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HomeMy WebLinkAboutPermit PG08-044 - WESTFIELD SOUTHCENTER MALL - CHICKEN NOWCHICKEN NOW 2600 SOUTHCENTER MALL PGO8-044 Parcel No.: 6364200010 Address: Suite No: CitAlbf 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 2600 SOUTHCENTER MALL TUKW Permit Number: Issue Date: Permit Expires On: PG08 -044 06/09/2008 12/06/2008 Tenant: Name: CHICKEN NOW Address: 2600 SOUTHCENTER MALL FC -11 , TUKWMA WA Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA Contact Person: Name: BOB ROBINSON Address: 37936 23 PL S , FEDERAL WAY WA Contractor: Name: MORRISON PLUMBING INC Address: 328 37 ST NW STE H , AUBURN WA Contractor License No: MORRIPI994MA Phone: Phone: 253 - 677 -6874 Phone: 253 735 -2748 Expiration Date: 07/01/2008 DESCRIPTION OF WORK: INSTALL FOOD GRINDER, (2) SINKS, GREASE TRAP, AND GAS PIPING WITH 3 OUTLETS. Revision #1 covers among others: floor drains typ "C" to be connscted to grease waste line, which is connected to a grease interceptor, installation of a bacldlow preventer (RPPA) for the soda rack,ice machine, water filter and mop sink. Value of Plumbing /Gas Piping: Fees Collected: $11,000.00 $311.00 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: International Fuel Gas Code Edition: FIXTURE TYPE AND OUANTITY 2006 2006 Plumbing (cont.) 0 Building sewer and each trailer park sewer 0 0 Rain water system - per drain (inside bldg) 0 0 Water heater and /or vent 1 0 Industrial waste treatment interceptor, including 0 its trap and vent, except for kitchen type 0 grease interceptors 0 1 Repair or alteration of water piping and/or water 1 treatment equipment 0 0 Repair or alteration of drainage or vent piping 0 0 Medical gas piping system serving (1 -5) 0 inlets /outlets for a specific gas 1 0 Medical gas piping (6 +) inlets /outlets 1 2 Gas Piping 0 Gas piping outlets (0 -5) 3 0 Gas piping outlets (6 +) 0 * *continued on next page ** doc: UPC -10/06 PG08 -044 Printed: 06 -09 -2008 City ("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 Permit Number: PGO8 -044 Issue Date: 06/09/2008 Permit Expires On: 12/06/2008 Permit Center Authorized Signature: ('?"_`" ' Date: UL` l"06 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 •ermit, =••-•t •resume to give authority to violate or cancel the provisions of any other state or local laws regulating constructio • • r the • :.•�• �yof �yTuthorized to sign and obtain this plumbing /gas piping permit. Signature: Print Name: _/74—A' 427V V W— Date: 6- 9 ,zoo, 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 -044 Printed: 06 -09 -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 PERMIT CONDITIONS 2600 SOUTHCENTER MALL TUKW CHICKEN NOW Permit Number: Status: Applied Date: Issue Date: PG08 -044 ISSUED 02/15/2008 06/09/2008 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: 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: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 14: Proposed backflows (RPPA) shall be installed per manufacturers guidelines. * *continued on next page ** doc: Cond -10/06 PG08 -044 Printed: 06 -09 -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 ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does • = - e to give authority to violate or cancel the provision of any other work or local laws regulating construction or the perform Date: t6-9 doc: Cond -10/06 PG08 -044 Printed: 06 -09 -2008 CITY OF TUKWILIII Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukvdilai WA 98188 http: % /inni'.ci. hula 1'ila.l rZl. us • Building Permit No. O_ Mechanical Permit No. LAD 0- oil 3 Plumbing /Gas Permit No. WI 04 M Public Works Permit No. Project No. fob- 041 (For office use only) 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 260 King Co Assessor's Tax No.: 636,-(42.0 '12 —CZ I 0 Site Address: 13~ 0 L. 'l (9f1 .r ) JA j_ ,, , Suite Number — I (_ Floor: l Tenant Name: A V WOK /CH/cK NPI'V New Tenant: X Yes ❑ ..No Property Owners Name: _ V E5h t art.0 CO240 t -fir CAI a Mailing Address: 1 ((o()1 ` ' \ , 1 1 L' z +128 33 L )- V - LC6 Ar )b E L _ _ Cf gC0i E L. r►+ k- _ - City State Zip CONTACT PERSON - who do we contact when your permit is ready to be issued Name: BOB RCz_ ;d(� �� i P ) Day Telephone: 4 45774:07+ Mailing Address: 3 -71 X, PL S F D wJW int A- '9W23 ++ City State Zip E -Mail Address:'�et')1I1f a( � ) r)P f Fax Number: �c9 3- &1:2 -641. GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name' _ -- Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City State Zip Day Telephone: Fax Number: Expiration Date: ARCHITECT OF RECORD - All plans must be wet stamped by Architect. of Record Company Name: -MV I f �l t 1 r'rU� ( - �7 Mailing Address: 14 ` 4 © IN • M� �' / g Contact Person: D4 V IP_ E -Mail Address: - F L 53601 City �3 State Zip Day Telephone: ?S (.3 • Z89 333 , Fax Number: ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: i✓ l+'-aT ( ('EnT i 0k) Mailing Address: - City Contact Person: Day Telephone: E -Mail Address: _ Fax Number: Q:Vlpplications\Forms- Applications On linet3 -1006 - Permit Applicatioadoc Revised: 9-2006 bh State Zip Page 1 of 6 PLUMBING AND GAS PIPINIPPERMIT INFORMATION = 206 - 431 -3670 PLUMBING AND "GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: - - - Expiration Date: i City Day Telephone: Fax Number: State Zip Valuation of Plumbing work (contractor's bid price): $. - (.I C Valuation of Gas Piping work (contractor's bid price): $ - L7 0°C Scope of Work (please provide detailed informatigqn):_ 11-6°J-4/1 Ytefol . _cS) n qas or Building Use (per Int'I Building Code): — M Occupancy (per Intl Building Code): - /V) - - Utility Purveyor: Water: _ __ I t) J- l,f t (J Sewer: -T l-? IA) 1 L 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 Fixture Type: Qty Bathtub or combination bath/shower Drinking fountain or water cooler (per head) Wash fountain Gas piping outlets Bidet Food -waste grinder, commercial 1 Receptor, indirect waste Clothes washer, domestic_ Floor drain Sinks - - 7.