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Permit PG08-112 - WESTFIELD SOUTHCENTER MALL - AUNTIE ANNE'S PRETZELS
AUNTIE ANNE'S PRETZELS 546 S 1 UTHCENTER MALL PGO8-1 12 Parcel No.: 6364200010 Address: Suite No: CityOf 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.ci.tukwila.wa.us PLUMBING /GAS PIPING PERMIT 546 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG08 -112 05/27/2008 11/23/2008 Tenant: Name: Address: Owner: Name: Address: AUNTIE ANNE'S PRETZELS 546 SOUTHCENTER MALL , TUKWILA WA WESTFIELD PROPERTY TAX DEPT PO BOX 130940 , CARLSBAD CA Contact Person: Name: GARY WOLFF Address: PO BOX 730 , LAKE STEVENS WA Contractor: Name: PLUMBING PRO'S LLC Address: 12119 274TH AVE , BUCKLEY WA Contractor License No: PLUMBPL947PL Phone: Phone: 425 - 346 -1793 Phone: 360 - 829 -6539 Expiration Date: 10/13/2008 DESCRIPTION OF WORK: PLUMBING FOR TI OF NEW MALL SPACE INCLUDING TENANTS OWN SMALL "UNDER SINK" GREASE INTERCEPTOR. Value of Plumbing /Gas Piping: Fees Collected: $19,900.00 $316.00 Plumbing Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor drain Shower, single head trap Lavatory Wash fountain Receptor, indirect waste Sinks Urinals Water Closet Uniform Plumbing Code Edition: 2006 International Fuel Gas Code Edition: 2006 FIXTURE TYPE AND QUANTITY Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 1 Water heater and/or vent 1 0 Industrial waste treatment interceptor, including 1 its trap and vent, except for kitchen type 0 grease interceptors 0 0 Repair or alteration of water piping and/or water 1 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 1 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 1 4 Medical gas piping (6 +) inlets /outlets 1 3 Gas Piping 0 Gas piping outlets (0 -5) 0 1 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -10/06 PG08 -112 Printed: 05 -27 -2008 City ofTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Permit Number: PG08 -112 Issue Date: 05/27/2008 Permit Expires On: 11/23/2008 Permit Center Authorized Signature: 1,�.2P_Qti Date: 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 rformance of wprk. I am authorized to sign and obtain this plumbing /gas piping permit. 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. doc: UPC -10/06 PG08 -112 Printed: 05 -27 -2008 Parcel No.: 6364200010 Address: Suite No: Tenant: 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.ci.tukwila.wa.us 546 SOUTHCENTER MALL TUKW AUNTIE ANNE'S PRETZELS PERMIT CONDITIONS Permit Number: Status: Applied Date: Issue Date: PG08 -112 ISSUED 04/09/2008 05/27/2008 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: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 12: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 13: Tenant's private grease intercetor shall follow January 30, 2008 Grease Trap Maintenance Program; three (3) pages are attached as part of this permit approval. * *continued on next page ** doc: Cond -10/06 PG08 -112 Printed: 05 -27 -2008 • 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.ci.tukwila.wa.us I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and 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 provision of any other work construction or the performance of work. Signature: Print Name: if‘,4)(41/ 1,1„//z2l) Date: ordinances governing or local laws regulating doc: Cond -10/06 PG08 -112 Printed: 05-27 -2008 CITY OF TUKWI Community Developme epartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Plumbing/ Permit No. ?Go 8 - 1 2. j?O@- o&f, Project No. (For office use. only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 5 4 6 S O JT 1, e..„ 1 o 1r King Co Assessor's Tax No.: 634,47 oal Tenant Name AA••44.rtes Property Owners Name: _ lot Corp Mailing Address: l 160 1 W ;1 4• : re_ 33,1v d. Suite Number: Floor: New Tenant: .... Yes fl ..No k--.S e City / 1 State ci On �" Zip S CONTACT PERSON - Who do we contact when your permit is ready to issued, Name: C-4,r1 YSJ pt' Mailing Address: pO 13v� -73O E -Mail Address: 8wol4-41 425 ap ie,,,,, «S-} Ke Day Telephone: tZS ^ 54L-1193 Lc-4 �f -J�-S - - I, R- SS ty ate Zip Fax Number: 3 Lp - 3 &3- 9 g d 1 /,GAS PIPING C,ONTRACTOR,INFORMATION; Company Name: Mailing Address: Contact Person: E -Mail Address: DE Po 8D�- igg • •' �� Ci State 9 Zi� g') 6: II pIv• -i (9- pfo.., [fit•,•, Contractor Registration Number: pi Vti1 l3Ptr -q.f7 PL Company Name: Mailing Address: Contact Person: E -Mail Address: W 14,g_ De•�sv, 1 b7 2-o R_,1. --. *MDL Gi w° / Day Telephone: 7 5 3— 732-- 881.3 Fax Number: J 60 - S Zq - L5-17).5 Expiration Date: /o /, 3 /a w�� qr-., 14-€1-1S n4 • w� Company Name: Mailing Address: Contact Person: R�L City Day Telephone: Fax Number: - .All.plans mus b we h` • t e t staiiped by Erigmeer of =Reaor • ki d tae Zip 4r7-5-s5.1-533° L-7 E -Mail Address: Q:\Applications\Forms- Applications On Line\3 -2006 - Plumbing -Gas Piping Permit Application.doe Revised: 4 -2006 bh City Day Telephone: Fax Number: State Zip Page 1 of 2 Valuation of Project (contractor's bid price): $ 1 9 9 Scope of Work (please provide detailed information): F71,, 44.1.1 -F. - k1-I-c o 4 fit - 9& Building Use (per Intl Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: Sewer: Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type: . Qty Fixture Type: Qty Fixture Type: Qty Fi'xtureType: Qty Bathtub or combination bath /shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial Receptor, indirect waste ' j Clothes washer, domestic ) Floor drain j Sinks 3 Dental unit, cuspidor Shower, single head trap Urinals Dishwasher, domestic, with independent drain Lavatory Water Closet ` Building sewer or trailer park sewer Rain water system — per drain (inside building) Water heater and/or vent I Additional medical gas inlets /outlets — six or more Industrial waste pretreatment interceptor, including its trap and vent, except for kitchen type grease interceptors Repair or alteration of water piping and /or water treating equipment I Repair or alteration of drainage or vent piping I Medical gas piping system serving one to five inlets/outlets for specific gas 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: ta' % LL t i- Mailing Address: 777 8 ? 30 Date: ii/Q l p Day Telephone: 92 351- /7 9'3 City WA- 1151 City Zip Date Application Accepted: 1 �-cNog Date Application Expires: 10 -4-oo Staff Initials: Q:1Applications\Forms- Applications On Line 3 -2006 - Plumbing -Gas Piping Perini Application. don Revised: 4 -2006 bh Page 2 of 2 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.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: PG08 -112 Address: 546 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 04/09/2008 Applicant: AUNTIE ANNE'S PRETZELS Issue Date: Receipt No.: R08 -01809 Payment Amount: $260.00 Initials: WER Payment Date: 05/27/2008 11:48 AM User ID: 1655 Balance: $0.00 Payee: RETAIL CONTRACTORS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 14241 260.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLUMBING - NONRES 000.322.103.00.0 260.00 Total: $260.00 2879 05/27 9710 TOTAL 260.00 doc: Receiot -06 Printed: 05 -27 -2008 • 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.ci.tukwila.wa.us RECEIPT Parcel No.: 6364200010 Permit Number: PG08 -112 Address: 546 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 04/09/2008 Applicant: AUNTIE ANNE'S PRETZELS Issue Date: Receipt No.: R08 -01112 Payment Amount: $56.00 Initials: WER User ID: 1655 Payment Date: 04/09/2008 03:18 PM Balance: $260.00 Payee: RETAIL CONTRACTORS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 14232 56.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 56.00 Total: $56.00 n,96' .34/09 7-:11 i.i. TO:AL i.{ . O0 doc: Receipt -06 Printed: 04 -09 -2008 INSPECTION NO. INSPECTION RECORD Retain a copy with permit P666-1 12 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206)431 -3670 Projeycb j T/ ?/&ti7 /l JAy /5 Type of Inspection: it- Nr71— Pl c'm 6 Address: 5 U& 1n/4 J/ Date Called: Special Instructions: Date Wanted: 7 •- 1 (,,•- ..c-? C.II; p.m. Requester: Phone yz "5 3146 --17 - Approved per applicable codes. El Corrections required prior to approval. COMMENTS: / -I<=r ;4 //di) Inspector: Date: 7/ $60.00 INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid a 300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: !Date: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retainia copy with permit • 1 1 1 1-741 a PERMIT NO. (206)431 -3670 Project Type of spectio Address: .54/4 of"sq /7 Date Called: Special Instructions: Date Wanted: _ a. Requester: Phone No: //z3 —S39 — /75 ElApproved per applicable codes. O Corrections required prior to approval. COMMENTS: I%7 reGdy 1 Inspector: Date: 7//6.e ri $60.0 t ' (INSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ,a &8 - //Z PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V.- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Projec A Ni /,u7/ /f /�/viti 5 Type Inspeecctio : • �(/ , ? %v Addr ss: Date Called: Special Instructions: Date Wanted •=2 r_ D� Vim' Cps: Requester: Phone V2 -3 V6 —/-75 ® Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 0/C Inspector:� Date: 0 $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 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 f 17o 'i- t J. Project: A 1 f Type of Inspection: Address: S4/6 Ma11 Date Called: Special Instructions: . t Date Wanted: 6 /6f /or p.m. Requester: Phone No , .2� Vi /793 EiApproved per applicable codes. Corrections required prior to approval. COMMENTS: pap 01.-v £k- 4 Inspector: Date: 6_ 6,...7.015 ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1- 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3 Project: n Type oofffIInspectlon: Los/ e Address: .u6(r4() Date Called: Special Instructions: Date Wanted: 0 7-r` . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Inspector: NSP OO S Date: / 57Z /D $58.00 ECTION FEE REQUIRED. Prior o inspection, fee must be paid at Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: i INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1" 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (2 06)43 1 -3670 Pbos-ita Project: H 2.1 irf 1 E. n ` 46v F Typ Insp'eActiionnt, r Gt/«' uJ Add�ss;� C Date Called: Special Instructions: Date Wanted: '2g3 —OP, - P.m. Requester: Phone No Approved per applicable codes. Corrections required prior to approval. COMMENTS: /M,,4 Inspector: $58.0 paid Date: / ./C)i'd INSPECTION FEE REQUIRED. Prior o inspection, fee must be 6300 Southcenter Blvd., Suite 100. Call the schedule reinspection. Receipt No.: Date: BACKFLOW ASSEMBLY TEST REPORT BATman Tasting_ 13ACISFLOW ASSEMI3LY TESTING AND REPAIR 60-11 CUSTOMER 1 FACILITY NAME Auntie Anne s Pretzels CONTNT / OVER NAME WATER PUR11EW)R TUKWILA WATER UTILITY NEW CONSTRUCTION ASSEURRY / CUSTOMER WM PHONE NUMBER FAX NUMBER ( ) - ( ) - PURVEYOR CONTACT NAME Brian Stihl ►N Y • N SERVICE ADDRESS / METER NUMBER 546 Southcenter Mall CUSTOMER / OYNER / CONTACT MARO C+ ADDRESS PURVEYOR FAX NUMBER (206) 575 -3404 CITY / STATE Tukwila WA ZIP CODE 98188- are/ STATE 21P CODE - PURVEYOR EMAIL ADDRESS ASSEHALY MANUFACTURER WILKINS MODEL 975XL SERIAL NUMBER W352833 TYNE RPBA SIZE 1/2" DOWNSTREAM PROCESS POST MIX BEVERAGE LOCAnON OF ASSEMBLY Along North wall behind front wall CONFINED SPACE OYES ONO INSTALLATION TYPE 0 New • Existing • Replacement PREVIOUS MIKE / MODEL / SERIAL NUMBER DETECTOR READ N/A DOH APPROVED ASSEMBLY (WAY 111117 UST) ►T� YES • NO ORIENTATION H PROPER INSTALLATION ►� YES ■ NO WATER LIME PRESSURE VALVE POSITIONS PRIOR TO TESTING I SOV #1 ►.ION ■OFF SOV #2 II ON ►:OFF 65 PSIG INITIAL TEST RESULTS BAT CERTIFICATION B4536 TEST GAUGE PM Mid -West MODEL 845 -5 TEST AFTER REPAIRS /CLEANING RPBA CHECK VALVE #1 CLOSED TIGHT LEAKED RELIEF VALVE OPENED AT FAILED TO OPEN CHECK VALVE #2 CLOSED TIGHT LEAKED ACTUAL PRESSURE DROP ACROSS CHECK VALVE #1 PASSED TEST CLEAN / REPAIR: O see remarks APPROVED AIR GAP PSID PSID PHONE NUMBER ( ) - PSID ►�i CHECK VALVE ill CLOSED TIGHT • ■ LEAKED ■ 3.8 RELIEF VALVE OPENED AT PHONE NUMBER (206) 228 -1618 SIGNATURE PSID • FAILED TO OPEN • (1 HEREBY CERTIFY THAT I USED WAR: 246•290 -490 APPROVED TEST METHODS MO DIFFERENTIAL PRESSURE TEST EQUIPMENT FOR THE ABOVE TEST RESULTS) ! CHECK VALVE #2 CLOSED TIGHT ■ in 8.5 LF.AKFI) ■ ACTUAL PRESSURE DROP kCROSS CHECK VALVE #I OYES ■NO PASSED TEST ■YES ■NO ONO ONO OYES APPROVED AIR GAP ■YES DCVA CHECK VALVE ill CLOSED TIGHT LEAKED CHECK VALVE #2 CLOSED TIGHT LEAKED PASSED TEST PSID CHECK VALVE tl1 CLOSED TIGHT PSID PSID PSID ■ LEAKED ■ CHECK VALVE#2CLOSEDTIGHT U LEAKED U EYES ■NO PASSED TEST EYES ■NO CLEAN / REPAIR: • see remarks REMARKS Drain pipe for relief valve to be installed. VALVE POSTIONS AFTER TESTING ®OFF SOV#1 0 ON •OFF SOV#2 DON TESTER NAME Jason A. Moe BAT CERTIFICATION B4536 TEST GAUGE PM Mid -West MODEL 845 -5 SERIAL NUMBER 03051790 CALIBRATION DATE 01/11/08 REPAIRED BY N/A COMPANY NAME PHONE NUMBER ( ) - FINAL TEST BY N/A BAT CERTIFICATION TEST GAUGE AWE MODEL COMPANY NAME BATman Testing PHONE NUMBER (206) 228 -1618 SIGNATURE ----? - DATE TEST 07 /0 x/08 (1 HEREBY CERTIFY THAT I USED WAR: 246•290 -490 APPROVED TEST METHODS MO DIFFERENTIAL PRESSURE TEST EQUIPMENT FOR THE ABOVE TEST RESULTS) Alt KjraZan & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION July 7, 2008 RECEIVED JUL 15 2008 COMMUNITY DEVELOPMENT Mr. Gary Wolff Retail Contractors, LLC 17150 Tye St Se, Suite A Monroe, WA 98272 RE: In Process Inspection Report Auntie Anne's Pretzel's #546 Tukwila, WA Dear Mr. Wolff, KA No. 066 -08130 Permit No. PG 08 -112 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC ,rat,47,E6'076Q&-m--- Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08130 Break Template -. wrw.. , 111V. -/LL •a11Gy Ias us II LIG I•• ■, V0.111I0 IV 1, 1 uyalluF/, •vet, ■VJ/ 1, tLJsI JJJ —LJVV Project No. 066 -08130 Cyl. Code 80749 Pour Date 5/30/2008 Report No. 20835 Weather Overcast Jurisdiction City of Tukwila Project Auntie Anne's Pretzel's #546 Location 546 Southcenter Mall Tukwila Client Retail Contractors, LLC Permit No. PG 08 -112 Engineer Architect Contractor Gary Wolff Construction Field Data CYLINDER REPORT Concrete X Other Supplier Miles Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in.) (F) (F) (pcf) 1:15pm 41/2 76 58 Placement Area Location Concrete placed @ plumbing trenches. Sampled @ 1 yd /3.5yd total. Remarks Resteel & concrete placement completed per plans. Please refer to field report #82086 Inspector Steve Taylor Jr. Reported Batch Data Design Actual Weights Weights Mix No. 01500 Cem.lbs. 470 468 F. Ash lbs. C. agg. lbs. 1 1860 1885 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1520 1608 Water lbs. 32.4g 28.4g Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job (gals.) 1 Og Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 X ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80749 -1 6/6/2008 7 4.009 12.63 38145 3,020 1 TN 80749 -2 6/27/2008 28 4.019 12.69 59710 4,710 1 MT 80749 -3 6/27/2008 28 4.019 12.69 58710 4,630 1 MT 80749 -4 H 1 80749 -5 80749 -6 80749 -7 80749 -7 Remarks Results Reviewed By r< Codes for Break Types: Date Reviewed Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results X Conforming Non - Conforming 1: Cone 2: Cone & Split 3: Cone & Shear 4: Shear 5: Columnar (Split) Measurement Uncertainties: ASTM C -39 +1- 8% Fonn03101 Revision 3 Effective Date 5/12/04 The information provided on this report Is prepared for the exclusive use of the client. This report may not be reproduced In any format without the written permission of the client and Krazan & Assock aza"1 &ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION June 9, 2008 REC ri'!tO 'JUN •220 i; EV8E4v • Mr. Gary Wolff Retail Contractors, LLC 17150 Tye St Se, Suite A Monroe, WA 98272 1 +e RE: In Process Inspection Report Auntie Anne's Pretzel's #546 Tukwila, WA Dear Mr. Wolff, KA No. 066 -08130 Permit No. PG 08 -112 Enclosed are copies of the compressive strength test results regarding the above referenced project. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC coty-acr, Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08130 Break Template •...•r.A.. .aa r-147v • v..+wvv, • ..v. vrr ..s..■7 4,, .v..wv •..., ••■••■ •v •, • .. /.E. ...1•r, • ..., vv• •, VEIN YIN, VI .v mow—.. Project'No. 066 -08130 Cyl. Code 80749 Pour Date 5/30/2008 Report No. 20835 Weather Overcast Jurisdiction City of Tukwila Permit No. PG 08 -112 Project Auntie Anne's Pretzel's #546 Location 546 Southcenter Mall Tukwila Client Retail Contractors, LLC Engineer Architect Contractor Gary Wolff Construction Field Data Concrete X Other Supplier Miles CYLINDER REPORT Plant No. 201 Site Mix Mix Air Unit Slump Temp. Temp. Wt. Time Truck# Ticket # % Air (in:) (F) (F) (pcf) 1:15pm 4% 76 58 Placement Area Location Concrete placed @ plumbing trenches. Sampled @ 1 yd /3.5yd total. Remarks Resteel & concrete placement completed per plans. Please refer to field report #82086 Inspector Steve Taylor Jr. Reported Batch Data Design Actual Weights Weights Mix No. 01500 Cem.lbs. 470 468 F. Ash lbs. C. agg. lbs. 1 1860 1885 C. agg. lbs. 2 C. agg. lbs. 3 Sand lbs. 1520 1608 Water lbs. 32.4g 28.4g Air Ent. (oz) Other (oz) Other (oz) Other (oz) Other (oz) Water Added on Job Sgals.) 10g Field Test Methods X ASTM C143 ASTM C138 X ASTM C1064 X ASTM C173 X ASTM C31 ASTM C172 OTHER ASTM C231 Laboratory Data Design Strength 3,000 @ 28 days Date Specimens Rec'd. Cyl. Test Field Max. Comp. Tested Break Code Date Cure Age Dim. Area C.F. Load Str. (psi) Set # By Type 80749 -1 6/6/2008 7 4.009 12.63 38145 3,020 1 TN 80749 -2 6/27/2008 28 1 80749 -3 6/27/2008 28 1 80749 -4 H 1 80749 -5 80749 -6 80749 -7 80749 -7 Remarks CC// Results Reviewed By 1P Date Reviewed Codes for Break Types: 1: Cone 2: Cone & Split Measurement Uncertainties: ASTM C -39 +1- 8% Form 03101 Revision 3 Effective Date 5/12/04 The Informetbn provided on this report Is prepared for the exclusive use of the dent. This report may not be reproduced In any format wt pout the written permission of the client and Krazan d Assod; Laboratory Test Methods X ASTM C39 ASTM C109 ASTM C617 X ASTM C1231 ASTM C780 Other Test Results Conforming Non - Conforming 3: Cone & Shear 4: Shear 5: Columnar (Split) Ai 114.7 ilia; _MOW% 'ma - aza1 & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING RECEIVtbNSTRUCTION TESTING & INSPECTION June 9, 2008 vv `� UUN13MR COME . DEVELOF , "L:'u 1" Mr. Gary Wolff Retail Contractors, LLC 17150 Tye St Se, Suite A Monroe, WA 98272 RE: Special Inspection Auntie Anne's Pretzel's #546 Tukwila, WA Dear Mr. Wolff, KA No. 066 -08130 Permit No. PG 08 -112 In accordance with your request and authorization, our firm performed special inspections for the above - referenced project. The inspections were performed by our inspectors on May 30, 2008. Copies of our inspector's field reports are attached. Unless otherwise indicated, the structural activities noted on the attached daily field reports were in accordance with the approved project plans and specifications. A guarantee that the contractor has necessarily constructed the structure in full accord with the plans and specifications is neither intended nor implied. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939 -2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC n B-J ttlbb» `` Kathryn E. Gordon Project Manager Puyallup Division CC: City of Tukwila Offices Serving The Western United States 922 Valley Avenue NW Suite 101 • Puyallup, Washington 98371 • (253) 939 -2500 • Fax: (253) 939 -2556 08130 DFR Template azaZ & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL, ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: Jr /,3O 20023 PROJECT #: 0 - Dfj /,33 PROJECT: /U� LOCATION: 6 ,__ Gtl�7 Je!/lfL°r KRAZAN PROJECT MANAGER: 6 CONTRACTOR: FIELD REPORT NO: 8 2 0 8 5 Z06/1 JURISDICTION: 7 4 &.i, /& &4I PERMIT #: �� Q�j' -!l2 INSPECTOR: S1jC,i9vlp/r. WEATHER: aerel.47- TEMP:3 °F reu tied .,61.Q ./14/free-e--e 4,■/Qir . 