafe Southcenter 1376 Southcenter Mall Tukwila, WA 98188 date: description: 05.02.16 progress 06.13.16 permit nd omissions. not authoHze ince. RecGipt cknawledgsd: REVIEWED FOR CODEOMPLIANCEC PPROVED OCT 2 5 2016 A -J city of Tukwila BUILDING DIVISION Gate: June 13, 2016 drawing title PROJECT DOCUMENTS number b. Z, C'�'Y�I Wy�x1TS DOfL V'�;�.Is no- O'Lt �L t. &E-hopl(b s` € ' r chi A . L5)0 ,w �• �� T-0 A-V01,10V �KAOJ e r! kid PLUMBING NOTES 1. IT IS THE GENERAL CONTRACTORS RESPONSOUTY TO SIZE. SUPPLY AND INSTALL A GREASE INTERCEPTOR/'TRAP IF ONE IS REQUIRED. 2. ALL FIRE PROTECTION SYSTEM GAS SHUT --OFF VALVES SHALL BE SUPPLIED BY THE OWNER AND INSTALLED BY PLUMBING CONTRACTOR. 3, THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 4. ALL PLUMBING ROUGH—IN WORK AND FINAL CONNECTIDINS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY CMA RESTAURANT SUPPLY & DESIGN SHALL BE PERFORMED BY THE PLUMBING CONTRACTOR. 6. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING—TYPE �....,-.. MATERIALS INCLUDING VALVES. TRAPS, EDIT STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 7. IT SHALL BE THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS VMICH REQUIRE FLOOR PENETRATIONS DO No CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. B� THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE: JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUt MNG FLOOR TO T"M DRAINS % ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER. PLUMBING LEGEND. - ---------- 0 CW—COLD WATER 0 HWS—HOT WATER CODE COM CLOSED DRAIN — DIRECT WASTE ��. 120 X 12" FLOOR SINK — INDIRECT WASTE a NATURAL GAS OCT 2 5 FLOOR DRAIN Y M Iff 0, I 5/8° GYP. WALL W/ S/ WALL LINER, TYP. GAS PIPE SIZED PER SIF. SPECIFICATIONS FLEXIBLE GAS LINE TO EQUIP., SIZED,'PER MFG. CIICAX R ALLOW ENOUGH SLACK LINE TO PULL EQUIP. 24" MIN. FROM WALL. TYP. Its RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER RESTAINING CABLE ---\TIPICAL GAS CONNECTION SCALE: NONE VERIFY EQUIPMENT REQUIREMENTS TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal ... and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. M/%i G I Mfl -4 AnC r% I nr%Q A 9 i llr%7 r%% I is 2015 CLIA. INC. SION REVIEWED FOR a CODE COM C7? C ��. APPROVED a t[S ca OCT 2 5 2016 M 00 SION REVIEWED FOR � v CODE COM LIANCE ��. APPROVED a OCT 2 5 2016 SION REVIEWED FOR W CODE COM LIANCE APPROVED OCT 2 5 2016 SION GENERAL NOTES 1. ALL WORK SHALL CONFORM TO APPLICABLE CURRENT FEDERAL, STATE AND LOCAL CODES. THE CONTRACTOR IS TO PROVIDE FOR ALL REQUIRED NOTIFICATION OF AND COORDINATION WITH THE CITY AND STATE AGENCIES, AND PROVIDE REQUIRED PERMITS. ALL TESTS AND INSPECTIONS ASSOCIATED WITH OBTAINING APPROVALS TO PROCEED WITH AND COMPLETE THE WORK SHALL BE PAID FOR BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER, INCLUDING AREA FOR WORK, MATERIALS STORAGE, ACCESS TO AND FROM THE WORK, SPECIAL CONDITIONS OR NOISY WORK, TIMING OF WORK AND INTERRUPTIONS OF MECHANICAL AND ELECTRICAL SERVICES. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE HIGHEST STANDARD OF WORKMANSHIP IN GENERAL AND WITH SUCH STANDARDS AS ARE SPECIFIED. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON SITE AND NOTIFY DESIGNER/ARCHITECT OF ANY DISCREPANCIES. CONTRACTOR IS NOT TO SCALE OFF DRAWINGS. 5. CONTRACTOR SHALL PROVIDE 16 GAUGE SHEET METAL BACKING IN PARTITIONS FOR ALL WALL MOUNTED FIXTURES AND DEVICES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 6. ALL MATERIALS INDICATED TO MATCH EXISTING SHALL DO SO WITH RESPECT TO SIZE, COLOR, TEXTURE, PATTERN, QUALITY AND METHOD OF INSTALLATION INSOFAR AS PRACTICABLE AND SHALL BE APPROVED BY THE DESIGNER/ARCHITECT BEFORE USE. 7. EXISTING WORK DAMAGED AS A RESULT OF WORK UNDER THIS CONTRACT SHALL BE REPAIRED TO ORIGINAL CONDITION AND FINISHED TO MATCH ADJACENT FINISHES, SUBJECT TO OWNER'S APPROVAL, AT NO ADDITIONAL COST TO OWNER. ALL REPLACEMENT MATERIAL REQUIRED TO MATCH EXISTING MATERIALS SHALL DO SO WITH RESPECT TO TYPE, PATTERN, TEXTURE, SIZE, SHAPE, COLOR AND METHOD OF INSTALLATION INSOFAR AS PRACTICAL, AND SHALL BE APPROVED BY THE DESIGNER/ARCHITECT AND OWNER PRIOR TO INSTALLATION. 8. ALL EXISTING MECHANICAL AND ELECTRICAL EQUIPMENT AND SERVICE DISRUPTED OR REMOVED DURING CONSTRUCTION SHALL BE RESTORED AND REPLACED UNLESS NOTED OTHERWISE. 9. INSTALLATIONS OF MECHANICAL, ELECTRICAL AND STRUCTURAL SYSTEMS WILL REQUIRE OPENING OF SOME EXISTING WALLS, CEILINGS, OR FLOOR CAVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF THESE OPENINGS TO MATCH EXISTING, EXCEPT WHERE NOTED OTHERWISE. FILL ALL HOLES AND VOIDS IN FLOORS, WALLS AND CEILINGS WHICH RESULT FROM INSTALLATION OF WORK, AND REMOVAL OF EXISTING MATERIALS AND EQUIPMENT REQUIRED BY THIS CONTRACT. PATCHED AREAS SHALL MATCH THE MATERIALS, FINISHES, AND LEVELS ADJACENT, OR SHALL BE PUT IN THE PROPER CONDITION TO RECEIVE THE FINISH INDICATED. 10. MATERIALS, ARTICLES, DEVICES AND PRODUCTS ARE SPECIFIED IN THE DOCUMENTS BY LISTING ACCEPTABLE MANUFACTURERS OR PRODUCTS, BY REQUIRING COMPLIANCE WITH REFERENCED STANDARDS OR BY PERFORMANCE SPECIFICATIONS. FOR ITEMS SPECIFIED BY NAME, SELECT ANY PRODUCT NAMED. FOR THOSE SPECIFIED BY REFERENCE STANDARD OR BY PERFORMANCE SPECIFICATIONS SELECT ANY PRODUCT MEETING OR EXCEEDING SPECIFIED CRITERIA. FOR APPROVAL OF AN ITEM NOT SPECIFIED, SUBMIT FOUR (4) COPIES OF COMPLETE BACK-UP INFORMATION FOR PURPOSES OF EVALUATION. WHERE BUILDING STANDARD ITEMS ARE CALLED FOR, NO SUBSTITUTE WILL BE ACCEPTED. 11. CONTRACTOR SHALL PROVIDE FOR ALL WORK REQUIRED TO MAINTAIN COMPLIANCE WITH LOCAL FIRE CODE. 12. MECHANICAL AND ELECTRICAL FIXTURES, OUTLETS, ETC. WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS ARE FOR LOCATION INFORMATION ONLY. MECHANICAL AND ELECTRICAL TO BE DESIGNED BY OTHERS. ALL CIRCUITING COORDINATION TO BE BY OTHERS. 