- - 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 1 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 and /or water treating equipment ' Repair or alteration of drainage or vent piping 1 Medical gas piping system serving one to five inlets/outlets for specific gas Q: VApplications\Fomu- Appti®tions Om Line3-2006 - Permit Applintiondac Revised: 9 -2006 bh Page 5 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform 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 ��,�N,EyyR /�C�IR-r*UTHORIZED AGENT: Signature: ��' �"44 Print Name: 4 % o 1V Mailing Address : —.37 3 Z3(d IT ruts -) Day Telephone: 'r' f q 1ti- WA City Date: 2/4L be5 253-- -log' 74. WA 1E' 400 State Zip Date Application Accepted: . - S, � o Date Application Expires: b"-I s- 00 Staff Initials: Lt4 Q: \Applications\Forns- Applimtions On tane\3 -2006 - Permit Application.doc Revised: 9-2006 bh Page 6 of 6 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 -044 Address: 2600 SOUTHCENTER MALL TUKW Status: APPROVED Suite No: Applied Date: 02/15/2008 Applicant: CHICKEN NOW Issue Date: Receipt No.: R08 -02034 Payment Amount: $256.00 Initials: WER Payment Date: 06/09/2008 01:47 PM User ID: 1655 Balance: $0.00 Payee: FRANK NIVER CONTRACTING TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1491 256.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts GAS - NONRES PLUMBING - NONRES 000.322.103.00.0 92.00 000.322.103.00.0 164.00 Total: $256.00 3423 06/09 9711 TOTAL 256.00 doc: Receiot -06 Printed: 06-09 -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 -044 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 02/15/2008 Applicant: CHICKEN NOW Issue Date: Receipt No.: R08 -00442 Payment Amount: $55.00 Initials: WER Payment Date: 02/15/2008 10:57 AM User ID: 1655 Balance: $256.00 Payee: PERMIT PLACE TRANSACTION LIST: Type Method Description Amount Payment Check 7007 55.00 ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000/345.830 55.00 Total: $55.00 8070 02/15 9710 TOTAL 55.00 doc: Receipt -06 Printed: 02 -15 -2008 INSPECTION RECORD Retain a copy with permit PW-o1/11 CITY OF TUKWILA BUILDING DIVISION !i 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -367,0 17 INSPECTION NO. PERMIT NO. Project: Give4. ea Pow) Type of Inspection: --,/;161 7 ■.. Address: hne„ll Date Called: Special InLstruct`i'ons: Date Wanted : ? //Z. .3 a.m. p.m. Requester: Phone No: 'Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: F,/ a /elle Inspector: 60.0 INSPECTION FEE Date: 2A e r7 $ REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: y INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit PGDY- ayy1 PERMIT NO. (206)431 -3670 Project: • / Type of Inspection: Address: ,z e,)0 i_'/ Date Called: Special Instructions: Date Wanted: �! /� / S rn p.m. Requester: Phone No: 1)?1 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: Plu,w/, i� (94/y rIa % 7p5 Inspector: (49/.... P-%-41 Date: 7 /'V' 7 El $60.ONSPECTION FEE REQUIRED. Prior to inspection, fee must be paid 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1n�.Ka ry ...fw a...a.... _a f.r.. — 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 Project: Type of Inspection: ?/g414.3 - Address: / W,00 04.0 Date Called: Special Instructions: - Date Wanted: a. Requester: Phone No: 744"1 g;-.9 /Sf3 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: AJ6 r i 4i s% eIc(l. ' ffs ee72/ j Dku4 Per Date: ..y //� / ep n $6 . REINSPECTION FEE REQUIRED. Prior to inspection, fee must be p.' s at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 3 INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 INSPECTION RECORD Retain a copy with permit PERMIT NO. Protect: 'hieRfiv/�Utom Ty,p ectin; S Address: - ..2 boo /z4 /f Date Called: Gtis Ros34,►ei Special Instructions: Date Wanted: _ �� am. 7' tzi Requester: Phone No: _ 704/925' -45 43 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: RD5h,n t- firm..., r'�r ( [ /. e .ro•I !o 5- rt.. .e-e- . Inspector: Date: ❑ $60.00 REI SPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 'Date: 2 INSPECTION NO. INSPECTION RECORD Retain a copy with permit PLO ' -ayL PERMIT NO. IL (206)431 -3670 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Project: , CA∎ 4-14-elit W Type of Inspection: Gtr6u,nA Oho, 14._ Address: Zc0 �t Date Called: Special Instructions: Date Wanted /2 i/o e p Requester: Phone N0-2,09/ „29 /533 14 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: P(''''..44 i s "rt bV/s o Ic. &4$ ,9,,#f ok ro 11,,...P icy < Inspector: Date: ri $60.OrEINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 44 z 92/ PERMIT NO. CITY OF TUKWILA BUILDING DIVISION Q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Project: K7,i /I(Av JWJ Type of spection: /2e-7, �i -,1/ /04-f 3 Address: 7 6e9c, m /9- // Date Called: Special Instructions: Date Wanted: — 76 — QG ', ,nr p.m. Requester: Phone No: ;'•4—' —45`5 ❑ Approved per applicable codes. LI Corrections required prior to approval. COMMENTS: 5(.19a/y Not 4..5 , *. 