4,41 elso,74e. Equipment/Asset Number(s): To the best of my knowledge, the ab Superintendent /Representative: 1501 Field Repon.doc AS NOT performed in accordance with the approved plans, specifications, and regulatory requiremV Tec Serving the Western United States Revision I Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. �,..■ =-. mrazan & Associates, Inc. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING AND INSPECTION DATE: 5/30/200A PROJECT #: 00(0 - 130 PROJECT: LOCATION: a 1.� 1' KRAZAN PROJECT MANAGER: Air FIELD REPORT NO: 8 2 0 8 6 CONTRACTOR: avt, J)/41 JURISDICTION: T fl PERMIT #: C.. c - // INSPECTOR: _54bdT,y.y!! l0sp WEATHER: gUef TEMP: 65 ®f'' OA 5de _ .re9tc.es (bi4f-rttr r- 7fr 2. t/ /'l . ./ w75 k;./r,i,efL 7/v./z4 4-t. a/ , ( ( 1 IFrte i • • 4 • ■ �LL.ct f01 - 5 . 3'V Equipment/Asset Number(s): To the best of my knowledge, the abo Superintendent /Representative: AS NOT performed in accordance with the approved plan 1501 Field Reporr.doc Tech Serving the Western United States ations, and regulatory requirerr. Revision 1 Effective Date: 5/25/05 The information provided on this report is prepared for the exclusive use of the client. This report may not be reproduced in any format without the written permission of the client and Krazan & Associates. Model RP -4 RP-7 RPM 10 P• 5 RP -20 P- 5 RP -35 RP -50 RP= 20 -L0" RP- 35 -L0• RP= 50 -LO* Intermmittent rlow GPM 4 7 10 1 j 20 2 35 50 20 35 50 Grease Capacity 81b: 141b. 201b. Ib. 401b: 01b. 701b. 1001b. 401b. 701b. 1 OOIb. LARGE CAPACITY INTERCEPTORS RP -75• RP -100' RP -125` RP-150* RP -200* RP -250* RP -300* IRP =350* RP -400* RP -450• RP -500* 75 100 125 150 200 250 300 350 400 450 500 1501b. 2001b. 2501b. 3001b. 4001b. 50016: 6001b. 7001b: 8001b. 9001b. 100016. on -listed unit ball iNaccordonce: t'. with PDIzGi1101 fl .at-'4I, ard +wrtlrfno Mimed .w - b,bolt cover. securenrent "avoBab 'a' k..r +44ie v.et df.4GW 't - _ "iP:WN:A. Pipe Si :e 2" 2" .3" 4" 3" 4" 4" 4" 4" 4" 4" 4" 4" 4" 6" 6" 6" 6" Top to Center ofilele`t'8'Ootlet 3'S 3.5" .3.5" 3.5 '3.5" 45" 4S 4.5" 3.5" 4.75" 5" 6" 6" 8" 10" 8" 9" 9" .9" 8" 8" 8" Side to 'tenter_ '8, (Outlet B 5125" 5.125" 6:125" .12" '8" .62," 8:625" 10.625" 10.125" 10.125" 10.125" 12.625" 15.625" 18" 18" 21" 21" 27" 27" 28.5" 28.5" 28S Bottom 'to tenter rf lnrelA `Genet C 7" 9.5" '9.5" 9.'' 1 9.5" 1, ' 17,5" 17.5" 6.5" 8.5" 11" 26" 26" 28" 30" 32" '54" 44" 54" 53" 54" 55" Wid;h Ip 13" 13" 15" Length E 18" 18" 20" Height F 103" 13" 13" 7" ' 5" 13' 18.75" 27" 13" 0" 6" 18" 20" 24" 23" 23" 23" 28" 34" 36" 36" 42" 42" 54" 54" 57" S7"" 57" 28.5" 30" 32" 39" 52:25" 38" 42" 45" 52" 61" 61" 71" 71" 86" 86" 86" 22" 22" 10" 13.25" 32" 32" 36" 40" 40" '63" 53" 63" 61" 62" 63" ,Shipping weight 401b. 521b. 551b. Ib. 801b. 51 13016. 1541b. 1301b. 1651b. 21016. 2651b. 320Ib. 4811b. 51816: 6431b. 9691b. 1,1241b. 1,2651b. 1,400b. 1,47516: 1,5001b. Job Specification: Grease interceptors shdll be Rockford Interceptors as 'manufactured by Rockford Sanitary Systems, Inc., Rockford, Illinois; and las noted on plans: Interceptor Spec cations: Furnish Rockford Model RP• PDI listed (thru 50 GPM only) all- welded steel' interceptors for on-the=floor, 'partially 'recessed, or flush=with-floor ,installation, intermittent flow, Ib- 'grease,capacity, _ _ " no -hub inlet land outlet connections, flow control device, removable nonskid diamond treadplate cover for flush- with -floor installation Suitable for pedestrian traffic or reinforced :forlight traffic, secured with stainless steel flat hood tam, heavy -duty leakproof gasket. Units 'are furnished standard with enamel coating inside and outside. Supplied standard with air'relief bypass: Bituminous -coating outside for 'recessed installation 'optional at no extra charge- ,Optional Features: Tapped inlet /outlet connections, epoxy'coating, integral extensions, and stainless ,construction: FOR SOLID WASTE INTERCEPTORS; SEE RPS SERIES PAGE.4O. 5159 28th Avenue* 61109'•'815.2293077* FAX 815.22945108 • www.rkfdseparaton:com • rssem@rkfdseparators.com Interceptors are mainly used for one product. There are grease interceptors, solids interceptors, hair interceptors, lint interceptors, etc....but each unit can only be used for its intended purpose. In some cases, a combination of two units is required. Example: A solids interceptor should be used in front of a grease interceptor. All interceptors require an external flow control in front of it. Some will have a restrictor on the inlet of the interceptor and call it a built -in flow control. It is still on the front end of the interceptor and does not allow the waste to enter the interceptor unobstructed. External flow controls are nothing more than a blockage in the inlet line. GREASE INTERCEPTOR SIZING — PDI METHOD THREE COMPARTMENT SINK 1st - determine the cubic content of the fixture by multiplying length x width x depth. 2nd - divide that by 231 (231 cubic inches =1 gallon) to get the gallon capacity of the fixture. Example: 1- three compartment sink 20 x 20 x 12 x 3 = 14400 cu in = 62.34 Gal 231 231 For an interceptor, the unit needs a gpm rating equal to or greater than 75% of the fixtures capacity. Example: 62.34 gallons x 75% = 46.76 gpm which would be a 50 gpm unit with a 1 minute drain down time. With a 2 minute drain time a 25 gpm unit can be used with its appropriate flow control device installed. PLEASE NOTE: The flow control fitting must be in place for these units to operate as designed! For installations where a dishwasher is installed please contact Rockford Separators or your local manufacturer's representative. HOW TO CLEAN THE INTERCEPTOR ALL MODELS For a passive grease interceptor to perform as designed, a strict maintenance schedule must be followed. If adequate maintenance is not performed, excessive grease buildup will occur until water, laden with grease, passes directly through the unit. Therefore, no matter how efficient the design or how proper the installation, these units perform only as well as the maintenance routine allows. Cleaning and Maintenance Instructions should accompany every interceptor. It is a good practice to have a copy of the cleaning instructions located near the interceptor, directing the user on the proper operation /cleaning methods. 1. Remove floating grease. 2. Remove solids from the bottom of the unit. 3. Inspect gasket for damage and replace if necessary. 4. Replace cover and secure cover tightly. 5. Grease and other waste matter that has been removed from the interceptor should not be introduced into any drain, sewer, or natural body of water. This waste matter should be placed in proper containers for disposal. Note: Cover gaskets are necessary to seal against gases and to prevent overflows. They must be heavy and elastic enough to give easy sealing. Interceptors are not pressure vessels. Covers should be easily removable. When an interceptor is set in the floor, stainless steel bolts should be used (brass bolts are too easily stripped; steel bolts become rust locked). NOTE: Interceptors not easily opened for cleaning will not be cleaned regularly. Many products are sold as aids to seemingly clean grease interceptors. These include acids and caustics with known hazards in handling, or so- called "miracle enzymes" with limited conditions and special instructions. These type of products are NOT RECOMMENDED because of the damage they can do to the interceptor, as well as the fact that the interceptor catches the grease at the point of use to be disposed, and not to give the user a vessel to add chemicals into the waste stream. FOR SOLID WASTE INTERCEPTORS, SEE RPS SERIES PAGE.40. 5159 28th Avenue • Rockford, IL 61109 • 815.229.5077 • FAX 815.229.5108 • www.rkfdseparators.com • rssem @rkfdseparators.com Page.35 ROCKFORD SEPARATORS GREASE INTERCEPTORS TESTED & CERTIFIED ro PDI-G101 WestRe1t Southcenter RE `ATRAPAINTENANP_0.,„Gi4MYx �4,, JANUARY130 2 00 8 PURPOSE: The intent of this program is to provide maintenance guidelines for any new food -use retailer utilizing a grease trap in place of a grease interceptor so as to minimize health, safety and environmental concerns. POLICY: All new retailers utilizing a grease trap in place of a grease interceptor will be required to contract the services with a Landlord- required grease waste contractor. Each store will have their grease trap maintained (as per the details below) a minimum of every two months. Proof of service should be kept on -site as well as copied to the mall management office (directly from the contractor). There shall also be placed on -site (and available at Landlord's request), a grease trap maintenance log which the contractor will complete upon each bi- monthly service. PROCEDURE: Below is the procedure for grease trap cleaning and recycling to be provided by a required vendor (see sample proposal attached): 1. Removal of all waste from grease traps. 2. Contractor will utilize a portable pumping system when necessary. 3. The grease traps will be backfilled after cleaning to insure proper draining. 4. Contractor will not use any biodegradable or chemicals that might temporarily break up grease but lead to re- coagulating later on. 5. An inspection and service report will be left at each location. 6. Customers will be required to provide a regular cleaning schedule. 7. All customers will be contacted prior to each service. 