13. CONTRACTOR SHALL COORDINATE WITH OWNER FOR APPROVAL OF LOCATIONS OF ALL HVAC THERMOSTATS, GRILLES, AND DIFFUSERS, FIRE AND SMOKE DETECTION DEVICES INCLUDING SPRINKLERS, FIRE EXTINGUISHERS AND HOSE CABINETS ETC. 14. ANY CHANGE IN LIGHT FIXTURE PLACEMENT DUE TO INTERFERENCE OF MECHANICAL OR STRUCTURAL COMPONENTS SHALL BE APPROVED BY OWNER. 15. ALL FLOORS SHALL BE LEVEL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY CONDITIONS THAT DO NOT MEET THIS STANDARD. 16. FLOOR FINISH TRANSITIONS SHALL OCCUR UNDER DOORS, UNLESS SHOWN OR NOTED OTHERWISE. 17. MECHANICAL, PLUMBING & ELECTRICAL SHALL BE DESIGN BUILD UNLESS OTHERWISE REQUIRED BY LOCAL JURISDICTION. 18. MECHANICAL, PLUMBING & ELECTRICAL DESIGN BUILD. PROVIDE SCHEMATIC DRAWINGS TO OWNER FOR REVIEW AND WRITTEN APPROVAL. PROVIDE OPERATIONAL AND MAINTENANCE MANUAL TO OWNER PRIOR TO CLOSE OUR OF JOB AND FINAL PAYMENT. 19. THE DESIGNERIARCHITECT AND/OR THE OWNER WILL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR THE SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THE DESIGNER/ARCHITECT AND/OR THE OWNER WILL NOT BE RESPONSIBLE FOR THE ACTS OR OMISSIONS OF ANY CONTRACTORS, SUBCONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. 20. CONTRACTOR SHALL PROVIDE AIR BALANCING BY AN INDEPENDENT AIR BALANCING FIRM. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL CASEWORK, SPECIALTY WALL TREATMENTS, FLOOR PATTERNS, STONE INSTALLATIONS AND COUNTERTOPS FOR REVIEW AND APPROVAL BY DESIGNER/ARCHITECT. 22. CONTRACTOR SHALL ACQUIRE PUBLIC WORKS APPROVAL PRIOR TO PERFORMING ANY WORK WITHIN THE CITY RIGHT-OF-WAY (SIDEWALK OR ROAD). MECHANICAL AND ENERGY NOTES 1. ELECTRICAL DESIGN AND INSTALLATION TO BE PER 2014 SEATTLE ELECTRICAL CODE. WORK TO BE UNDER SEPARATE PERMIT. 2. PLUMBING DESIGN AND INSTALLATION TO BE PER 2012 SEATTLE MECHANICAL CODE. WORK TO BE UNDER SEPARATE PERMIT. 3. HEATING DESIGN AND INSTALLATION SHALL CONFORM TO 2012 SEATTLE MECHANICAL CODE. 4. INDOOR DESIGN TEMPERATURES SHALL BE 70 DEGREES F. FOR HEATING AND 78 DEGREES F. FOR COOLING. ALL GLASS TO BE INSULATING TYPE, THICKNESS AS DESIGNED BY MANUFACTURERS. 5. ALL OPENINGS TO BE CAULKED, WEATHERSTRIPPED, OR SEALED. TEARS AND JOINTS IN BATT INSULATION TO BE SEALED WITH TAPE. 6. HEATING AND VENTILATION SYSTEM TO BE COMPRISED OF A SUPPLY AND RETURN AIR SYSTEM. SYSTEM TO BE FORCED AIR. LEGEND 1 ELEVATION 4 A3.0 2 SHEET 3 NUMBER 2 DETAIL A1.2 SHEET NUMBER 2 SECTION 00 A1.2 SHEET NUMBER ABBREVIATIONS INTERIOR ELEVATION DETAILS CEILING ACT TYPE BUILDING 9'-0" CEILING SECTIONS HEIGHT ACT = ACOUSTICAL CEILING TILE AFP = ACOUSTICAL FABRIC PANEL AFF = ABOVE FINISHED FLOOR CW = COLD WATER EX = EXPLOSION PROOF CFCI = FURNISHED & INSTALLED BY CONTRACTOR OFOI = FURNISHED & INSTALLED BY OWNER OFCI = FURNISHED BY OWNER INSTALLED BY CONTRACTOR FIN = DIMENSION TO FINISHED FACE OF WALL FRP = FIBERGLASS REINFORCED PANEL FS = FLOOR SINK GWB = GYPSUM WALL BOARD HM = HOLLOW METAL HW = HOT WATER LRV = LIGHT REFLECTANCE VALUE NIC = NOT IN CONTRACT PC = POWDER COAT RCP = REFLECTED CEILING PLAN TBD = TO BE DETERMINED TYP = TYPICAL LINO = UNLESS NOTED OTHERWISE