1144o 5 (- &s e OK r sf& CPS 0,-7 LP 51de E, ix, v Ok 4 J r 1 17I C 6 Psr I Inspector: Date: 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: City of Tukwila Public Works Maintenance Department Backflow Assembly Test Report Form NAME �i'! ckes )7L49 ACCOUNT # SERVICE ADDRESS pixy 5; C.0910,,Abo FC l ( METER # 7-0k.1),), � CITY SITATE �L4 ASSEMBLY LOCATION �, /1� 1 C e L C.-1/1 CROSS - CONNECTION CONTROL FOR? SIZE 1/Z-. MAKE Nil k'/'1S MODEL LINE PRESSURE AT TIME OF TEST? ZIP CODE PSI L. TYPE IJ SN yv 350 UPc NEW? EXISTING? ❑ REPLACEMENT? ❑ INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE 7, g' PSID PSID E ❑ PSI DROP ACROSS #1 CHECK VALVE PSID PSID ❑ ❑ ❑ ❑ ❑ RELIEF VALVE OPENED 3,0 RELIEF VALVE OPENED #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ No r II ❑ j� u ❑ RPBA PASSED TEST? Yes I No ' DCVA #1 CHECK VALVE CLOSED TIGHT? PSID ❑ PSID ❑ ❑ #1 CHECK VALVE CLOSED TIGHT? PSID PSID ❑ ❑ #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes ❑ No #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes ❑ No i PVBA c AIR INLET OPENED AT PSID ❑ PSID ❑ ❑ AIR INLET OPENED AT PSID PSID ❑ ❑ AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yes No CHECK VALVE LEAKED? PVBA PASSED TEST? Yes No APPROVED ASSEMBLY? REMARKS PROPER INSTALLATION? ❑ INSPECTED BY CCS? TEST COMPANY �6roi i4prya y P/6_ TEST KIT MAKE/IV/Jed MODEL F4/5 I certify that 1 used WAC 46- 290 -490 approved Test TESTER'S NAME (PRINT4 ' H4ie JlJ kPte' SIGNATURE REPAIRED BY RETESTED BY PHONE a53 947/ ?9&D SN o 3O6X 7lo CALIBRATION DATE CpA/7o Methods and Differential Pressure Test Equipment CERTIFICATION # CERT # 600 Minkier Boulevard - Tukwila, Washington 98188 DATE TESTED REPAIR DATE DATE TESTED NAME City of Tukwila Public Works Maintenance Department Backflow Assembly Test Report Form f� elleem 4,01.0 ACCOUNT # SERVICE ADDRESS�p � S,eic,,LQ,kiNSD FC I METER # CITY 10 i i/A ST TE �a ZIP CODE ASSEMBLY LOCATION tirdVLcioev' 8304-6,_ c,0 a /1 /C,�tiQ CROSS - CONNECTION CONTROL FOR? SIZE Z MAKE LINE PRESSURE AT TIME OF TEST? ScoIG. /( 1GG,l-t..4 .e. MODEL t% a T TYPE 2Pi ,4 SN 65 38-7 W✓ PSI NEW? EXISTING? ❑ REPLACEMENT? ❑ INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA PSI DROP ACROSS #1 CHECK VALVE 7I (.Q PSID PSID ❑ ji ❑ PSI DROP ACROSS #1 CHECK VALVE PSID PSID ❑ ❑ ❑ ❑ ❑ RELIEF VALVE OPENED y, 0 RELIEF VALVE OPENED #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ria No #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ No DCVA #1 CHECK VALVE CLOSED TIGHT? PSID PSID #1 CHECK VALVE CLOSED TIGHT? PSID PSID ❑ ❑ #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes ❑ No #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes No PVBA AIR INLET OPENED AT PSID PSID AIR INLET OPENED AT PSID ❑ PSID ❑ ❑ AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT _ AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ No _ CHECK VALVE LEAKED? PVBA PASSED TEST? Yes No ❑ APPROVED ASSEMBLY? II REMARKS r Q p TEST COMPANYbf DA /� AWay Pf U �1 ✓I(i PHONE aS3 / L// 7910 10 TEST KIT MAKE 11/1;.P/ IAJ4.1 - MODEL c/S SN 030L0a0 .26 CALIBRATION DATE !o%llog 1 cert fy that 1 used WAC 46- 290 -490 a roved Test Methods and Differential Pressure Test Equipment TESTER'S NAME (PRINT F 420 %iGilt) ,,G &j R CERTIFICATION # PROPER INSTALLATION? 0 INSPECTED BY CCS? SIGNATURE REPAIRED BY RETESTED BY CERT # 600 Minkler Boulevard - Tukwila, Washington 98188 DATE TESTED REPAIR DATE DATE TESTED NAME City of Tukwila Public Works Maintenance Department /� Backflow Assembly Test Report Form Lf l'l / L/ ACCOUNT # - SERVICE ADDRESS No6O QUVb FL 1/ METER # CITY ASSEMBLY LOCATION 0 h Wc, (( B CROSS-CONNECTION CONTROL FOR ?'.e rv.a r,/1 /� SIZE —1 MAKE 1.30.443 MODEL ay) - Is J I TYPE 1 ? M SN Ass s AL1 STATE (/'\,)(\ Al Op `] IY1 k_ ZIP CODE LINE PRESSURE AT TIME OF TEST? IDS PSI NEW? W EXISTING? ❑ REPLACEMENT? ❑ INITIAL TEST RESULTS TESTS AFTER REPAIR OR CLEANING RPBA C) PSI DROP ACROSS #1 CHECK VALVE ) Le PSID PSID lif• ❑ PSI DROP ACROSS #1 CHECK VALVE PSID PSID ❑ ❑ ❑ ❑ RELIEF VALVE OPENED 3.2- RELIEF VALVE OPENED #1 CHECK VALVE CLOSED TIGHT? #I CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes 5 No #1 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? APPROVED AIR GAP PROVIDED? RPBA PASSED TEST? Yes ❑ No (N n . - DCVA #1 CHECK VALVE CLOSED TIGHT? PSID ❑ PSID 0 #1 CHECK VALVE CLOSED TIGHT? PSID ❑ PSID ❑ #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #1 CHECK VALVE LEAKED? #2 CHECK VALVE CLOSED TIGHT? #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes No #2 CHECK VALVE LEAKED? DCVA PASSED TEST? Yes No PVBA AIR INLET OPENED AT PSID PSID ❑ AIR INLET OPENED AT PSID PSID ❑ ❑ AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT AIR INLET FAILED TO OPEN? CHECK VALVE HELD TIGHT AT CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ No CHECK VALVE LEAKED? PVBA PASSED TEST? Yes ❑ No APPROVED ASSEMBLY? ,r REMARKS n TEST COMPANY D �^p, ��/Gl., [/Jy x,.19 PHONE S %e& 797 TEST KIT MAKE NitJe 1 certify that I used WAC 2, 290 -490 approved Test Methods and Differential Pressure Test Equi.ment PROPER INSTALLATION? ❑ INSPECTED BY CCS? MODEL yys--- SNQ 3/26 2Q76CALIBRATION DATE 070 r TESTER'S NAME (PRINTED„ %9` 6 SIGNATURE REPAIRED BY RETESTED BY CERT # CERTIFICATION # i `r DATE TESTED 71174 REPAIR DATE DATE TESTED 600 Minkler Boulevard - Tukwila, Washington 98188 FILE CO+ti Y Permit No. ES -009 For Health Hazard Applications Job Name Job Location Engineer Approval . > -.�y ♦sc7ons. Contractor. - _ �Ilt � ~;gri A" p royal (?,.., p Contractor's P.O. No Representative Series Reduced P ssure Zone Assemblies Sizes'. 