8. Westfield will be included with a copy of the services by email or fax. COMPLIANCE Fines will be levied for non - compliance. If our Maintenance Engineers or contracted vendor is denied access to the space during the scheduled removal or during an emergency removal, a $100 fine for each instance will be levied for each occurrence. Pros - /l2 Dear Andrew, Baker Commodities Inc. would like to thank you for consideration or our company. Our goal is to provide the best possible service for your grease trap needs. As per our conversation we can schedule and maintain all of your new locations needs. Services for the grease traps will include: • Removal of All Waste from the grease traps. • All waste is pumped into a holding tank on our trucks and then brought back to our plant for onsite recycling. • If trap' is too far from the truck we use a portable pumping system. • This system is then wheeled back to the truck and pumped into our holding tank.' • The grease traps will be backfilled after cleaning to insure proper draining. • Baker Commodities Inc. does not use, sell, handle, or recommend the use of chemicals and /or "bio- degradable" products. • Please advise the restaurant owners that you do not want these types of product used. • An inspection and service report will be left at each location. • Customers will be required to provide a regular cleaning schedule. • All customers will be contacted prior to each service. • Westfield will be included with a copy of the services by e-mail or fax. If you have any question or concerns please do not hesitate to give us a call @ 206 - 243 -7387 Thanks, Jim Hodge Baker Commodities Inc. Seattle Division BAKER COMMODITIES INC. Qualify cud Pride... Ulonedwide P.O. Box 58368, Seattle, WA 98138 (206) 243 -7387 FAX (206) 243 -3412 6oi dell aseaio :JagwnN coeds :aweN a911e192J Date Amount of Grease Removed Repairs /Remarks Contractor Signature 6oi dell aseaio :JagwnN coeds :aweN a911e192J May 6, 2008 • Cizy of Tukwila • Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Gary Wolff PO Box 730 Lake Stevens, WA 98258 RE: CORRECTION LETTER #1 Plumbing /Gas Piping Application Number PG08 -112 Auntie Anne's Pretzels — 546 Southcenter Mall Dear Mr. Wolff, This letter is to inform you of corrections that must be addressed before your plumbing 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 Public Works Department. At this time, the Building department has no comments. Public Works Department: Joanna Spencer at 206 - 431 -2440 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) complete 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, &AA idt,64- Brenda Holt Permit Coordinator encl xc: File No. PG08 -112 P:\Permit Center \Correction Letters \2008\PG08 -112 Correction Ltr #1.DOC wer 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT COMMENTS DATE: May 05, 2008 PROJECT: Auntie Anne's Pretzels 546 Southcenter Mall PERMIT NO: PG08 -112 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Please submit spec /cut sheet for proposed "under the sink" grease interceptor unit. P: joanna/comments 1 PG08 -112 Joanna Spencer - RE: Westfield tenants. hook up to a grease trap and not toanou grease interceptor Page 1 From: "Marcia Peddicord" < mpeddicord @us.westfield.com> To: "Joanna Spencer' <jspencer @ci.tukwila.wa.us> Date: 04/04/2008 4:38 pm Subject: RE: Westfield tenants that hook up to a grease trap and not toanoutside grease interceptor Same situation although Kudo Beans would be connected to Landlord's grease waste vault serving the East side of the Food Court. Kudo Beans is not a "cooker ", so shouldn't generate very much grease, but will still have food prep. Marcia Peddicord Southcenter Expansion - Seattle 633 Southcenter, Trailer #3 Seattle, WA 98188 Phone: 206 - 802 -6071 Fax: 206 - 246 -7043 Cell: 818- 402 -8923 Personal Cell: 724 - 321 -6541 mpeddicord @westfield.com Original Message From: Joanna Spencer [mailto :jspencer @ci.tukwila.wa.us] Sent: Friday, April 04, 2008 4:30 PM To: Marcia Peddicord Subject: RE: Westfield tenants that hook up to a grease trap and not toanoutside grease interceptor Marcia: Thanks, this clarifies my concerns. How about KUDO BEANS @ FC -14 ? Joanna »> "Marcia Peddicord" < mpeddicord @us.westfield.com> 04/04/2008 4:28 pm »> Chicken Now, FC -11, is connecting to the line that runs to Landlord's grease waste vault that serves the west side Tenants of the Food Court and is exterior of the building. I have requested that list (who goes to which grease waste vaults) and should have it for you - hopefully - by next City meeting. But, as a rule, all Restaurants and all Food Court Tenants will connect to one of several grease waste vaults. Also, the Tenants on the east side close to JC Penney's (such as Starbucks 1047 and Auntie Anne's 1120) will be connected to their own Landlord provided grease waste vault. Only a few Tenants, who have very little to no grease, are in -line and not close to a connection point for the grease waste vaults (i.e. 555 Godiva, 546 Auntie Anne's and 856 Teavana) and possibly a few "wet kiosks" will have their own small "under the sink" interceptors. PERMANENT FILE COPY PERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: PG08 -112 DATE: 05 -07 -08 PROJECT NAME: AUNTIE ANNE'S PRETZELS SITE ADDRESS: 546 SOUTHCENTER MALL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: Building Division n 6*4,0- b Fire Prevention Structural n Planning Division nPermit Coordinator n n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n DUE DATE: 05-08-08 Not Applicable n 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 R Structural Review Required REVIEWER'S INITIALS: n No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 06-05-08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip.doc 2 -28 -02 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -112 DATE: 04 -09 -08 PROJECT NAME: AUNTIE ANNE'S PRETZELS SITE ADDRESS: 546 SOUTHCENTER MALL X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: BuiI ing Division Pt, blic W rks \A- S (yY AA A Di ' ki 06 Fire Prevention Structural Planning Division n Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 04 -1 5-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 05 -13 -08 Approved Approved with Conditions Not Approved (attach comments) Fi Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 5 -Go 'DS Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW Staff Initials:_/ Documents/routing slip.doc 2 -28 -02 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard; Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 =3670 Fax: 206 = 431 =3665 Web site: http : / /www.ci.tukwila..wa.us Steve Lancaster; Director REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: S 0 -S- Plan Check/Permit Number: (7 ( C) s - - ❑ Response to Incomplete Letter # Response to Correction Letter # ❑ Revision # - after Permit is 'Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: A 0 4 . „,, ," p l5 Pr 4 7 r 15 Project Address:_5i4_t 4_;4 L e eL,4a., - /ta,_I_) Contact Person: (fi c,,ry VV G) f ��- _ Phone Number: 4 15 _ --34/-L- ( % Summary of Revision: iN r r i✓1tereel-34.c. - - SL�€t , Mori e 1 - -� - .20 , I RCBep/tt r`ITti liLA MAY 0 7 2008 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision ki Received at the City of Tukwila Permit Center by: lk Entered in Permits Plus on \applications \forms= applications on lineGcvisibn submittal Created: 8 -13 -2004 Revised: Look Up a Contractor, Electrician or Plumber License Detail Washington State Department of Labor and Industries 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. License Information License PLUMBPL947PL Licensee Name PLUMBING PRO'S LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602659236 Ind. Ins. Account Id PARTNER/MEMBER Business Type LIMITED LIABILITY COMPANY Address 1 12119 274TH AVE E Address 2 City BUCKLEY County PIERCE State WA Zip 98321 Phone 3608296539 Status ACTIVE Specialty 1 PLUMBING Specialty 2 UNUSED Effective Date 10/13/2006 Expiration Date 10/13/2008 Suspend Date Separation Date Parent Company Previous License Next License Associated License Business Owner Information Name Role Effective Date Expiration Date BRANCH, WILLIAM AGENT 10/13/2006 BRANCH, VIRGINIA PARTNER/MEMBER 10/13/2006 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Until Page 1 of 2 https: // fortress .wa.gov /lni/bbip /printer.aspx ?License= PLUMBPL947PL 05/27/2008 neral notes 1. E INFORMATION PROVIDED IN THIS DOCUMENT IS FROM DOCUMENTATION AVAILABLE AND MAY NOT REFLECT EXACT FIELD CONDITIONS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY ALL INFORMATION. BRING CONFLICTS TO THE ATTENTION OF THE OWNERS REPRESENTATIVE AND OBTAIN APPROVAL FROM THE OWNERS REPRESENTATIVE OR AUTHORITY HAVING JURISDICTION PRIOR TO PROCEEDING WITH ALTERNATE METHODS AND /OR MATERIALS, ETC. 2. L DIMENSIONS ARE TO FACE OF STUD OF NEW WALLS, CENTER LINE OF DEMISING WALL, CENTER LINE OF COLUMN, OUTSIDE FINISH FACE OF EXISTING WALLS OR CORRIDOR FINISH FACE UNLESS NOTED OTHERWISE. 3. ¥WALL SHALL BE 5/8" TYPE "X" GYPSUM BOARD ON 4" OR 6" METAL STUDS AT 24" OC UNLESS NOTED OTHERWISE. GYPSUM BOARD SHALL BE TAPED AND SANDED TO 12' --0" ABOVE FINISH FLOOR AND READY TO RECEIVE PAINT. METAL GAUGE PER MANUFACTURERS RECOMMENDATIONS BASED ON HEIGHT UMITATIONS. VERIFY LOADING REQUIREMENTS FOR ALL WALLS WITH OWNER'S REPRESENTATIVE AND PROVIDE STEEL STUD GAUGE AND DEPTH ACCORDINGLY. SUBMIT CALCULATIONS BY STUD MANUFACTURER TO OWNER'S REPRESENTATIVE FOR REVIEW. 4. CONTRACTOR SHALL VERIFY EXISTING LOCATION OF MECHANICAL, ELECTRICAL, AND PLUMBING SERVICES AND EXTEND AS REQUIRED TO LOCATION SHOWN ON PLANS. REFER TO PLUMBING, AND ELECTRICAL DRAWINGS AND BIDDER DESIGNED MECHANICAL DRAWINGS FOR FULL SCOPE OF WORK. 5. ANY CONDUIT NOT USED SHALL BE CAPPED BELOW SLAB OR RUN ABOVE AND TERMINATED AS DIRECTED BY OWNERS REPRESENTATIVE AND SHOWN ON AS -BUILT DRAWINGS. 6. WHERE SUSPENDED CEILING GRID OCCURS WHITEBOX CONTRACTOR SHALL PROVIDE A COMPLETE SUSPENDED CEILING SYSTEM IN COMPLIANCE WITH GOVERNING CODE. REFER TO ADDITIONAL INFORMATION ON SMOKE MANAGEMENT REQUIREMENTS. UGHT FIXTURES, MECHANICAL SERVICES, PLUMBING AND SPRINKLER PIPES, CONDUITS, ETC. INSTALLED IN LETAL SUSPENSION SYSTEM FOR ACOUSTICAL TILES AND LAY-IN PANEL CEILINGS SHALL BE INDEPENDENTLY SUPPORTED FROM STRUCTURE ABOVE. 7. ALL MATERIALS AND WORK PERFORMED MUST BE IN STRICT ACCORDANCE WITH ALL APPUCABLE RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES, AND LAWS OF ALL LOCAL, CITY, COUNTY, STATE, AND FEDERAL ORGANIZATIONS HAVING JURISDICTION. 