WP = WEATHER PROOF +46" = INDICATES HEIGHT ABOVE FINISHED FLOOR OR ABOVE FINISHED GRADE TO TOP OF DEVICE. INDEX OF DRAWINGS A1.0 NOTES, PROJECT INFORMATION, SITE PLAN A1.1 PROJECT SPECIFICATIONS A2.0 CONSTRUCTION PLAN A2.1 FINISH PLAN A3.0 REFLECTED CEILING PLAN A4.0 ELEVATIONS A4.1 INTERIOR ELEVATIONS A4.2 STOREFRONT DETAILS K-1 KITCHEN EQUIPMENT PLAN K-2 EQUIPMENT SCHEDULE K-3 EQUIPMENT ELECTRICAL PLAN K-4 EQUIPMENT PLUMBING PLAN K-5 EQUIPMENT WALL BACKING PLAN PROJECT DESCRIPTION INTERIOR TENANT IMPROVEMENT FOR A RETAIL FOOD SERVICE CODE INFORMATION BUILDING CODES: 2012 INTERNATIONAL BUILDING CODE IT IS INTENDED THAT THE ABOVE CODES & REGULATIONS REFER TO THE LATEST EDITION OR REVISION IN FORCE ON THE DATE OF THESE DRAWINGS. PROJECT & BUILDING INFORMATION PROJECT ADDRESS: 85 DEGREES BAKERY AND CAFE 1376 SOUTHCENTER MALL TUKWILA, WA 98188 ASSESSOR'S PARCEL NUMBER: LEGAL DESCRIPTION: ZONING: TUC -RC TYPE OF CONSTRUCTION: I -A PROJECT AREA: 4990 S.F. TOTAL STORIES: 1 PROJECT STORY: 1ST FLOOR FIRE SPRINKLERED: YES OCCUPANCY LOAD TOTAL OCCUPANCY: DIAGRAM SUMMARY: BATHROOMS -N/A ASSEMBLY (FOH) - 26.6 BUSINESS - 8.4 KITCHEN -10.7 STORAGE - 3.7 OCCUPANCY GROUP: NUMBER OF EXITS REQUIRED: 49.4 ( REFER TO OCC. DIAGRAM) IIB 2 CONTACT INFORMATION APPLICANT: TENANT: ARCHITECT/DESIGNER: CHIN-LEY/RECHE ASSOCIATES 1516 MELROSE AVENUE SUITE 200 SEATTLE, WA 98122 CONTACT: SERGIO CHIN -LEY TEL: 206.938.1501 FAX: 206.935.3449 EMAIL: sergio@chinleyreche.com EVERGREENS CHIN-LEY/RECHE ASSOCIATES 1516 MELROSE AVENUE SUITE 200 SEATTLE, WA 98122 CONTACT: SERGIO CHIN -LEY TEL: 206.938.1501 FAX: 206.935.3449 EMAIL: sergio@chinleyreche.com BATHROOM PLUMBING FIXTURES TOTAL OCCUPANTS: 49.4 OCCUPANTS PER GENDER: 49.4/2 = 24.7 PER TABLE 29, IBC, 2012, 1 TOILET/1 LAV REQUIRED PER GENDER VICINITY MAP NTS � t...�l........./1...16......... RIA \I ISI f t1 O s / 48' DISTANCE BETWEEN EXITS (MIN. DISTANCE= 3 OR DIAGONAL 35'-4")) V_i RLE COPY ;srmit No, ELN/ Nj� Pla r v I" approval is subject to errors ox i ApIr l of construction documents doe the I n of any adopted code or ordil i of aved Field Cop and conditions is ----------------------- i J 0 y.oo 111) ®� o ��o ® ate: M/` � z�' w fn City of Tukwila 1.0 E114 BUILDING DIVISION a � � r 4 5 r. MAX. TRAVEL PATH: 105' ------------ ---------------------J 0 F77 I ORRECTION Of x Li ® $�£ TR# L)U 7771771=bl, 7711��J:��3 RECEIVED CI' F TUKWILA 0 CT 12 2016 RMIT CENTER 0 01 U. N EGRESS PLAN SCALE: 1/8"= V-0" Chin-Ley/Reche 1516 Melrose Ave., Suite 200 Seattle, Washigton 98122 206 9381501 rt11gG-1 C` nil i�•� : ''dry to the scope Wort tvi he . ` 11rior approval of Tu!0,0 Building Division. evisions iviij rsquire a nets pian submittal ay inc!ude additional vian review farm OCCUPANCY DIAGRAM SCALE: 1/8"= V-0" SE„FES i� ,SIT 0hlochanical [EfElectr lcal ❑ Plumbing ❑ Gas Piping Ci'v of Tv%Wila poll -r)" r, MISION project title: 85 Degrees Bakery and Cafe Southcenter 1376 Southcenter Mall Tukwila, WA 98188 date: description: 05.02.16 progress 06.13.16 permit nd omissions. not authoHze ince. RecGipt cknawledgsd: REVIEWED FOR CODEOMPLIANCEC PPROVED OCT 2 5 2016 A -J city of Tukwila BUILDING DIVISION Gate: June 13, 2016 drawing title PROJECT DOCUMENTS number b. Z, C'�'Y�I Wy�x1TS DOfL V'�;�.Is no- O'Lt �L t. &E-hopl(b s` € ' r chi A . L5)0 ,w �• �� T-0 A-V01,10V �KAOJ e r! kid PLUMBING NOTES 1. IT IS THE GENERAL CONTRACTORS RESPONSOUTY TO SIZE. SUPPLY AND INSTALL A GREASE INTERCEPTOR/'TRAP IF ONE IS REQUIRED. 2. ALL FIRE PROTECTION SYSTEM GAS SHUT --OFF VALVES SHALL BE SUPPLIED BY THE OWNER AND INSTALLED BY PLUMBING CONTRACTOR. 3, THE PLUMBING CONNECTIONS, SPECIFICATIONS AND DIMENSIONS SHOWN ON THESE PLANS ARE FOR FOOD SERVICE EQUIPMENT ONLY. SEE ARCHITECT'S PLAN SET FOR ALL OTHER PLUMBING REQUIREMENTS FOR THIS PROJECT. 4. ALL PLUMBING ROUGH—IN WORK AND FINAL CONNECTIDINS FOR ALL ITEMS SHOWN AND SPECIFIED ON THESE PLANS BY CMA RESTAURANT SUPPLY & DESIGN SHALL BE PERFORMED BY THE PLUMBING CONTRACTOR. 6. UNLESS OTHERWISE SPECIFIED IN THESE PLANS OR OTHER WRITTEN CONTRACTS, IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL PLUMBING—TYPE �....,-.. MATERIALS INCLUDING VALVES. TRAPS, EDIT STRAINERS, FLOOR SINK COVERS, PRESSURE REGULATORS, SIPHON BREAKERS, ETC. 7. IT SHALL BE THE RESPONSIBIUTY OF THE GENERAL CONTRACTOR TO VERIFY THAT THE LOCATIONS FOR ALL MECHANICAL REQUIREMENTS VMICH REQUIRE FLOOR PENETRATIONS DO No CONFLICT WITH STRUCTURAL MEMBERS IN THE FLOOR. B� THE GENERAL CONTRACTOR SHALL SUPERVISE THE LOCATION OF ALL FLOOR DRAINS ON THE: JOB SITE SO AS TO ENSURE THE BEST SLOPE POSSIBLE OF THE SURROUt MNG FLOOR TO T"M DRAINS % ALL DRAIN LINES FROM EQUIPMENT REQUIRING CONDENSATION REMOVAL SHALL BE RUN IN COPPER. PLUMBING LEGEND. - ---------- 0 CW—COLD WATER 0 HWS—HOT WATER CODE COM CLOSED DRAIN — DIRECT WASTE ��. 120 X 12" FLOOR SINK — INDIRECT WASTE a NATURAL GAS OCT 2 5 FLOOR DRAIN Y M Iff 0, I 5/8° GYP. WALL W/ S/ WALL LINER, TYP. GAS PIPE SIZED PER SIF. SPECIFICATIONS FLEXIBLE GAS LINE TO EQUIP., SIZED,'PER MFG. CIICAX R ALLOW ENOUGH SLACK LINE TO PULL EQUIP. 24" MIN. FROM WALL. TYP. Its RECEIVED CITY OF TUKWILA OCT 12 2016 PERMIT CENTER RESTAINING CABLE ---\TIPICAL GAS CONNECTION SCALE: NONE VERIFY EQUIPMENT REQUIREMENTS TRAP SEAL PRIMERS No form of trap that depends for its seal upon the action of movable parts shall be used. Each fixture trap shall have a liquid seal ... and shall be protected from freezing. Floor drain or similar traps directly connected to the drainage system and subject to infrequent use shall be protected with a trap seal primer. Trap seal primers shall be directly connected to the water supply and shall be accessible for maintenance. M/%i G I Mfl -4 AnC r% I nr%Q A 9 i llr%7 r%% I is 2015 CLIA. INC. SION REVIEWED FOR a CODE COM C7? C ��. APPROVED a t[S ca OCT 2 5 2016 M 00 SION REVIEWED FOR � v CODE COM LIANCE ��. APPROVED a OCT 2 5 2016 SION REVIEWED FOR W CODE COM LIANCE APPROVED OCT 2 5 2016 SION