1/4" - 3" (8 - 8Omm) 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 u Replaceable "seats for economical repair • Bronze body construction for durability 1/4" - 2" (8 - 5Omm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted 1/4" = 2" (8 = 50mm) • Large 'body passages provides low pressure drop • Compact; space saving design • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be :installed at each potential health hazard location to prevent backflow due to backsiphonage and /or backpressure. The assembly shall con- sist of an internal pressure differential relief valve located in a zone between two positive seating check modules With "Cap- tured springs and silicone seat discs. Seats and seat discs shall be replaceable in lboth check modules and the relief valve. There shall be no threads or screws in the waterway exposed to line fluids. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The assembly shall also include two resilient seated isolation valves, four resilient seated test cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editiont; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co: Series 009: tDoes not indicate approval status. Refer to Page 2 for approved sizes & models. '/2" 009QT CITY OF TUKWILA MAR 10 2008 Ez5t �._,.. PERMIT CENTER 2" 009M2QTHC Test Cock No 3 Ball Type Test Cocks Test Cock No.2 - –Test Cock No. 4 First Check Module Assembly Second Check �I - ' Module Assembly Relief Valve Assembly Water Outlet Now Available WattsBox Insulated Enclosures. For more information, send for literature ES -WB. IMPORTANT: INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS 9001 CERTIFIED_ _ WWAITS® REGULATOR USA: 815 Chestnut St., No. Andover, MA 01845 -6098; www.wattsreg.com Canada: 5435 North Service Rd., Buffington, ONT L7L 5H7; www.wattscanada.ca Watts product_ specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or modify product design; construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. CORRECTION Capacity Performance as established by an independent testing laboratory. 1/4" (8mm) 0090T kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 APO kPa psi 138 '20 117 17 96 14 76 11 55 8 '35 50 AP .25 .60 .75 1.17 gpm :95 1:9 2.9 3.8 4.5 Ipm 3/4" (10mm) 009QT kPa psi 172 25 138 20 - 103 15 69 10 35 5 0 .25 .75 1.25 1.50 2.5 3.1 gpm .95 1.9 2:9 3.8 4.8 5.7 9.4 11.8 1/2" (15mm) 009QT 2.5 5 7.5 10 12:5 15 gpm OP 0 3 8 9 5 19 28:5 38 47.5 57 fpm 5 7.5 15 fps 1.5 2.3 4:6 mps 3/4" (20mm) 009M30T * kPa psi 207 30 - 165 24 124 18 83 12 41 6 0 0 02 OP 07.6 kPa psi 207 30 172 25 138 20 103 15 69 10 35 '5 0 0 AP 0 6 10 14 18 22 26 30 34 38 42 46 gpm 23 38 53 68 84 99 114 129 144 160 175 1p 7.5 15 fps 2.3 4.6 mps 1" (25mm) 009M2QT * ES- 009 0403 5 10 20 30 40 50 60 70 80 gpm 19 38 76 114 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) 1' /a" (32mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP 0 0 10 20 30 40 50 38 76 1 4 152 190 5 7.5 10 t5 2.3 3.0 11/2" (40mm) 009M2QT 60 70 80 gpm 228 266 304 Ipm 15 fps 4.6 mps kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 10 20 30 40 50 60 70 80 90 100 1 0 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) 009M2QT AP 0 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP 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 21" (65mm) 009 kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 0 25 50 75 100 125 150 175 200 225 250 gpm 05 10- 295 380 475 570 665 760 885 950 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 3" (80mm) 009 AP O 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 95 190 285 380475 570 665 760 855 950 1045 11401235 fpm 5 7.5 10 fps 1.5 2.3 3.0 mps © Watts'1Regu- later Co ; 2002 Printed in U.S.A. Dimensions and Weight: 1 /4" - 2" (8- 50mm)009 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25" (637mm) 009Ya " -2" SIZE (DN) in. mm in. A mm in. B mm in. DIMENSIONS C mm (APPROX.) 0 in. mm in. L mm in. STRAINER DIMENSIONS M mm N in. mm WEIGHT lbs. kg. 1/4 8 10 250 4% 117 3% 86 11/4 32 51/2 140 23/2 60 21/2 64 5 2 ' 10 10 250 45/3 117 3% 86 11/4 32 51/2 140 23/2 60 21 64 5 2 1/2 15 10 250 4% 117 3% 86 11 32 51/2 140 23/4 70 214 57 5 2 3/4 20 103/4 273 5 127 31/2 89 11/2 38 63/4 171 33/46 81 23/4 70 6 3 1 25 163/4 425 51/2 140 3 76 21/2 64 91/2 241 33/4 95 3 76 12 5 11/4 32 173/2 441 6 150 31/2 89 21/2 64 11% 289 47 /i6 113 31/2 89 15 6 11/2 40 171/2 454 6 150 31 89 21/2 64 111/2 283 41/2 124 4 102 16 7 2 50 213/8 543 73/4 197 41 114 3%4 83 131 343 515/Is 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) 009 STRAINER SIZE in. 1/ 2 MM M in. mm DIMENSIONS (approx.) N in. mm Nit in. mm WEIGHT lbs. kgs. 65 10 254 61/ 165 93/4 248 28 12.7 3 80 10/ 257 tClearance for servicing 7 178 10 254 34 15.4 Watts G -4000 Series QT - Ball Valves MODEL SIZE DN in. mm in. A mm in. C mm in. DIMENSIONS D mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT lbs. kgs. 009LF 212 65 — — — — 412 114 — — 181/2 460 — — 10% 270 76 34.5 0090SY 212 65 3314 845 15% 403 412 114 163/2 416 181/8 460 73/4 197 105/2 270 166 75.3 009NRS 21 65 331/4 845 113/2 289 412 114 163/2 416 181/8 460 73/4 197 10% 270 161 73.0 009QT 21 65 3314 845 6 152 41 114 163/a 416 181/8 460 73/4 197 10% 270 150 68.0 009LF 3 80 — — — — 41/2 114 — — 1812 460 — — 10% 270 76 34.5 0090SY 3 80 341 870 181 470 412 114 165/8 422 181/8 460 83/4 222 10% 270 198 89.6 009NRS 3 80 341/4 870 123/4 324 41 114 165 /e 422 181/8 460 83/4 222 105 /a 270 191 %6.6 009QT 3 80 341 870 7 178 41/2 114 16% 422 181/8 460 83/4 222 10% 270 158 71.7 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 PC - LH - SH - HC - Prefix: C- U- 3/4" - 2" (20 - 50mm) only internal Polymer Coating locking handle ball valves (open position) stainless steel ball valve handles 21/2" inlet/outlet fire hydrant fitting (2" valve) clean and check strainer 3/4" - 1" (20 - 25mm) only union connections (see ES-U009) Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non- rising stem resilient seated gate valves OSY - ULJFM 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 "(15 - 50mm)). Series 009QT 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 1/4" - 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. 