8. ALL EQUIPMENT, FIXTURES AND MATERIALS SHALL BE LISTED BY UNDERWRITERS LABORATORIES (U.L.) AND OWNERS REPRESENTATIVE INSURANCE CARRIER. 9. AS WORK PROGRESSES AND FOR THE DURATION OF THE CONTRACT, THE CONTRACTOR SHALL MAINTAIN A COMPLETE AND SEPARATE SET OF PRINTS OF THE CONTRACT DRAWINGS AT THE JOB SITE AT ALL TIMES. THE CONTRACTOR SHALL CLEARLY AND ACCURATELY RECORD ALL WORK COMPLETED AND ALL MODIFICATIONS AND CHANGES FROM THE ORIGINAL CONTRACT DRAWINGS. 10. THE CONTRACTOR SHALL PROVIDE PRODUCT DATA FOR EQUIPMENT SPECIFIED AND /OR SHOWN ON THE DRAWINGS. THE PRODUCT DATA SHALL BE AS PREPARED BY THE MANUFACTURERS, SUPPLIERS, AND VENDORS. THE CONTRACTOR PROVIDED SHOP DRAWINGS SHALL INCLUDE ACCURATE DETAILED DIMENSIONAL DRAWINGS, INCLUDING COMPLETE DESCRIPTIONS OF MATERIALS, INSTALLATION DETAILS AND MANUFACTURERS PUBLISHED PERFORMANCE DATA INCLUDING CHARACTERISTICS, CAPACITIES, AND ELECTRICAL REQUIREMENTS (INCLUDING WIRING DIAGRAMS). HEALTH AND SAFETY: 1. NE CONTRACTOR IS HEREBY NOTIFIED OF THE CITY'S REQUIREMENT OF FILING APPROPRIATE LICENSE AND INSURANCE INFORMATION (DOCUMENTS) WITH THE CITY PRIOR TO THE ISSUANCE OF PERMITS. 2. ALL CONSTRUCTION SHALL CONFORM TO ALL CURRENT GOVERNING CODES, ALL APPUCABLE ORDINANCES, REGULATIONS, THE SPECIFICATIONS AND THE DRAWINGS. 3. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY BARRIERS, UGHTING, COVERING, FIRE PREVENTION, NECESSARY FOR THE SAFETY OF ALL PERSONNEL AND THE PROPERTY THROUGHOUT THE ENTIRE PERIOD OF THE CONSTRUCTION CONTRACT. 4. SAFETY STANDARDS: IT IS THE INTENT OF THESE DOCUMENTS TO INCORPORATE THE SAFETY STANDARDS OF THE STATE AND THE CITY SUCH STANDARDS SHALL BE COMPLIED WITH WHETHER OR NOT SPECIFICALLY DETAILED. BUILDING AND DOCUMENTATION: 1. DO NOT SCALE DRAWINGS. CONTACT OWNERS REPRESENTATIVE FOR ADDITIONAL INFORMATION. COMMENCING WORK. NOTIFY OWNERS REPRESENTATIVE AND ARCHITECT IF METAL STUDS ARE NOTCHED OR MANIPULATED 2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR TO START OF CONSTRUCTION, IF DISCREPANCIES ARE FOUND, THE OWNER SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO COMMENCING WORK. 3. MECHANICAL AND ELECTRICAL DRAWINGS: DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS AND THE CONSULTING ENGINEER'S DRAWINGS, IF DISCREPANCIES OCCUR IT SHALL BE BROUGHT TO THE OWNERS REPRESENTATIVE'S ATTENTION FOR CLARIFICATION PRIOR TO PROCEEDING WITH WORK. ANY WORK INSTALLED IN CONF'JCT WITH THE DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS /HER EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE OWNER. 4. DETAILS ARE NOT INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE JOB DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED AS PART OF THE WORK. OBTAIN OWNERS REPRESENTATIVE'S APPROVAL PRIOR TO PROCEEDING WITH DEVIATION FROM DETAIL(S). 5. PROVIDE APPROVED GALVANIC BARRIER BETWEEN ALL DISSIMILAR METAL WHICH ARE IN CONTACT. 6. VERIFY LOCATION AND SIZE OF ALL OPENINGS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE. 7. PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER AND DRYWALL SURFACES WHERE THEY TERMINATE OR MEET ANY OTHER MATERIAL. PROVIDE METAL CORNER BEAD AT ALL OUTSIDE CORNERS OF PLASTERED OR DRY WALLED SURFACES, UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL UTILITY LINES AND INTERCEPT AS REQUIRED AND TO KEEP ALL PIPING AS CLOSE TO WALLS AND AS HIGH TO UNDERSIDE OF ROOF AS POSSIBLE. FIRE PROTECTION / SPRINKLER SYSTEM: t ALL MALL SPECIALTY TENANTS ARE TO BE SEPARATED FROM ADJOINING MAJOR MALL TENANTS BY 1 -HOUR FIRE RESISTANCE RATED CONSTRUCTION TO UNDERSIDE OF DECK. 2. VERIFY EXISTING TENANT DEMISING WALLS WITH METAL STUDS EXTENDING TO METAL DECK WITH 5/8" "TYPE X" GYPSUM BOARD ON EACH SIDE TO ROOF DECK. 3. WHERE A SPECIALTY TENANT INSTALLS A CEILING, THE SPRINKLER HEADS MUST BE DROPPED TO THE SPACE SERVED. 4. ONE FIRE EXTINGUISHER WITH BE PROVIDED FOR EVERY 3000 SQUARE FEET (OR 1500 SQUARE FEET FOR 'ORDINARY HAZARD OCCUPANCY) OF FLOOR AREA (BASED UPON A MINIMUM 2A RATING) AND SUCH THAT THE TRAVEL DISTANCE FROM ANY POINT WITHIN A SPACE TO A FIRE EXTINGUISHER DOES NOT EXCEED 75 FEET. 5. ALL INTERIOR FINISHES WILL COMPLY WITH CHAPTER 8 - "INTERIOR FINISHES" OF THE 2006 IBC AND COMBUSTIBLE INTERIOR FINISH PRODUCTS SHALL BE PROVIDED PER THE REQUIREMENTS OF THE RESPECTIVE CODE THAT THE PROJECT IS BEING PERMITTED UNDER. PROVIDE VERIFICATION AT THE TIME OF FINAL INSPECTION THAT THE PRODUCTS COMPLY WITH THE REQUIREMENTS. 6. THE ENTIRE BUILDING IS FULLY SPRINKLED. HOWEVER HEADS AND PIPING MAY HAVE TO BE ADDED AND /OR RELOCATED DUE TO TENANT DEMISING WALL /CEILING LAYOUT. ALL SYSTEMS WILL BE DESIGNED IN ACCORDANCE WITH NFPA 13, "INSTALLATION OF SPRINKLER SYSTEMS ", AND CHAPTER 10 "FIRE - PROTECTION SYSTEMS AND EQUIPMENT', 1996 BOCA FIRE PREVENTION CODE WITH ROBERTSON FIRE PREVENTION AMENDMENTS, "ST. LOUIS MILLS : MALL SPECIALTY TENANT CODE CONCEPT AGREEMENTS ", BY CODE CONSULTANTS, INC." AND ALL LOCAL STANDARDS AND GUIDELINES. CONTRACTOR SHALL COORDINATE ALL SYSTEM SHUT DOWN WITH OWNERS REPRESENTATIVE. CONTRACTOR SHALL PLAN WORK TO MINIMIZE DOWN TIME. THE FIRE MARSHAL SHALL BE NOTIFIED BEFORE SHUT DOWN OF FIRE PROTECTION SYSTEMS AND, AGAIN NOTIFIED, WHEN THE SYSTEM IS RESTORED TO OPERATION. THE SPRINKLER CONTRACTOR SHALL RESTORE THE SYSTEM TO SERVICE EVERY NIGHT. ANY MODIFICATIONS MADE TO SPRINKLER SYSTEM TO ACCOMMODATE TENANT SHALL COMPLY WITH THE FOLLOWING: 1. FIRE SPRINKLER CONTRACTOR SHALL PROVIDE AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM, WHICH IS DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL FIRE MARSHAL, NFPA 13, AND THE 2006 IBC FIRE PREVENTION CODE WITH ROBERTSON FIRE PROTECTION AMENDMENTS. 2. SPRINKLERS SHOP DRAWINGS SHALL BE IN ACCORDANCE WITH CHAPTER 9, FIRE PROTECTION SYSTEMS, OF 2006 IBC, FIRE PREVENTION CODE WITH ROBERTSON FIRE PROTECTION AMENDMENTS AND INCLUDE A HYDRAULIC COVER SHEET AND WATER SUPPLY GRAPH SHEET WITH THE SPRINKLER DEMANDS REFERENCED ON THE GRAPH SHEET. SPRINKLER SHOP DRAWINGS AND HYDRAULIC CALCULATIONS SHALL BE FORWARDED TO "CODE CONSULTANTS, INC." FOR REVIEW AND APPROVAL PRIOR TO FABRICATION AND INSTALLATION OF THE SPRINKLER SYSTEM PIPING. EXISTING SPRINKLER HEADS LOCATED ABOVE RETAIL SPACE WITH DROP CEILING SHALL BE RETAINED. AFTER APPROVAL BY "CODE CONSULTANTS, INC ", APPROVED SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY BUILDING DEPARTMENT AND FIRE MARSHAL FOR FINAL CHECKING AND APPROVAL PRIOR TO ANY FABRICATION AND INSTALLATION OF THE SPRINKLER PIPING SYSTEM. 3. THE FIRE SPRINKLER CONTRACTOR SHALL PROVIDE DROPS OR TIE -IN TO BUILDING SPRINKLER SYSTEMS FOR CEIUNG -LEVEL SPRINKLER PROTECTION FROM THE TENANT ZONES ONLY. THE FIRE SPRINKLER CONTRACTOR SHALL CONNECT TO TENANT SPACE'S ROOF LEVEL ZONES ONLY AND NOT TO THE MALL SPRINKLER ZONES. 4. ALL FIRE SPRINKLER WORK UNDER THE WHITE BOX CONTRACT SHALL BE PERFORMED BY THE OWNER'S FIRE SPRINKLER CONTRACTOR, OR AS APPROVED IN WRITING BY THE OWNER REPRESENTATIVE. 5. ALL SPRINKLER PIPING, FITTINGS, HANGERS AND SPRINKLER HEADS SHALL BE IN CONFORMANCE WITH NFPA 13 AS REFERENCED BY 2006 IBC FIRE PREVENTION CODE WITH ROBERTSON FIRE PREVENTION AMENDMENTS AND "ST. LOUIS MILLS: MALL SPECIALTY TENANT CODE CONCEPT AGREEMENT BY "CODE CONSULTANTS, INC. ". 6. CONTRACTOR SHALL SECURE AND PAY FOR ALL ADDITIONAL PERMITS, FEES, INSPECTIONS, AND TESTS, AS REQUIRED BY THE OWNER REPRESENTATIVE. ALL SPRINKLER HEAD LOCATIONS MUST BE COORDINATED WITH ELECTRICAL AND HVAC CONTRACTOR'S AND THE ARCHITECT'S DRAWINGS FOR CEIUNG HEIGHTS. 7. PIPING SHALL MEET APPUCABLE ANSI OR ASTM STANDARDS REQUIREMENTS AND SHALL HAVE MANUFACTURER'S NAME AND STANDARD MARKED ON EACH LENGTH. JOINTS SHALL MEET APPUCABLE ANSI OR ASTM STANDARDS REQUIREMENTS WHERE ANSI OR ASTM STANDARDS DOES NOT EXIST, JOINTS AND FITTINGS SHALL BEAR U.L. USTING SYMBOL. 9. COMBUSTIBLE OR FLAMMABLE WASTE MATERIAL OR RUBBISH OF ANY KIND SHALL NOT BE PERMITTED ON ANY YARD, VACANT LOT OR OPEN SPACE. COMBUSTIBLE DEBRIS, RUBBISH AND WASTE MATERIAL SHALL NOT BE ACCUMULATED WITHIN BUILDINGS. RUBBISH AND WASTE MATERIALS SHALL BE REMODELED AS OFTEN AS PRACTICAL. 10. NO HAZARDOUS MATERIALS WILL BE STORED OR USED WITHIN THE BUILDING WHICH EXCEED THE QUANTITIES LISTED IN CHAPTER 4, "SPECIAL OCCUPANCY", OF THE 2006 IBC. 11. ALL GYPSUM BOARD SHALL BE 5/8" TYPE "X ". EXCEPTIONS MUST BE APPROVED IN WRITING BY THE OWNERS REPRESENTATIVE. 12. ALL DECORATIONS SHALL BE NON- COMBUSTIBLE OR FLAME- PROOFED IN AN APPROVED MANNER BY GOVERNING CODE, INCLUDING BUT NOT LIMITED TO CHAPTER 7, "FIRE RESISTANT MATERIALS AND CONSTRUCTION ", OF THE 2006 IBC. IT SHOULD BE UNDERSTOOD THAT THE INTEGRITY OF THE SMOKE CONTROL ZONES, THAT ARE PROVIDED FOR THIS PROJECT, MUST BE PROTECTED AND MAINTAINED. 13. SOFFITS WILL REQUIRE FIRE SPRINKLER PROTECTION BELOW, IN ACCORDANCE WITH NFPA 13 AND PER THE GUIDELINES PROVIDE BY "ST. LOUIS MILLS" FIRE PROTECTION AND UFE SAFETY ANALYSIS," BY "CODE CONSULTANTS, INC. ". IF CEILING TILES ARE TO BE INSTALLED, THE APPROVED "FORMULA" FOR THE AMOUNT OF OPEN TRANSFER OF 10% FREE OPEN AREA WITH 1O' -0" MAXIMUM SPACING BETWEEN ALUMINUM EGG CRATE WILL BE PROVIDED. 14. THE MATERIALS ON TENANT DEMISING PARTITIONS, UNLESS IT'S A REQUIRED OCCUPANCY SEPARATION, SHALL BE NEW U.L. LISTED AND OWNERS REPRESENTATIVE INSURANCE CARRIER APPROVED FOR THEIR INTENDED USE. 15. FOR ALL RETAIL TENANT AREAS THAT ARE ORDINARY HAZARD: FLAME SPREAD FOR THE FINISH MATERIAL FOR INTERIOR WALLS AND CEILING SHALL COMPLY WITH CHAPTER 8, "INTERIOR FINISHES" 2006 IBC FIRE PREVENTION CODE WITH ROBERTSON FIRE PREVENTION AMENDMENTS, "ST. LOUIS MILLS: MALL SPECIALTY TENANT CODE CONCEPT AGREEMENTS ", BY CODE CONSULTANTS, INC. AS APPROVED BY ALL LOCAL STANDARDS AND GUIDELINES. DOORS /EXITING: 1. ALL DOORS SHALL COMPLY WITH "MEANS OF EGRESS DOORWAYS ", FIRE PREVENTION CODE WITH ROBERTSON FIRE PREVENTION AMENDMENTS AND THE AMERICAN NATIONAL STANDARD ICC /ANSI A117,1, 2003 EDITION. 2. "LOCKS AND LATCHES ", "ALL MEANS OF EGRESS DOORS SHALL BE READILY OPEN ABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT ". ":"•_'JSH AND SURFACE BOLTS ", "MANUALLY OPERATED EDGE OR SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS OR ANY OTHER TYPE OF DE` "CE, NAT MAY BE USED TO CLOSE OR RESTRAIN THE DOOR OTHER THAN BY OPERATION OF THE LOCKING DEVICE SHALL NOT BE USED. WHERE EXIT DOORS ARE 1.K-7C: IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF HAVING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOORKNOB /LEVER OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE THAT ONE OPERATION." 3. ALL EXITING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF "SPECIAL USE AND OCCUPANCY ", AND CHAPTER 10 , "MEANS OF EGRESS" 2006 IBC AND MALL SPECIALTY TENANT CODE CONCEPT AGREEMENTS, BY "CODE CONSULTANTS, INC." AS APPROVED BY THE CITY. 4. NUMBER OF EXITS: SPECIALTY TENANT SPACES WITH AN OCCUPANT LOAD OF GREATER THAN 50 PERSONS OR A TRAVEL DISTANCE WITHIN THE CUSTOMER AREA OF THE SPECIALTY TENANT SPACE TO THE MALL EXCEEDING 75 FEET ARE REQUIRED TO HAVE TWO EXITS. 5. ALL REQUIRED EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OF SPECIAL KNOWLEDGE OR EFFORT AND SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD ICC /ANSI A117.1 2003 EDITION. REFER TO GENERAL NOTES ON DOORS FOR ADDITIONAL INFORMATION. 6. PROVIDE ILLUMINATED EXIT SIGNAGE AND DIRECTIONAL SIGNS AND EMERGENCY LIGHTING AT ALL EXITS AS REQUIRED BY LAW. EXIT ILLUMINATION, EXIT SIGNAGE AND SEPARATE POWER SOURCES SHALL CONFORM TO THE REQUIREMENTS PER CHAPTER 10 2006 IBC. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS AND CIRCUITRY, AND FIXTURE SCHEDULE FOR SECONDARY BATTERY PACK) FIXTURES POWER SOURCES. CONTRACTOR SHALL COORDINATE THIS REQUIREMENT. ACCESSIBILITY: 1. ALL NEW FACIUIIES SHALL COMPLY WITH THE AMERICAN NATIONAL STANDARD ICC /ANSI A117.1 2003 EDITION. 2. PER 2006 IBC APPENDIX E AND WASHINGTON STATE ACCESSIBILITY CODE CONTROLS , OPERATING MECHANISMS AND HARDEWARE INTENDED FOR OPERATION BY THE OCCUPANT, INCLUDING SWITCHES NAT CONTROL LIGHTING AND VENTILATION AND ELECTRICAL CONVENIENCE OUTLETS IN ACCESSIBLE SPACES, ALONG ACCESSIBLE ROUTES OR AS PARTS OF ACCESSIBLE ELEMENTS SHALL BE ACCESSIBLE. ALL ACCESSIBLE ITEMS SHALL COMPLY WITH SECTION 308 "FORWARD REACH ": UNOBSTRUCTED: WHERE A FORWARD REACH 1S UNOBSTRUCTED. THE HEIGHT FORWARD REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FLOOR OR GROUND. FOOD SERVICE TENANTS: 1. ALL FOOD SERVICE OPERATIONS MUST SUBMIT DRAWINGS AND SPECIFICATIONS FOR REVIEW TO KING COUNTY HEALTH DEPT. ALL FOOD SPACES MUST COMPLY WITH THE FDA 2001 FOOD CODE AND ALL FOOD SAFETY STANDARDS REQUIRED BY KING COUNTY. FILE p41 Permft No, , refoo• PIar review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or off. Receipt o! approved Field-Conv and dons is acknowledged: Cry of Tukwila E TI.DINC DIVISION z ELECTRICAL: 1. ALL REQUIRED ELECTRICAL SYSTEMS TO BE BIDDER DESIGNED, AND SUBMITTED FOR REQUIRED PERMITING BY ELECTRICAL CONTACTOR. 2. SEE REFLECTED CEIUNG PLAN SHEET A -2 AND k -1 (THIS SET) AND COORDINATE ALL INTERFACING WORK WITH ELECTRICAL 3. ELECTRICAL CONTRACTOR TO INSTALL A STEP DOWN TRANSFORMER IF REQUIRED. 4. ELECTRICAL CONTRACTOR SHALL INSTALL ALL WORK PER STATE AND CITY CODES. 5. ELECTRICAL CONTRACTOR TO INSTALL Sc MAKE FINAL CONNECTION FOR ALL LIGHT FIXTURES. 6. SUBMIT CUT SHEET ON ALL EQUIPMENT AND MATERIALS TO TENANT FOR APPROVAL. 7. ELECTRICAL CONTRACTOR TO RUN ALL UNUSED LINES BACK TO SOURCE. 8. REFER TO TENANT HANDBOOK FOR ADDITIONAL ELECTRICAL DESIGN REQUIREMENTS. 9. ELECTRICAL CONTRACTOR TO WORK WITH TENANT IN THE INSTALLATION OF ALL TELEPHONE WIRING, SPEAKER WIRING AND COMPUTER WIRING. ALL TELEPHONE WIRING TO BE A SINGLE WIRE TO EACH STATION (IF REQUIRED BY OWNER & TENANT), MULTIPLE LINE WIRING TO CASH WRAP. SEE ELECTRICAL PLAN FOR LOCATIONS. HVAC: 1. ALL REQUIRED HVAC WORK TO BE BIDDER DESIGNED, AND SUBMITTED FOR REQUIRED PERMITING BY HVAC CONTRACTOR. 2. VERIFY ALL EXISTING H.V.A.C. CONDITIONS ON JOB & COORDINATE SCOPE OF WORK WITH OWNERS REPRESENTATIVE. OWNERS HVAC CONTRACTOR WILL PROVIDE AND INSTALL THE HEATIING AND COOLING UNITS. 3. REFER TO TENANT HANDBOOK FOR ADDITIONAL HVAC DESIGN REQUIREMENTS. 4. THE TENANT'S MECHANICAL CONTRACTOR TO CONTACT THE ON -SITE REPRESENTATIVE FOR REQUIRED INTERFACES TO THE LANDLORD'S CONTROL SYSTEMS AT THE TENANT'S EXPENSE. owner and general contractor notes: 1. CONTRACTOR TO VERIFY IF MALL TENANT HANDBOOK EXISTS AND I5 PART OF THE BID DOCUMENTS AND MUST BE REVIEWED IN ITS ENTIRETY. 2. CONTRACTOR IS TO EXAMINE THE SITE AND ALL EXISTING CONDITIONS. 3. IN THE EVENT ANY CONTRADICTION OCCURS WITHIN THESE PLANS, CODE INTERPRETATION OR EXISTING CONDITIONS, THE CONTRACTOR MUST NOTIFY TENANT AND ARCHITECT FOR REVIEW, CLARIFICATION OR CORRECTION. ANY WORK PERFORMED BY THE CONTRACTOR PRIOR TO THIS NOTIFICATION WILL BE AT THE CONTRACTORS SOLE EXPENSE AND RESPONSIBIUTY. 4. ALL WORKMANSHIP SHALL BE OF THE HIGHEST QUALITY. ALL WALL SURFACES SHALL BE FREE OF DEFECTS. SURFACES SHALL BE PLUMB, LEVEL AND TRUE, PROPERLY ALIGNED AND FORMED. 5. CONTRACTORS SHALL GUARANTEE ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR A PERIOD OF ONE YEAR, FROM THE DATE OF MOVE -IN BY THE TENANT, FOR THE COMPLETE WORK. 6. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. DIMENSIONS ON THE CONSTRUCTION PLANS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS OFF THESE PLANS. 7. GENERAL CONTRACTOR SHALL PROVIDE CUT SHEET ON ALL EQUIPMENT AND MATERIALS TO BE USED ON THIS PROJECT TO OWNER & TENANT FOR APPROVAL. 8. CONTRACTOR SHALL DISPOSE OF ALL MATERIALS GENERATED FROM WORK AND ANY DEMOLITION AND SHALL CLEAN ALL SURFACES PRIOR TO OCCUPANCY. 9. ALL CONTRACT DOCUMENTS ARE TO BE CONSIDERED AND INTERPRETED FOR BIDDING AND CONSTRUCTION PURPOSES AS A COMPLETE WHOLE. NO PART OF THE CONTRACT DOCUMENTS SHALL BE DISTRIBUTED, CONSIDERED OR USED IN ANY WAY INDEPENDENT OF THE COMPLETE SET OF DOCUMENTS. 10. THE ARCHITECT SHALL HAVE FINAL AUTHORITY WITH REGARDS TO INTERPRETATION OF THE INTENT AND SPIRIT OF THE CONTRACT DOCUMENTS. 11. CONTRACTOR AND SUBCONTRACTORS SHALL MARK DRAWINGS FOR AS-BUILTS. MECHANICAL AND ELECTRICAL SUBCONTRACTORS SHALL MAKE AS -BUILT REVISIONS TO THEIR DRAWINGS AND SUBMIT DRAWINGS TO OWNERS AS FINAL AS-BUILT DRAWINGS. 12. THE ARCHITECT ASSUMES NO RESPONSIBIUTY FOR NOR VERIFIES THE ACCURACY OF THE ENGINEERING OR DATA SUPPUED BY OTHERS. 13. ALL WORK TO CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2003 EDITION. 14. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK INCLUDING ADDITIONAL PERMITS AND SUBCONTRACTOR WORK. 15. GENERAL CONTRACTOR MUST CHECK IN WITH THE OWNERS ON SITE REPRESENTATIVE PRIOR TO WORK START. 16. ALL CEILING MATERIAL MUST HAVE CLASS "A" FIRE RATING. 17. SUPPORT WIRES FOR LAY -IN- CEIUNG GRID, UGHTS AND HVAC EQUIPMENT ETC. MUST NOT BE CONNECTED TO ANY OF THE OWNERS ELECTRICAL & PLUMBING & FIRE PROTECTION PIPING, MECHANICAL EQUIPMENT OR ROOF. 18. ALL SUPPORT WIRES MAY ONLY BE CONNECTED TO THE TOP CORD OF JOIST AND /OR STRUCTURAL MEMBERS. 19. ANY PENETRATION OR MODIFICATIONS TO STRUCTURAL STEEL OR CONCRETE SLAB MUST BE COORDINATED AND APPROVED THE OWNERS ON-SITE REPRESENTATIVE AND THE LANDLORD'S STRUCTURAL ENGINEER. FOR REPAIR OF ANY PENETRATIONS OR CUTS TO THE UNDER SLAB STEGO VAPOR BARRIER SEE SHEET A9.34 OF THE OWNERS CONSTRUCTION DRAWINGS. Vicintiy Map: Westfield Southcenter WORK. SEPARATE PERMIT REQUIRED FOR k viechanical ir Electrical 0 Plumbing ❑ Gas Piping au► D of Tukwila DIVISION BY site development information: PROJECT ADDRESS: LANDLORD/ OWNER: PROJECT DESCRIPTION: CONSTRUCTION TYPE: OCCUPANCY GROUP: LEASED SQUARE FOOTAGE: MECHANICAL, ELECTRICAL AND FIRE SPRINKLER SYSTEM MODIFICATIONS: project data: APPLICABLE CODES : HEAT SOURCE: ARCHITECT: RESTAURANT DESIGN: GENERAL CONTRACTOR: sheet index : key plan: WESTFIELD SHOPPING TOWN SOUTHCENTER 546 SOUTHCENTER MALL TUKWILA, WASHINGTON 98188 WESTFIELD SHOPPINGTOWN SOUTHCENTER TENANT IMPROVEMENTS FOR AUNTIE ANNE'S 546 SOUTHCENTER MALL 11-1 HOUR M 544 SF THE EXISTING PLANNED MECHANICAL, ELECTRICAL AND FIRE SPRINKLER SYSTEMS FOR TENANT SUITE 312 WILL BE MODIFIED AND ADDED TO FOR THE AUNTIE ANNE'S FOOD SERVICE OPERATION. THESE SYSTEMS WILL BE BIDDER DESIGNED WITH THE SUBCONTRACTORS APPLYING FOR THE REQUIRED PERMITS. 2006 INTERNATIONAL BUILDING CODE (IBC) 2006 INTERNATIONAL MECHANICAL CODE (IMC) 2006 NATIONAL ELECTRICAL CODE (WA STATE) 2006 WASHINGTON STATE ENERGY CODE NATURAL GAS WOLTER DESIGN GROUP ARCHITECTS AIA 7821 168TH AVE NE ,SUITE 2 REDMOND, WA 98052 CONTACT: DONALD WOLTER PHONE: (425) 558 -9330 FAX (866) 850 -4302 E -MAIL: WDGarchitects ®att.net RESTAURANT SPACE DESIGN INC. 15935 NE 8TH STREET, 0101 BELLEVUE, WA 98008 CONTACT: PAUL LOOTS PHONE: (425) 649-9766 FAX (425) 649 -9750 RETAIL CONTRACTORS LLC 17150 TYE ST. SE SUITE A MONROE, WA 98272 CONTACT: GARY WOLFF PHONE: (360) 863 -1550 FAX (360) 863 -8969 A - 1 GOvER SHEET , PROJEGT INFORMATION 'DE CoPL ; :-. A -2 ARCH I TEGTURAL FLOOR FLAN, WALL FLAN, AND DETA I Ls MAY 2 2008 K-I ECRU I PM 1T SGl < - 2 PLUMB' 1\i(5 FLAN K--S ELEGTRI GAL PLAN AND LIGHTING FLAN K -4 INTERIOR ELEVATI ON5 AND DETAILS APR 1 5 ZOO PUBLIC WORKS REVISIONS 1 No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. APR 0 9 2008 Westfield Southcenter PERMIT CENTER •_ 7 t. • az 0 E I1 z W • z W 4 < 4 A rz4 • '4 H ag co 0 z c c o N DATE : April 4, 2005 JOB NO. 505 -05 SHEET NUMBER A -I SRUSI -IED ALUMINUM FASTENER YELLOW GLASS PANEL DOOR SCHEDULE INSTALL A LANDLORD'S APPROVED LATEX RU1315ER WATERPROOFING MATERIAL UNDER T1-4E FLOOR FINISH_ THE MEM5RANE SHALL SE MANUFACTURE'S 2 PART FORMULA CONSISTING OF LIQUID LATEX RU88ER AND POWDER FOR TROWEL APPLICATION WITI4 GLASS FI 3ER FABRIC REINFORCEMENT (LATICRETE 9235 OR SUMMITYILLE 5 -9000) INSTALL A WATERTIGHT DOOR THRESHOLD_ 11111111 1111 FLOOR FLAN 2 X 2 WHITE TILE •••••••• ■ ■ ■■ ■ • ..' . 111 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ r ■ ■ •NOPP- . I 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ,:: 4 r111t1•f♦11r••••••••111N111MIA•••••••••••• . ••••••••••••••••••••••••••••••• I•••••••••••••••• ••••••••••••••• 1r11.1110■■1w.