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 for 909, 009 and 993 sizes DRAIN OUTLET in. mm in. DIMENSIONS A mm in. B mm WEIGHT lbs. kgs. 909AG -A 1/4" -1/2" 009, 1/2 13 23/8 60 3'/e 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 909A0-F 11/4" -2" 009M1, 2 51 43A 111 6%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 8 " -10" 909 4 102 73/8 187 111/4 394 15.50 7.03 909EL -A '/4 " -'/2" 009, 3/4" 009M2/M3 - - - - - - - - 909EL -C 31/4" -1" 009/909, - - 23/8 60 2% 60 .38 .17 909EL -F 11/4" -2" 009M1, - - 35/8 92 35/8 92 2 .91 11/4" -2" 009/909, 2" 009M2.4 "-6" 993 909EL -H 2'/2" -3" 009/909 - - - - - - - - Vertical A B f • City of Tukwila Jim Haggerton, Mayor Department of Community Development Febfuary'27, .2008 Bob Robinson Permit Place 37936 23rd Place S Federal Way, WA 98003 RE: CORRECTION LETTER #1 Plumbing /Gas Piping Application Number PG08 =044 Chicken Now = 2600 Southcenter Mall, Suite FC -1.1 Dear Mr. Robinson, Jack Pace, Director 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, Brenda Holt Permit Coordinator encl xc File No. PG08 =044 P:\Permit Center \Correction Letters \2008\PG08 -044 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: February 25, 2008 PROJECT: Chicken Now PERMIT NO: PG08 -044 PLAN REVIEWER: Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. ) Please revise sheet P1 per attached mark =up: Cloud revision changes on plan and enter revision number /date in the revision block. Return mark -up with your revision resubmittal. 2) Submit a cut sheet for proposed backflow (item F in Plumbing Equipment Schedule) and circle backflow to be installed. P: joanna / comments 1 PGO8 -044 Joanna Spencer - RE: Westfield tenants trhook up to a grease trap and not to anou grease interceptor Page 1 From: "Marcia Peddicord" <mpeddicord @us.westfield.com> To: "Joanna Spencer" <jspencer @ci.tukwila.wa.us> Date: 04/04/2008 4:26 pm Subject: RE: Westfield tenants that hook up to a grease trap and not to anoutside grease interceptor 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. 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 [rnailto :jspencer @ci.tukwila.wa.us] Sent: Friday, April 04, 2008 4:05 PM To: Marcia Peddicord Subject: Westfield tenants that hook up to a grease trap and not to anoutside grease interceptor Marcia: PERMANENT FILE COPY PW is reviewing CHICKEN NOW @ FC -11 plumbing permit PG08 -044. Application shows that they are connecting to the grease line which is connected to the grease trap provided by the landlord. Please confirm that they are hooking up to the grease trap and not to the outside grease interceptor. It would be helpful for us to get a list of "restaurant/food sery tenants" not hooking up to existing outside grease interceptor(s). Thanks for your cooperation. Joanna Spencer Development Engineer City of Tukwila Public Works Department • PERMIT COORD COPY 411 PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -044 DATE: 03 -10 -08 PROJECT NAME: CHICKEN NOW SITE ADDRESS: 2600 SOUTHCENTER MALL, FC -11 Original Plan Submittal X Response to Correction Letter # 1 Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: Building Division Public W rk)v 4)f) Fire Prevention Structural Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 03-11-08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES/THURS ROUT G: Please 'Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE APPROVALS OR CORRECTIONS: Approved Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 04 -08-08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip:doe 2 -28M2 • • PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG08 -044 DATE: 02 -15 -08 PROJECT NAME: CHICKEN NOW SITE ADDRESS: 2600 SOUTHCENTER MALL - FC -11 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: ,�'� u -► Ing !vision Public Works Fire Prevention Structural n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete n Planning Division n Permit Coordinator DUE DATE: 02 -21 -08 Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: — __ LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS R TING: Please Route Structural Review Required n No further Review Required REVIEWER'S INITIALS: n DATE: APPROVALS OR CORRECTIONS: Approved n Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 03 -20 -08 Not Approved (attach comments) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documentshouting slip:iioc 2 -28 -02 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 REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 3l Plan Check/Perrnit Number: PG 0 0 -044 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name :_ CHICKEN NOW C E EC m' OF ru ,tA MAR 10 2008 NEgMi7 CENTER Project Address: 2600 Southcenter Mall, Suite FC -11 Contact Person: Bob Robinson Phone Number: Summary of Revision: 1._ 1o01r -d6 dS=h jee, 't" k&ve, been reAseA -Iro dLv1 a:te connifi;cr, - V fease, line LoWck ►s cohnec +ed -it -ale 9 case -Wap piav'ded e land lord. OL end P1ecise -Q a clk+ slnee -r- -fbr 44/11, back. -tow peeKyrier 0664 we. -oft Oaluell ng -tb use, -fit- _tea raci, `%ce macktne 1,0ec4t( mop s►n►c. S . ?teo e nOkt +ha+ N 1 -peen r-k menA- has ( u'i (P O.