■ •1111■11ENw imiauu1111•uui■Nr ODD Cool ) ELEVATION SCALE: 1/4"=P-0" REVERSE I-14L0 SIGN. ;ND. 1 TYPE SIB 1 I CLASS bONST i RATING ,REMARKS } ( ( CO s ( O I J e s ! W i { t F 3 1— 1 1- Z i 1 0 1- • < ' w s i i < ❑( 1 I tJ 1 IO _ �` I F z( 1Q1 ... 36 f 80 s 1.T8" ( ` ..:_ _ MT ` T X 1 (52 S 1 36" 8 (5" ( - �. .� ._..f.. _._...�...._...,_._ ..�..__..._... �_...._ ..._ _._... ....._ .._n. _.� 1 ; (5.75 i 1 .. _ . I PLY MT ! -f-- I r s X ELIASON DBL ACTING W/ WIN �__._.�....� ._..�_..._�..- _-,..� ._.,..._ .� ._m.., X .. �� -. �.__ _ _ _...., ? ��_...._...�__...�_M..�.....' .._..� _M.r,......._,- .- ..,,.,�W (PLASTIC LAM) - _ 1(531 A ; 36 j 8(5" 7 1.75" 5 1 € X ; - WD ' MT . I �.f.�_. ,. __ �? ! ( t ( ) ' t F . coRIAN WRAPPED VERTICAL f\ GENERAL NOTES 1_ ALL WALL 4 CEILING SURFACES IN KITCHEN AREA SHALL BE SMOOTI -{, L IGI4T COLORED 4 EASILY CLEANABLE. CEILING PAINT TO BE SEMI - GLOSS. 2. GENERAL CONTRACTOR SHALL PROVIDE SUPPORT BACKING AS REQUIRED FOR .ALL WALL OR CEILING MOUNTED FIXTURES 4 EQUIPMENT. 3. ALL D4MENSION ARE TO FINISHCD WALLS. A j e _ 4' -10" ; 'k Agii; 9'- Cze WALL 1/4" 11_0" TENANT SPACE THE FOLLOWING FASTENING REQUIREMENTS ARE TAKEN FROM UL'S SPECIFICATION FOR TIME INDICATED ASSEMBLY. REFER TO UL'S DOCUMENTATION FOR COMPLETE ASSEMBLY REQUIREMENTS AND ALLOWABLE OPTIONS: GYPSUM BOARD: %." WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITI -I 1" LONG, TYPE 5 STEEL SCREWS SPACED 5" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN Tn-IE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDE OF THE ASSEMBLY. 22' -2" FINISH PER SCI- HEDULE- ) 9' -2" LAN e 11' -10" _ 3 11 te n s u =1, CORRIDOR 3'- z r ' /g" GYPSUM BOARD CEILING. FINISH PER SCHEDULE. 5 4" GYPSUM BOARD TYPE "X" (80T4 -1 5IDE5) 141. NO. U465 6" STEEL STUDS 16" 0C. RAMSET AS REQUIRED. 1 HOUR FATETION AT CORRIDOR WALL DETAIL PER MALL NOT to SCALE PAINTABLE FIRESTOP SEALANT (BOTH SIDES) UNDERSIDE OF DECK ABOVE %" DEFLECTION CHAP 6" SLOTTED TRACK (SLP -•TRK OR EQ.) 6" CONTINUOUS I,INPUNCI -ED STEEL TRACK - FLOOR FINISH - SEALED CONCRETE SLAB. SEE MALL'S STRUCTURAL DRAWINGS. PAINTABLE FIRESTOP SEALANT (1=30T4-1 SIDE) R E C E I V R APR 0 9 ZouU PERMIT CENi c e I IU Iu f 0 c 0 0 DATE : April 4, 2008 JOB NO. 30-08 SHEET NUNff3E . � -2 l ITEM QTY DESCRIPTION MANUFACTURER /MODEL # ELECTRICAL WATER WASTE GAS REFRIG. SUPPLIED BY INSTALLED BY ** FINAL CONN. REMARKS S& P/ MN /SJJ.YM dH VOLTS 3SVHd 1332110 Of 11d ROUGH —IN HT 0100 1011 ROUGH —IN HT, I DIRECT INDIRECT ROUGH —IN HT. 1V2IRLVN PROPANE 3ZIS file ROUGH —IN HT REMOTE SELF CONE ITEM 001 2 CASH REGISTER TEC, FS -1650 120 X 001 OWNER OWNER G.C. DEDICATED CIRCUIT 002 1 HEATED DISPLAY CABINET ROUNDUP, CUSTOM -DCH -220 15.0 _- 120 11111111©--- NM_ ••_ -- -- 002 003 OWNER OWNER G.C. G.C. TO VERIFY REQUIREMENTS 003 2 FROZEN BEVERAGE DISPENSER BUNN 1111111111111111120 X _-- • • OWNER OWNER G.C. 004 2 LEMONADE DISPENSER DUTCH ICE, HT3UL —_- 120 on MI •_ -m 004 OWNER OWNER G.C. 005 NOT USED __--•.._ -- • •■— •1111— ■•= ■•= -- -- 005 006 006 1 COKE MACHINE MEM * • .© 18" X 18" • X STUB -UP OWNER OWNER G.C. G.C. TO VERIFY REQUIREMENTS 007 1 COFFEE MACHINE NEMCO 15.0 1400 * MIME' 18" ©- 18" • -- 007 OWNER OWNER G.C. G.C. TO VERIFY REQUIREMENTS 008 1 HOT WATER SYSTEM BUNN -O- MATIC, H5E __- * •.© 30" ©- 18" • -- 008 OWNER OWNER G.C. G.C. TO VERIFY REQUIREMENTS 009 1 MIXER HOBART, A200 1/2 115 X 009 OWNER OWNER G.C. 010 1 THERMAL SHELF 120 X S.U. 1111 010 OWNER OWNER G.C. FLOOR MOUNTED OUTLET, SEE SHEET K-3 011 1 OVEN BAKER'S PRIDE —_.-•-._-- 208 X 30" 011 OWNER OWNER G.C. G.C. TO VERIFY REQUIREMENTS 012 NOT USED • M■_ -- 012 UP STUB-UP X STU 013 OWNER OWNER G.C. 014 1 CORIAN HAND SINKNK __.-IIIIIII._-- ----•.1 ERN _-- 1 X Eli -- -- -- 014 015 016 017 OWNER OWNER G.C. 015 1 STAINLESS STEEL TRAY WIPE • ■•= ••— ••— •■_ OWNER OWNER 016 1 BAG STORAGE BINS • OWNER OWNER 017 1 MENU BOARD OWNER OWNER 018 1 ROLLING COUNTER —_--•- En= -- -- 018 019 OWNER OWNER 019 NOT USED 020 NOT USED 1111 11111 020 021 1 CASH REGISTER COUNTER •■_ 021 1J 022 1 MIXING COUNTER MI= --■-._-- -- 022 OWNER OWNER 023 NOD USE �■.� I„��■ 024 1 LOT N E SNEEZE GUARD GUARD 11111 ,� 024 OWNER OWNER 025 1 3 COMP. SINK WITH FAUCET (Sc PRERINSE EAGLE -_--• -_ © -- 18" X 18" •1111— ••— M■_ -- 025 OWNER OWNER G.C. 026 1 LOT DRIP RACK INTERMETRO • -- -- 026 027 OWNER OWNER 027 1 LOT DRIP RACK INTERM —_--NM-_-- 1:0 X OWNER OWNER 028 1 2 DOOR RIGERATOR T49 O WNE R 029 1 ICE MACHINE 2 UNITS 1 BIN ��� 111111 '© * ��■ X 029 OWNER G.C. G.G. TO VERIFY REQUIREMENTS 030 1 DUNNAGE RACK 03 OWNER OWNER 031 1 UNDERCOUNTER FREEZER TRUE TUC -27F 8.3 1111111 115 X 111 111111 11111 ■� 031 OWNER OWNER G.C. 032 1 MICROWAVE 120 X 032 OWNER OWNER G.C. 033 1 SYRUP RACK 111111 1111 ■ III ■E= .■ -- 033 034 035 PURV. PURV. 034 NOT USED —_-1111•11111•_-- 3.9 1/6 • 035 1 UNDERCOUNTER REFRIGERATOR TRUE TUC-27 036 1 MOP SINK ■ III Ell * X STUB -UP ,I■ ••— •II— ••_ III -- _- 036 037 038 039 OWNER OWNER OWNER OWNER G.C. G.C. G.C. TO VERIFY REQUIREMENTS G.C. TO VERIFY REQUIREMENTS 037 1 WASHER /DRYER WHIRLPOOL, LT5000 ON -_MI - -_- __--•III * 208 * an Mill111_-- •--_-- X -_-- * ©© IIM x 24" X * 038 1 50 GAL WATER HEATER • G.C. G.C. G.C. G.C. TO VERIFY REQUIREMENTS 039 1 LOCK CABINET • • OWNER OWNER 040 1 TIME CLOCK ■E= ••_ . 040 041 042 OWNER OWNER G.C. G.C. TO VERIFY REQUIREMENTS 041 1 ELECTRICAL PANEL EXISTING • 042 1 TELEPHONE OWNER OWNER 043 1 FAX �■.■,�IIIIII �■�■�.,■.� . 111111 Ill -- 044 043 045 046 OWNER OWNER OWNER OWNER OWNER OWNER G.C. G.C. 044 1 3 BIN STORAGE CART P434CA 045 1 TION SYSTEM WATER FILTRATION CUNO CUNO 046 1 HOTDOG WARMER SERVER FS -4 --- 120 R M© 48" -- ••_ •■— OWNER OWNER G.C. 047 NOT USED __--•.._-- • -- 047 048 1 WALL MOUNTED HAND SINK __--•-._ X X * 18" X 18" - 048 OWNER OWNER G.C. 049 1 LOT SIGNAGE 049 OWNER OWNER G.C. G.C. TO VERIFY REQUIREMENTS 050 1 LOT /S CORNER GUARDS AND END CAPS UNDERCOUNTER DISHWASHER CMA L-1X 13.0 EMI 115 1 ll X ,■.111 III * X * 050 051 OWNER OWNER OWNER OWNER G.C. G.C. TO VERIFY REQUIREMENTS 051 1 052 2 TIMER FMP ZAP ; 151 --1044 „■ 600 1 LOT BACK ROOM LIGHTING --1.11 __--EM= -1111.1._I-- _�--�• ••— ••_ --I --I 600 601 G.C. G.C. G.C. 601 NOT USED 602 1 LOT NEW MENU BOARD LIGHTING -_--•-._j-- • ME_ --I 602 603 G.C. G.C. G.C. G.C. 603 1 LOT RECESSED CANS I G.C. G.C. FOODSERVICE EQUIP vlENT SCHEDULE P608- Ili 0 0 N 0 fL' 0 RECENEF ❑ APR 0 9 2008 PERMIT CENTS 0_ z ❑ 0 z z U) W 4J o_ rn 0 Z U z 0 5 LU ❑ 0 z DATE: SCALE: DRAWN: SHEET NO.: 4/4/08 PDL JOB NO.: 444 W W J w ca m N a 0 O O z U) w 0 e 1/4" = 1' -0" K ARCHITECTURE FURNISHINGS EQUIPMENT RESTAURANT i ▪ I �P•�^v i��I I II N. / I /te • a ■ ■ Ls' . !Y_ I F B I I el �. / � F- F-' j ,./ I. /` ` I z_ 4`" \ \ ` <-12 4 Fl \ WATER RISER DIAGRAM N.T.S. �. 1 RII �!! I I— r G4• .1*" ...... T I !!! r i� ?,JI C ' 4 I ' e e WASTE RISER DIAGRAM N.T.S. r b ti n• f -. I F I I I. ` .t' 4..:Z qP ' � =1 fie, sti4* " 7 .r y � 1 .r o "A .7� ,<-° pQ cp HOT COLD FILTERED LsJ c I 0 r-- O - I - c_, � ■ 1 � ..9- S I VENT WASTE PLUMIBI \G COTES ALL LOCATIONS SHOWN ARE ROUGH -IN. REFER TO EQUIPMENT BROCHURES FOR INFORMATION ON FINAL CONNECTIONS. GENERAL CONTRACTOR TO PROVIDE MIXING VALVE 140' AT DISHWASHER AND 12O° AT HANDSINKS. ALL PLUMBING PENETRATIONS THRU 1 HOUR WALLS TO BE CAST IRON. ALL ROUGH -INS TO BE CONCEALED IN WALLS EXCEPT WHERE NOTED AS "STUB -UP" IN FLOOR. GENERAL CONTRACTOR TO VERIFY REQUIREMENTS OF SOFTWATER, WATER HEATER, SPRINKLER SYSTEM, ETC. ALL DRAIN LINES TO FLOOR SINKS MUST TERMINATE A MINIMUM OF 1" ABOVE FLOOR SINK. GENERAL CONTRACTOR TO PROVIDE 1/16" RIDGED SCREENS TYP. GENERAL CONTRACTOR IS RESPONSIBLE TO SEAL ALL PVC CHASES. FLOOR DRAINS TO HAVE SLIGHT RECESS IN FLOOR. GENERAL CONTRACTOR TO ADD RIGID ELBOW TO GAS OUTLET ON EQUIPMENT TO CONNECT QUICK DISCONNECT, VERIFY WITH RSD. GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING THE HOT WATER TANK. GENERAL CONTRACTOR TO VERIFY ADDITIONAL REQUIREMENTS WITH OWNER. REFER TO RSD SPEC BOOK FOR OWNER- SUPPLIED ITEMS. GENERAL CONTRACTOR IS RESPONSIBLE FOR HOOK -UP TO APPLIANCES AS REQUIRED. IT IS THE H.V.A.C. CONTRACTOR'S RESPONSIBILITY TO MEET ALL REQUIREMENTS AND CODES, SUBMIT DWGS., PAY FOR AND OBTAIN PERMIT AND PERFORM WORK IN A MANNER THAT MEETS OR EXCEEDS THE RECOGNIZED WORKMANSHIP STANDARDS FOR THE INDUSTRY. GENERAL CONTRACTOR IS RESPONSIBLE FOR REPLACING AND MODIFYING ALL REMOVABLE BACK PANELS REMOVED WHEN WORKING WORKING ON FINAL CONNECTIONS UNDER WOOD /METAL CABINETS. GENERAL CONTRACTOR SHALL HAVE PLUMBER FLUSH OUT ALL WATER LINES PRIOR TO CONNECTION TO EQUIPMENT. GENERAL CONTRACTOR SHALL PROVIDE SUPPORT BACKING AS REQUIRED FOR ALL WALL OR CEILING MOUNTED FIXTURES AND EQUIPMENT. GENERAL CONTRACTOR IS RESPONSIBLE FOR DETERMINING REQUIREMENTS FOR A GREASE TRAP INTERCEPTOR AND TO PROVIDE AND INSTALL APPROPRIATE SYSTEM. PLUMBING CONTRACTOR SHALL PROVIDE BACKFLOW PREVENTORS AT ALL SOFT DRINK DISPENSING LOCATIONS. 0 Co* 3' -11 6" I (Dos) PLUMBING SCALE 1/4' = 1' -0' PLUMBING LEGEND O HOT WATER O COLD WATER O DIRECT WASTE • INDIRECT WASTE NII 6" STANDARD FLOOR DRAIN VERIFY EXACT LOCATIONS QQ BELL WASTE 12 "x12" SANITARY FLOOR SINK W/ SCREEN COVERS O CONNECTION POINT FOR REMOTE REFRIGERATION LINES - — FIELD CONNECTIONS 0 6" PVC UNDERGROUND CHASE 0 DRYER VENT (007 (013 :of O RECEIVED APR 0 9 20 PERMIT CENTER U z CO 4 Z (V 0 x • U • a. Lu 0, CO 11 O, Z 0 z z 0 U) 0 0 z x x U L.0 O DATE: SCALE: DRAWN: SHEET NO.: 4/4/08 1/4" = 1 - 0" PDL JOB NO.: 444 z Q 0 z a O O O z w Aulies 'I ape F-ac p 610 STEll Palate LO aDD d nits Serves La.ndlyLca1 1550 ai 1530 x3 aapa*xi $ 1900 10Mfirst3,500►1a 3000 35 117,000ue 11655 General Use Outlet 500 Sakti 4165.5 15 3 I- &/ t 0 TdEl _ 0 15 Lighting Wter I'r 1500 Cls t 1aj0 G3tecfi Cisp 1 } Rd 7230 6 50 Oven 12000 • aosn 12500 a 1210 PercdumA223-1$ 17030 8 - Oven Dia' 5X0 %lowed cn220.18 1OD' /C Tats 5 2400 10 15 MiliplicalicnFala 1 1000 Beverage Dispenser S5 11 Ellicbtrictbacie 16L4 Tdel 12 Load VA Selves C.B. CKT Phase Load CKT CB Serves Load VA 1400 Coffee Machine 15 1 1900 3 2 15 General Use Outlet 500 1200 Hotdog Warmer 15 3 T5 1950 , 4 15 Lighting 750 1500 Heated Display 15 5 604 13500 6 50 Oven 12000 500 Cash Register 15 7 12500 8 - Oven 12000 1900 Freezer 20 9 2400 10 15 Lighting 500 1000 Beverage Dispenser 15 11 1250 12 20 Bathroom 250 500 Hot water Disp 15 13 1250 14 20 General Use Outlet 750 1900 Refer 20 15 5100 16 30 Washer/Dryer 3200 600 Telephone/Fax 15 17 3800 18 - Washer /Dryer 3200 Spare 15 19 2750 20 30 Water Heater 2750 1200 Diswasher 15 21 3950 22 - Water Heater 2750 Space 23 24 Space Space 25 26 Space Space 27 28 Space ' L {GHT IN6 SCHEDULE • SYMBOL ITEM NO. QTY DESCRIPTION LAMI°s NOTES TYPE Q1T WATTS ><1 600 6 L t. t ETA LUX, 2Cs -332A 120 - 83 2Co-3 A 120-EBB 3 32 PRISMATIC LEW V 602 5 I-LALO L.130P TRAC LIGHTS MN 1..6SIP TRAC I T5 PI•IILIPS PAR 30 NALOCIEN FLOOD LAMP , 0 603 14 PDS- 14111233E-8HC NON - LENSED PDS- 1-110233E -8 LIC 2 42 COMPACT FLUoOR R AOILNLIGNT 604 I FLUORE CIENT BATH EAR 1 42 I I Laid calculations Basmlon 2006 NECstandamls 75KVA TRANSFORMER 3 PHASE 225 AMP PANEL 225 MAIN CB 120/208v 3 PHASE 4 WIRE CE ILING TILES TO HAVE NIOISE REDUCTION COEFFICIENT OF 00 -010 WITH A MIN. ROOM TO ROOM ATTENUATION =ACTOR OF 40 DECI8EL5 AND MUST MEET ALL CODES, :LAME SPREAD, FUEL AND SMOKE DEVELOPMENT FACT 300 WCW ALIT CONDUCTORS 6 GROUND C 100 AMP DISCONNECT 277/480v 3 PHASE 4 WIRE 11 ALU CONDUCTORS #6 GROUND ELECTRICAL LINE DIAGRAM KT,S. 0 0 0 0 0 0 0 O MENU BOA MOUNT TRACK LIGHT WITHIN 4" OF SOFFI TO CONCEAL TRACK FROM PUBLIC VIEW FOOD PREP AREA EXEMPT FROM LIGHTING ALI IT. REFLECTED CEILING PLAN SCALE 1/4' = 1' -0' 0 L CT I CAS NOTES ALL OUTLETS SHOWN ARE FOR ROUGH —IN. REFER TO EQUIPMENT BROCHURES FOR INFORMATION ON FINAL CONNECTION. CONTRACTOR IS RESPONSIBLE FOR ALL FINAL CONNECTIONS. ALL ROUGH —INS TO BE CONCEALED IN WALLS EXCEPT THOSE NOTED AS "STUB —UP". OUTLETS SHOWN INDICATE EQUIPMENT REQUIREMENTS. CONTRACTOR TO WORK OUT THE MOST PRACTICAL CIRCUITS, SWITCHES AND CONTROLS. HEIGHT OF OUTLETS SHOWN ARE TO THE CENTER OF THE J —BOX EXCEPT THOSE NOTED AS "STUB —UP". HEIGHT IS FROM FINISHED FLOOR. OUTLETS SHOWN ARE FOR EQUIPMENT AND SERVICE. ADDITIONAL UTILITY OUTLETS MAY BE REQUIRED. VERIFY WITH OWNER. ELECTRICAL CONTRACTOR TO VERIFY REQUIREMENTS OF ALL OWNER SUPPLIED EQUIPMENT. REFER TO EQUIPMENT SPECIFICATION BOOK FOR ITEMS SUPPLIED BY RSD. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR WIRING FINAL CONNECTIONS ON ALL EQUIPMENT AND FIXTURES CAI I FD OUT AS W/D (WIRE DIRECT). ELECTRICAL CONTRACTOR TO VERIFY TELEPHONE REQUIREMENTS WITH OWNER. ELECTRICAL CONTRACTOR TO REFER TO REFLECTED CEILING PLAN FOR ADDITIONAL LIGHTING REQUIREMENTS. PAGING SYSTEM & SECURITY SYSTEM TO BE PROVIDED BY OWNER. VERIFY WITH OWNER. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL EXIT AND EMERGENCY LIGHTS AS REQUIRED PER LOCAL AND STATE CODES. UNLESS NOTED OTHERWISE. HVAC, MAKE —UP AIR REQUIREMENTS & ASSOCIATED DUCTWORK TO BE PROVIDED BY GENERAL CONTRACTOR. COVER PLATES ARE TO MATCH SURFACES THEY ARE MOUNTED ON. VERIFY WITH RSD. IT IS IMPERATIVE THAT CONTRACTORS INSTAWNG FOOD SERVICE EQUIPMENT FOLLOW EQUIPMENT SPEC SHEETS FOR PROPER INSTALLATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR REPLACING & MODIFYING ALL REMOVABLE BACK PANELS REMOVED WHEN WORKING ON FINAL CONNECTIONS UNDER WOOD /METAL CABINETS. GENERAL CONTRACTOR IS RESPONSIBLE FOR ROUGH —INS IN PUBLIC RESTROOMS FOR FAN, LIGHTS, ETC. SEE POWER & LIGHTING DRAWINGS. ELECTRICAL CONTRACTOR TO VERIFY NEON REQUIREMENTS W/ OWNER. ELECTRICAL CONTRACTOR TO PROVIDE CAPS & CORDS FOR ALL ITEMS WHERE THEY ARE NOT STANDARD WITH MANUFACTURER & SHORTEN ANY CORDS IF REQUESTED BY THE OWNER GENERAL CONTRACTOR SHALL PROVIDE SUPPORT BACKING AS REQUIRED FOR ALL WALL OR CEILING MOUN I ED FIXTURES AND EQUIPMENT. Load Totals Panel Schedule 22Samp 1201208V 3 phase 4 wire I 18400 I 13400 [ 18550 1 -9" D4 \ 043 L - \ ELECTRICAL SCALE 1/4' = 1' -0" / 1,3 " ; U cos (oi 1 ) 002 052 r.+ e• J 0 ,CD 120V DUPLEX RECEPTACLE 208V RECEPTACLE 208V JUNCTION BOX 120V JUNCTION BOX I C O ° 1 C C U l5- C v C m v- E . �C Q v1 R- O V .4. C U O 0 � EL I AL. J..E END 1 20V DEDICATED RECEPTACLE FLOOR /CEILING RECEPTACLE AS INDICATED --.-- BEVERAGE SYSTEM CONDUIT STUB -UP FIELD WIRING, CONCEALED IN WALL, FLOOR, OR CEILING 44 TELEPHONE -- VERIFY WITH OWNER ECENNE APR 0 920t18 PERMIT CENTS 0 0 N 0 0 0 Iii In J In D it 0 z W U I- U w 0 a- a r M z 0 U) w w I- 0 0 DRAWN: SHEET NO.: 1 4 ft (el in t o tnzto �U� tu z MI- CO 0 O 03 a) PDL JOB NO.: 444 DATE: 4/4/08 K°3 4 . -1 0- a a a z rn w 0 SCALE: 1/4° = 1' -0" I ' FI \ISH SCHEDULE B -1 COVE BASE, CROSSVILLE CERAMICS A585UP SEA MIST, GROUT — MAPEI CHARCOAL #47 SANDED 1/8" GROUT LINES B -2 MALL TILE BASE CO -1 COUNTERTOP, CORIAN, GLACIER WHITE FRP -1 FRP— KEMLITE, 85 GLASSBOARD IP -1 PAINT, SHERWIN WILLIAMS FLAT PURE WHITE #SW1004, CEILING TO BE SEMI GLOSS. PL -1 COUNTER BODY, FORMICA 949 --58 WHITE, MATTE FINISH T -1 WALL TILE, DALTILE 3" X 6" K101 WHITE, GROUT — WHITE NON— SANDED T -2 WALL TILE, DALTILE 2" X 2" CUSTOM BLUE AND 6501 WHITE IN CHECKERBOARD DESIGN T -3 WALL TILE, DALTILE 2" X 2" CUSTOM BLUE 7 -4 FLOOR TILE, CROSSVILLE CERAMICS A585UP SEA MIST 8" X 8 ", GROUT — SAME AS B -1 ABOVE T -5 WALL TILE, DALTILE 1" X 1" KEYSTONES D181, MUSTARD ELEVATION SCALE: 1 /4 " =1' -0" i1•.■■■.■•■■■.■■■■ ■■■■■■■■1■•■■■■■■.■■■ ■ ■lw.■■■.. 1111.■ ■••■ ■■•■■■■■■■■•• ■ ■%i■■.■■i 1. 111111••••• iii■ 111 1. 1 ■•••••••■.•..•.• 1 ■•••••••••11MM••••••••••111111111 •••••••l 1■■■■■■■■■ M■•■■■■.•■■■ ■ ■ ■■•■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■• ■••.. ■ ■ ■ ■ ■ ■■ ■1111 ■ ■.■■■■■ ■ ■■■ ■711 ■. ■•1 ■1 1••••••....•••••••••••••........•••••••• 11• ••••••••••••••••••••••••••••••• ••i111 1■■■■■■■■■■■■■■■■ ■1.1 ■ ■ ■ ■ ■ ■ ■ ■• ■ ■■ ■ ■ ■•• ■w ■ ■• ■ ■ ■ ■■ ■1111• ■ ■ ■ ■ ■ ■ ■ ■■ ■1111 ■• ■11••••••• ■■1 1■■■■■■■.■•■■■■.■■■■■■■■ .1M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■•••11 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■• ■1111■1 ■ ■ ■ ■ ■ ■ ■■ ■1111■. ■ ■1.■I 11 �M111•••••• •••••• ••• • •••••••• •••••• •••••• •••••• • ••• 1 ■■ ■ ■■ ■ ■ ■ ■■ ■ ■•••• ■ ■ ■ ■ ■■ ■ ■ ■•11■ ■■1111■ ■ ■ ■ ■ ■ ■•••••• ■. ■ ■ ■ ■ ■■ ■111•••1.1■ ■ ■ ■ ■ ■ ■ ■.. ■• ■ ■1 1■•■■ •1•■ •••••1 1.111111•••••••••1 1 •••••••••••••1 1•••••••••••••• I ■■ •••••••••••1 1.111111111111••••••••1 N Y . iii ■1111 ■••11 1 ■1 I ■•1111•••••••••1 1 •••1111■ ■■ ••111 ■1 1•••••••••••••1 1 ■•1 ••••••••••■ 1 •1111 ••••••••••1 1 ••••••••••••111 1111111■ ■■ ■•11.1 •1 1 •••••••••••••• 1. ■•.•1 ■ ••••••1 1 •••••••1111• ■ ■•1 11111■ ■ ■.111■ ■1 Iw••1■ ■ ■. ■• ■ ■ ■ ■ ■•••••• ■■ ■11.11■ ■ ■• ■ ■ ■ ■ ■■1 ■. ■• ■••11 ■ ■ ■■ ■ ■1 1••••••••••••••••••••••••••••••••••••••••••••••••••••I 1••••••••••••••••••••••■ •11. ••••••••••••••••••••••••••1 I ■• ■ ■■ ■ ■■ ■■ ■■ ■ ■• ■1111■ ■ ■. ■ ■ ■■ ■111• ■ ■ ■ ■• ■■■.■ ■ ■ ■ ■• ■• ■ ■ ■• ■ ■1 1■■■■■■■• www■■■■■■■■■■■ ■ ■ ■• ■ ■ ■ ■ ■ ■ ■ ■ ■• ■•. ■ ■ ■ ■. ■ ■ ■ ■ ■• ■■1 I•■■•■■■■■•■■■■■.■•■■■■ ■ ■ ■•11. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■• ■• ■ ■ ■ ■ ■ ■■1 1• ■1110••••••••••••••■Irillr"S IN - 7 ■ ■■ ■■■■11111■••w ■ ■ ■ ■■1 1 ••••••••••••••••••■ —Ii• I••••••••••••111111111•1111 1•11••11111111 IRO ■•.W41■ .I ••• ••■■■■ ■ICI 1•11•••••11 111■■■ 11■ I ■ ■ ■ ■ ■ ■ ■1 ■ ■ 1 ■■ ■ ■ ■ ■ ■r r ■■ ■L II ■ 1 ••••••••••I 1■■■■■■■■ 1111• . •• 11■••••••■ ■ ■11 f■ ■ ■ ■ ■ ■ ■11 �i1•i1 �1■1■■1■r ■� 1•11111•••••••1 1 ■ ■ ■ ■ 1•111111111•••1 1•111111111•••1 ■ ■ ■■ ■ I ■■ ■■ ■ ■ 1••••••1111 1••••11.1111I ■ �■■ ■■ ■ ■■ 1 ••••• •1111 ■■1 1•••••••I ■'11lw■. ■■■ MIMI...EMI ■ ••••1 1 ■ ■ ■ ■ ■••r 1■ ■■ ■ ■ ■•1 I. ■ ■ ■ ■ ■ ■ ■ ■ ■I I ■■ ■■ ■li■■■■uu■■■ L. ■ ■ ■ ■■■ ■■ 11111•■ ■ •••••••• •••••■1111 ■••••• ••■■•■ •••••••• ••••••••1111 ■• •. 1111111• ■ ••••••••• ••••••••••••• IIIIIIIIIIIIE.' ••••••••••••• 1••■ ••••••••111 . 11 . 1 ■ 11 111 . . . . . . • ••••••••••••• ••••••••••••• ••••••1111 ■• ■•■ 111•■ ••••••••• ••••••••••••• . ••••••••111111111111• r . 1111.•. ...... ...... .. .._......_..... 1••■ ■11... o •••••••• 1 - - - .�. ■■■.■ II ^ I• •• ■111■ < ER R > I IIPIIIIn ® ELEVATI ON SCALE: 1 /4 " =' -0" NOT TO SCALE ELEVATION SCALE: 1 /4 " =1' -0" ■■■■ ■■■■■ ■E■■■■ W>■ ■mIrirmmr - 1■■■■r■r■r ■ •■ ■ ■■ /F P\ 3" X 6" TILE SEE PATTER BELOW WT -1 TILE PATTERN ELEVATION SCALE: 1 /4 " =1' -0" 3" X 6" TILE SEE PATTER BELOW 1•••••••••••111.111••••••••••1•i 1 ■■• •1• ■■ ••••••••••••••■••.I 1 ■ ■ ■ ■ ■ ■■ ■1111 ■ ■ ■• ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■1 I■ ■•1 ■■ ■ ■ ■■ •■ ■ ■■ ■■1111• ■11 ■ ■ ■1 1 •••••••1111■•••••■ ••••••••1 ■1 11•• ■ ■ •••••••••••••••••••••1 11,1\ •••••••••••••••••. ■1111•• ■I 111MMw11••••••••••111111M1111N11•• ■1 1 ••••1691■■••••w ■w ••••••••••■I 1 ■ ■•∎•• i1• ■w ■ ■ ■ ■ ■ ■ ■ ■• ■ ■ ■• ■ ■•1 1 ••11111111N11111 1 •••••••••••1111■•• ■1■ •••••••1 1 •••••••••••••••••••■1• ■•1 ■11 1 •••••••••••■1111 ■1 ••••••••••I 1 •■■ •••••••••••••w•• •■1. •••I 1 ■ ■■. ■ A� ■. ■■ ■1111■ ■ ■ ■•11 tlir, ;■■1111:1!1 I!I 1 111!1 1! 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LIGHT MIRROR PAPER TOWEL DISP. 0 0 0 r ALUM. U- CHANNEL ® ELEVATION SCALE: 1 /4 " =1' --0" 2 X 2 BLUE TILE ELEVATION SCALE: 1 /4"=1 0" 248 1 IMFETTT ELEVATION SCALE: 1 /4 "=1' -0" • < YELLOW GLASS PANEL CHECKERBOARD TILE 18" VERT. GRAB BAR TOILET PAPER DISP. WHITE 2" X 2" TILE 36" GRAB BAR AT 6" FROM CORNER 3" X 6" TILE SEE PATTER BELOW PRE- FILTER SCALE NTS INLAY PATTERN DETAIL SCALE 1" = 1'- 0" BACK FLOW PREVENTER WATER FLOW SHUT -OFF VALVE - SCALE 1" = 1'- 0" TILED WALL SPACER BRUSHED ALUM. FASTENER GLASS PANEL N4- L SHUT -OFF VALVE I NOSE OF ROLLING COUNTER WATER FILTER BY —PASS DETAIL GLASS PANEL CONCEPT DETAIL PRETZEL INLAY FURNISHED BY AUNTIE ANNE'S. 3/8" X 25" BLUE INLAY STRIP 1/2 "X 42" BLUE INLAY STRIP SHUT -OFF VALVE RECEIVED APR 0 9 2000 PERMIT CENTER 00 0 0 N 0 w 1n z z 0 5 w I- 0 w 0 0 0 0) 5 W 0 0 z DATE: DRAWN: SHEET NO.: x x 03 w z N on 00 0 0 00 d7 a rn c) 03 N ct' X L JOB NO.: 444 4/4/08 J F--- W 0 z a PDL/ DW 0 0 0 z CD w SCALE: 1/4" = 1/ -0 K -4