+ Q to st riL be_ .v s\-0 1 114e, pkanS wlvL betel r e v sed (&lec+ 444cc she um e r sr€ -% &v t . ?C L4 d-mnS 4-u -1 or ;' (\ "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on _ (JI GO�r�D \applications \forms- applications on Iine\reVision 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 MORRIPI994MA Licensee Name MORRISON PLUMBING INC Licensee Type CONSTRUCTION CONTRACTOR UBI 602131049 Ind. Ins. Account Id VICE PRESIDENT Business Type CORPORATION Address 1 328 37TH STREET NW STE H Address 2 City AUBURN County KING State WA Zip 98001 Phone 2537352748 Status ACTIVE Specialty 1 GENERAL Specialty 2 UNUSED Effective Date 7/1/2001 Expiration Date 7/1/2010 Suspend Date Separation Date Parent Company Previous License MORRIP *185LG Next License Associated License Business Owner Information Name Role Effective Date Expiration Date MORRISON, ROBERT J PRESIDENT 07/01/2001 MORRISON, LISA VICE PRESIDENT 07/01/2001 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date Page 1 of 2 https: // fortress. wa. gov /lni/bbip /printer.aspx ?License= MORRIPI994MA 06/09/2008 EQUIP LIST 32 33 3 -COMP. SINK (OSCI) 1 -COMP. SINK (OSCI) 0 1 96 "W 30 -1 /2 "D 40 -1 /2 "H 38.5 "W 27 -1 /2 "D 40 "H "EAGLE" MODEL #412- 18 -3 -18 R &L BOWL SIZE 24x18; PROVIDE W / "FISHER" #3254 BACKSPLASH MOUNTED FAUCET "EAGLE" MODEL #414- 16 -1 -18 R OR L BOWL SIZE 20X16 PROVIDED W /1 -1/2" IPS BASKET TYPE WASTE. PROVIDE 1/2" IPS HOT & COLD WATER CONNECTIONS, PROVIDE W/T&S FAUCET SPRAYER #T- 40 /B129BV W /ADD ON FAUCET #6156 ADF. PROVIDED W/1 -1/2" IPS BASKET TYPE WASTE. PROVIDE 1/2" IPS HOT & COLD WATER CONNECTIONS. / MARK 1 2 12 DRINK DISPENSER (OSCI) 3 DROP IN PAN (QSCI) 6 50X -IN (OSCI) SODA DISPENSER/ 7 ICE BIN (OSCI) 8 COLD-CUP DISPENSER (QSCI) REAR /SIDE 9 COUNTER (CSCI) 10 MENU BOARD (SSCI) 11 HOLDER (CSCI) 16 GAS GRIDDLE /RANGE (OSCI) 1$ ELECTRICAL GRILL (OSCI) HEAT LAMP 17 STRIPE (OSCI) HIGH VOLUME 24 GAS FRYER (OSCI) 26 EXH. HOOD (OSCI) (fi5�xv , 34 29 SANDWICH TOP 39 REFRIG. 39A WORK TOP 39B FREEZER 40 WATER HEATER (CSC() 42 WALL SHELF (QSCI) 44 SHELF UNIT (OSCI) 46 46A RESPONSIBILITY ITEM/ SERVICE COUNTER (CSCI) POINT OF SALE SYSTEM (OSCI) ANSUL SYSTEM TANKS AND CONTROL PANEL ICE MAKER ICE BIN ( OSCI ) REFREGIRATED COLD WELL HAND SINK DROP IN (OSCI) HAND SINK WALL MOUNTED (OSCI) 47A 47B 2 DOOR FREEZER (QSCI) 2 DOOR COOLER (OSCI) 51 ELECT. PANELS (CSCI) AREA KITCHEN SALES COOKING QNTY DIM.S SPECIFICATIONS: VARIES CUSTOM FABRICATED 1 SEE SEE SECTIONS PLAN 3 Casio #QT -8000 1 COORD. W /OWNER 1 COKE CO, 2 "SITCO" #WRD -6 ; REQ. 110V/20 AMP GRND. OUTLET ; 1/2" CW REDUCED TO 3/8" W /GATE VALVE. 1 -1/2" DRAIN (3) 4.375 "D " TOMLINSON" MODEL #ELC -1002 5,875 "D "TOMLINSON" MODEL #ELC -1020 VARIES CUSTOM FABRICATED 1 SEE STAINLESS STEEL PLAN 1 VARIES CUSTOM FABRICATED SEE SEE SECTIONS PLAN 8 COORD. WITH OWNER 1 CRATHCO D35 11SV /60 HZ, 8.5 AMPS 1 34" W VULACAN #GH60T /45 39" D 36" H 1 12" W 35" D 15" H TAYLOR COMPANY QS12 1 CUSTOM HATCO OVERHEAD WARMER HEAT LAMP 62" W ULTRAFRYER SYSTEM 1 35" D MODEL# B- P30 -14 -4 33" H 360,000 BTU /HR 120V/60 HZ/ 10 8.5 AMP 24 "H W/UGHT FIXTURES 1 SEE HOOD DRAWING 1 "ANSUL" PRE -ENG. LIQUID CHEMICAL FIRE SUPPRESSION SYS. W /FIXED NOZZELS. SYS. TO BE UL CLASSIFIED AND INSTALLED PER NEPA #96 REQ. SYSTEM SHALL BE CAPABLE OF AUTOMATIC AND MECH. OPERATION W /AUTO SOUNOID GAS VALVE SHUT DOWN. 1 1 24 "D FLOOR QUARRY TILE QT -1 QUARRY TILE QT -1 QUARRY TILE QT -1 CUBER "MANITOWOC" #5N950 CUBER 22" W. AIR COOLED: 30 -1/4" H 208-230/60/1 15.0 AMPS 3 WIRE W /NEUTRAL FOR 115V BIN B570 30" W. 34" D 44" H. 32.31" W 2 31.5" D 46" H 28" W. 1 19.5" D. T 2424 DELFIELD 4432 mega top ref. 115/60/1 7.2 AMPS 1/5 HP APW WYOTT CW -1 1/5 HP. 4 AMPS 1 4830 W ' D 33 "H TRUE TWT -48F 115/60/1 5 AMPS 1/5 HP 1 SEE PLUMBING 3 14 "D 74 "H "METRO" WALL UNIT SEE PLAN FOR WIDTH VY SEE 3 PLAN "EAGLE" 4 -TIER COATED WIRE SHELVING CATALOG #18602 W /P74 -C POSTS 10 "W "ADVANCE" 1 14 "D MODEL #01 -1 -10 10 "H 14 -1/2 "W "EAGLE" 1 1B -1 /2 "D MODEL #HSA - WALLS WHITE CER. TILE T -4 CER. TILE SEE ELEV. STAINLES STEEL PANELS SEE ELEV. CEILING WASHABLE VINYL FACED LAY -IN TILE SCP -1 PAINTED RED, GB -1 PAINTED SOFT BEIGE, GB-1 REMARKS: U 9 m PROVIDE AND INSTALL MARINE GRADE PLYWOOD AT ALL WET AREAS INCLUDING BEVERAGE AND STEAM TABLE AREAS. VI FIELD VERIFY EQUIP. BEFORE MAKING ANY CUTS IN THE COUNTER TOP. FITS CUT OUT MEASURING 23 -1/4 "x23 -1/4° CONTACT SANDY MANUEL(813)973 -3465 TO COORD, DEL V. FIELD VERIFY EQUIPMENT BEFORE MAKING ANY CUTS IN THE COUNTER TOP. 5 PANELS MUST BE PROVIDED W/ LEGS, STAND AND CASTERS MUST BE UNDER HOOD VENTING 200 F,F.M. FER SQ. FT. OF EQUIP. SURF. 3/4" GAS INLET IS LOCATED AT LEFT REAR, GAS PRESSURE MUST BE 6" W.C. FOR NATURAL OR 10" W.C. FOR PROPANE BTU /HOUR TOTAL = 150,000 BTUH PROVIDE DORMONT QUICK DISCONNECT SYS - EM. 208 VOLT/ 60 HZ / 30 PROVIDED W/ L15 -30P 9.6 KW, 27 AMP GLO -RAY® INFRARED FOODWARMER, HIGH WATTAGE, TUBULAR METAL HEATER ROD, SINGLE HEATER ROD HOUSING, ALUMINUM CONSTRUCTION, 1100 WATTS, UNIT TO BE VENTED UNDER CANOPY W /MECH, EXHAUST SYS. 3/4" I.P.S. MANIFOLD AND GAS CONNECTION. PROVIDE " DORMONT" QUICK DICONNECT SYSTEM. GAS PRESSURE TO BE 6" W.G. FOR NATURAL OR 11" W.C. FOR PROPANE. LENGTH & WIDTH VARY, SEE PLAN AND HOOD SHOP DWGS. EXHAUST /SUPPLY DUCTS TO BE CUSTOM SIZED FOR CONTROL OF SMOKE FROM WOK. ASSEMBLY, TESTING AND CERTIFICATION BY GEN. CONTR. INSTALL SYSTEM AS CLOSE TO CEILING AS POSSIBLE. MIN HOT. TO BOTT. OF UNIT TO BE 6' -6" AFF. NOTE: NOZZELS AND PIPING IN PUBLIC VIEW SHALL BE CHROME FINISHED. ELEC: FOR EMERGENCY SHUT OFF, CONNECT CONTROL PANEL TO SOLINOID FOR SHUT DOWN OF GAS SUPPLY UPON ACTIVATION. PLUMB :CONNECT ANSUL TANKS TO HOOD W/ RED PAINTED PIPE. INSTALL GAS SOLINOID VALVE SIZED PER PIPE SIZE. //// / /// r / / /,/ ; % - . r i / / /// / / /// / i ' ALLOW 6" AIR CLEARANCE @ BACK OF UNIT. ELEC: 208- 230V/60/1 - 7 AMPS SIMPLEX @ 80" AFF (3 WIRE WITH NEUTRAL FOR 115V) PROVIDE 6' CORD AND PLUG TO UNIT. PROVIDE 3/4" INDIRECT WASTE DRAINS FROM BIN & CUBER. 3/8" O.D. CONDENSATE AND 1/2" INDERECT WASTE FROM CONDENSER TO FLOOR DRAIN. MAINFOLD AS REQUIRED. SEE PLUMBING • GEN, CONTR. SET SHELF HGTS. AS FOLLOWS: BOTTOM SHELF:6" A.F.F. / SECOND SHELF :24" A.F.F. THIRD SHELF:48" A.F.F. / FOURTH SHELF:72" A.F.F. PROVIDE 1/2" IPS HOT & COLD WATER CONNECTIONS PROVIDE 1/2" IPS HOT & COLD WATER CONNECTIONS • %//77//i/% - / /4 ///:/;//'/// , / ; /,,, : �'� / // /// P 4 i 1 52" 35" D. 83" H. 2 58" L 35" D. 83" H. 1 TRAULSEN #G22010 115/60/1 NEMA L14 -20P PLUG 14.9 AMP 3/4 HP TRAULSEN #RHT232WUT -FHG 115/60/1 NEMA L14 -20P PLUG 10.4 AMP 1/2 HP SEE ELECTRICAL DWG. ROOM FINISH SCHEDULE BASE QTB -1 QTB -1 QTB -1 1 MATERIM ABBREVIATIONS: FLOOR "DAL - TILE 6 "X6" "ARID GRAY" #Q42 SMOOTH ABRASIVE, TILE HAS WET -DRY (QT-1) S.C,O,F. OF 0,73 -0.90 INSTALL WITH CADET GRAY COLOR GROUT. SEE CONSTRUCTION NOTES AND SPECIFICATIONS FOR INSTALLATION PROCEDURES. BASE QTB -1 COVED TILE BASE = 6" HIGH, "DAL- TILE" TO MATCH QT -1 WALLS 12X12 MOSAIC SHEET BY KPTILES (248- 853 -0418) RASPBERRY ILLUMINATI MOSAIC TILE, WITH WHITE COLORED SAND GROUT. 4- 1/4 "X4 -1/4" DALTILE GLASS REFLECION "WHITE ICE #CR13" 6 "X12" ASI PORCELAIN COLLECTION FLCCD344 PHOENIX STYLE 4X4 WHITE CERAMIC TILE. "DAL- TILE" #D -100 WITH MATCHING COLORED SAND GROUT, COUNTERS (GR 3/4" THICK GRANITE "TROPICAL BROWN" INSTALLED PER MANUFACTURER'S RECOMENDATIONS CWD -1) 1 -1/2" THICK ULTRA PREMIUM HARD ROCK MAPLE EDGE GRAIN COUNTER TOP CUTTING BD. CEILINGS SUSPENDED CEILING PANELS: 2'x4' VINYL CLAD GYPSUM ROCK, "USG ", GRID: CHICAGO METALIC: SERIES 830 ALUMINUM W/ WHITE FINISH #41 CG B- GYPSUM BOARD, CEILING- 5/8" TYPE "X" PAINTED PER REFLECTED CEILING PLAN MIS 1/2" THICK SOLID SURFACE MATERIAL, CORIAN, COLOR SILT TO BE INSTALLED PER MANUFACTORER'S RECOMENDATIONS. P - PAINT METAL DOOR & FRAME ETC.: "SHERWIN WILLIAMS" CELU -TONE SATIN LUSTER ENAMEL; WHITE, USDA APPROVED. BENJAMIN MOORE RED (2000 -10) BENJAMIN MOORE SOFT BEIGE (2156 -60) BENJAMIN MOORE RACING ORANGE (2169 -10) STAINLESS STEEL, NOTE: 1. ALL FINISHES TO BE MIN. CLASS "C". 2. ALL MATERIALS USED FOR INTERIOR FINISHES AND TRIM SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84. 1. 2. 3. 4, FINISH IN TION NOTES: BRING INCONSISTENCIES BETWEEN FINISH MATERIAL NOTES, FINISHES PLAN, INTERIOR ELEVATIONS & DETAILS TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO ORDERING MATERIALS OR BEGINNING INSTALLATION. SUBCONTRACTORS MUST EXAMINE EACH INSTALLATION AREA FOR CONDITIONS INTERFERING WITH PROPER, TIMELY, OR ACCEPTABLE COMPLETION OF THE WORK & SHALL NOTIFY THE GENERAL CONTRACTOR OF UNACCEPTABLE CONDITIONS REQUIRING ATTENTION BEFORE FINISH MATERIAL INSTALLATION. DO NOT BEGIN FINISH MATERIAL INSTALLATION BEFORE UNACCEPTABLE CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE GEN, CONTRACTOR & ARCHITECT FOR THAT PORTION OF THE WORK. PERFORMANCE OF THIS WORK BY THE INSTALLER INDICATES ACCEPTANCE OF ALL SUBSTRATE CONDITIONS & ASSUMPTION OF RESPONSIBILITY FOR COMPLIANCE WITH MATERIAL INSTALLATION QUALITY STANDARDS. EQUIPMENT NOTES: 1. ALL EQUIPMENT AND SIGNAGE SHALL BE PURCHASED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. 2. FOOD SERVICE AND BEVERAGE DISPENSING EQUIPMENT SHALL COMPLY W/ NSF REQUIREMENTS AND REQUIREMENTS OF LOCAL HEALTH OFFICIALS HAVING JURISDICTION. 3. INSTALLATION AND CONNECTION OF ALL FOOD SERVICE EQUIPMENT IS TO BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE INDICATED. 4. SHELVING UNITS SHALL BE ASSEMBLED AND SET IN PLACE BY THE GENERAL CONTRACTOR. 5. FOOD SERVICE EQUIPMENT REQUIRING AN ELECTRICAL CONNECTION IS TO BE FURNISHED W/ CORD AND PLUG UNLESS OTHERWISE INDICATED. 6. VERIFY THE ELECTRICAL AND MECHANICAL REQUIREMENTS OF FOOD SERVICE EQUIPMENT PRIOR TO INSTALLATION. 7. SINKS SHALL BE PROVIDED W/ DRAIN TAILPIECES AND I i I INGS. THE GENERAL CONTRACTOR SHALL PROVIDE SHUT -OFF VALVES, SUPPLIES AND TRAPS NECESSARY TO CONNECT SUCH SINKS. 8. PROVIDE A SHUT -OFF VALVE AT HOT AND /OR COLD WATER SERVICE TO EACH PIECE OF EQUIPMENT REQUIRING WATER CONNECTION(S). 9. PROVIDE A BACKFLOW PREVENTER AT EACH PIECE OF EQUIPMENT REQUIRING WATER CONNECTIONS. ( NOT INCLUDING SINKS ) NOTE: THE ABBREVIATIONS NOTED ON THE EQ. SCHEDULE: "O.S.C.I." STAND FOR: 0= OWNER C= CONTRACTOR 5= SUPPLIED I= INSTALLED PLUMBING ACCESSORIES SCHEDULE: A B SURFACE MOUNTED SOAP DISPENSER BOBRICK #B -87 SURFACE MOUNTED PAPER TOWEL DISPENSER - BOBRICK #82621 EXISTING FILL VOIDS WITH U.L. #HW -S -0009 (1 -HR) EXISTING SEAL TO DECK JOINT TAPE & COMPOUND VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS. AS AN ALTERNATE, NOMINAL 3/32 IN. THICK GYPSUM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE SURFACE OF CLASSIFIED VENEER BASEBOARD, JOINTS REINFORCED ALL FIRE -WALL PENETRATIONS TO BE INSTALLED PER U.L. NUMBERS: WL 1001 WL 2002 WL 1002 WL 2003 WL 1003 WL 2004 WL 5001 WL 2005 WL 5002 SCALE: 3/4" = 1' -0" U.L. DESIGN NO. U425 NONBEARING WALL RATING - 1 HR. info. winos AT SST. DOWSING WALL EXISTING FLOOR & CEILING RUNNER: 20 MSG (MIN.) GALV. STEEL 1 IN. HIGH, RETURN LEGS 3 -5 /S IN. WIDE (MIN.) ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. GYPSUM WALLBOARD: 5/8 IN. THICK, TYPE X, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND CEILING TRACK WITH 1 IN, LONG, TYPE S SELF - TAPPING STEEL SCREWS SPACED 8 IN. O.C. ALONG EDGES OF BOARD AND 12 IN. O.C. IN THE FIELD OF THE BOARD. JOINTS ORIENTED VERTICALLY AND STAGGERED ON OPPOSITE SIDES OF THE ASSEMBLY. U.S. GYPSUM CO. -TYPE 'C' OR EQUAL. EXISTING STEEL STUDS: 3 5/8" IN. WIDE (MIN.) 1 -1/4 IN. LEGS, 3/8 IN. RETURN, FORMED OF 25 MSG (MIN.) GALV STEEL MAX STUD SPACING 24 IN. O.C. EXIST.FLOOR & CEILING RUNNER: 20 MSG (MIN,) GALV. STEEL 1 IN. HIGH, RETURN LEGS 3 -5/8 IN. WIDE (MIN.) ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. O.C. QTB -1 BASE SALES AND KITCHEN AREA, TILE T -4 OVER GYP. BD. WATER PROOF MEMBRANE LATICRETE 9235 INSTALLED PER MEG. SPECIFICATIONS. PERIMETER FLOOR. (KITCHEN & SALES) TYPE OF WATERPROOFING SUBJECT TO L,L- APPROVAL / FLOOR TILE TYPICAL PERIMETa WATER PROOFING DAL �U-O SPACE SCALE: N,T.S 'rectie � CODE. CONIC ‘s tv APR -. f6 Vtltl \"vit,DIO T -4 SEE ELEV. 5/8" TYPE 'X' GYPSUM BD. FROM FLOOR TO UNDERSIDE OF ROOF DECK SCALE: 3" = 1' -0" 5/8" 3 5/8" MTL. STUDS 5/8" - LEASE LINE -. -.- 5/8" WATER RESISTANT GYP. WALL BD. TILE, SEE ELEVATIONS . NSIDE CORNER DETAIL CLEAR SILICONE SEALANT 'ALL' INSIDE TILE CORNERS TILE SEE ELEVATIONS 16 GA S/S ANGLE CORNER GUARD, SET IN PLACE W/ STR'L ADHESIVE & SILICONE ALL EDGES S. SCALE: 1 1/2" = 1' -0" PLAN VIEW 16 GA.S /S END WALL CAP GUARD, SET IN PLACE WI STR'L ADHESIVE & SILICONE ALL EDGES ///z/ /.7 / / /ii /i /i6 STAINLESS STEEL SODA DISPENSERS NEED TO WITH NO COPORATE GRAPHICS. THERE ARE NO FREE STANDING ITEMS ALLOWED AT FRONT COUNTER. SERVICE ITEMS MUST BE PLACED UNDERNEATH FRONT COUNTER. FIRE EXTINGUSHERS -CLASS K CLASS K FIRE EXTINGUISHERS SHALL BE PROVIDED FOR HAZARDS WHERE THERE IS A POTENTIAL FOR FIRES INVOLVING COMBUSTIBLE COOKING MEDIA. [NFPA 10 :4.3.2] CLASS ABC FIRE EXTINGUISHERS. EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. THE TOP OF THE EXTINGUISHER SHALL NOT BE MORE THAN S FT. ABOVE THE FLOOR AND THE BOTTOM OF THE EXTINGUISHER SHALL NOT BE LESS THAN 4 INCHES ABOVE THE FLOOR. EXTINGUISHERS SHALL BE INSTALLED IN ACCORDANCE WITH CLASSIFICATION, RATING, AND DISTRIBUTION REQUIREMENTS OF NFPA 10. [NFPA 1: 13.6.1.2] CEILING SUPPORT WIRE SUSP. CLG, S1AINLESS STEEL TRIM HOOD TRIM AT HOOD SCALE: 3" = 1' -0" EQUIPMENT P SCALE: 1/4" = 1' -0" FILE COPY Permit No. City of Tukwila BUILDING DIVISION 3" S/S CHANNEL WELDED TO HOOD BY MANUFACTURER Plar review approval is subject to snobs and 011iSSiOTIS. Approval of does not authorize the violation - Wetted Code L Receipt of y ,.. :lase . _�. ..= r �i = =�. '.•= ry.:� REVISIONS Ito changes shall be made to the scoop of work without prior approval of TtlfIa Building pons %n submittal NOTE. Revisi ns f require a new P and may include additional plan review tees. SEPARATE PERMIT REQUIRED FOR: ellitechanicai gifBeca1 0 Plumbing - ryas Pig . ° kwlla - • 1 814a _ 1/8" POP RIVET ALL MEMBERS ONE WALL ACOUSTICAL CLG TILE CONT. MIL WALL ANGLE #12 /GA 6A VERTICAL WIRE @ 48" O.C. MAXIMUM (EW) CONT. HORIZONTAL 'T' RUNNERS TYPICAL EACH WAY ALL SUPPORTS TO BE FROM STRUCTURAL BEAMS AND JOISTS AND NOT FROM DECK ABOVE. NOTE: 1. ACOUSTIC TILE CEILINGS, LIGHT FIXTURES & DIFFUSERS ARE TO BE IN CONFORMANCE WITH UBC STANDARDS 25-2 2. ALL LAY -IN PANELS SHALL BE SECURED TO THE SUSPENSION SYSTEM WITH TWO HOLD DOWN CUPS MINIMUM FOR EACH TILE W /IN A 4' -0" RADIUS OF THE EXIT LIGHTS AND EXIT SIGNS. 3.INDEPENDANT SUPPORTS AND BRACES SHALL BE PROVIDED FOR UGHT FIXTURES REQ'D FOR EXIT ILLUMINATION. 12 WIRE HANGERS © 48" O.C. o • ° �,� SUSPEND FROM STRUCTURE ABOVE RECEIVED CITY OF TUKWILA MAR 10 2008 PERMIT CENTER CROSS RUNNER ° 6" ABOVE COUNTER GRANIT TRIM/SHROUD TO FURTHER CONCEAL UNITS SEE DETAILS ON SHEET A-4 H self service ordering TRAY STORAGE COMPRESSION STRUT HANGER 12' -O" O.C. #12 6 GA. SPLAY WIRE BRACING IN PLANE OF EACH RUNNER. START W/IN 6' -O" OF WALL AIN RUNNER OR METAL 'T' CHANNEL AT ACOUSTIC TILE CEILING GRID � I2 PERIMETER WIRE HANGERS B MAX FROM WALL: TYPICAL FOR ° MAIN AND CROSS RUNNERS GLASS SNEEZE GUARD PROVIDE 1/2" CLR SPACE BT N WALL & TILE +-------- CEILING DIAGONAL BRACING ® 12' --0" O.C. • ° EACH WAY. OMIT WHERE ROOM IS LESS THAN 144 SQ. FT. TYPICAL CEILING SEISMIC REC BRACING GRID PLAN MAR 1 TUK PUBLIC CORRECTION LT R# I 1 V DATE: 12 -24 -07 JOB NO: 0734 DRAWN: CHECKED: REVISIONS �1 REVISED PER LANDLORD 1/23/08 DAVID H I ATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 1REGIIIYERED ARCHITECT DAMID HIArr SPATE OF WA: Nrn ToPo EQUIPMENT PLAN, SCHED. DETAILS, FINISH SCHED. WED 7008 SHEET NUMBER ILA /VORKS OF.S WATER F.U. CALCULATION QN. F.U. TOTAL 3 COMP SINK 1 3 3 HAND SINK 2 2 4 MOP SINK 1 2 2 ICE MACHINE 1 1 1 SODA RACK 1 1 1 TOTAL F.U. 11 WASTE F.U. CALCULATION QN. F.U. TOTAL 3 COMP SINK 1 3 3 HAND SINK 2 2 4 MOP SINK 1 3 3 FLOOR SINK 4 2 8 FLOOR DRAIN 2 2 4 TOTAL F.U. 22 1" I.D. FROM AHU 1/2" 1/2" 3/4" 3/4 "" SCALE: 1/4" = 1' - 0" WATER METER 4' -0" ABOVE FLOOR TO EXISTING LANDLORD ' PROVIDED GREASE WASTE LINE CONNECTED TO EXTERIOR GREASE TRAP WHICH IS PROVIDED AND2," MAINTAINED BY lA LANDLORD. 3/4" WASTE ISO 1.1/2" F.C.O 1" I.D. TO FLOOR SINK 1/2" MAY EXTEND AS WASTE OR VENT CLEANOUT TEE ---- WALL mot OUT DETAIL SCALE: NONE COVER FLUSH w/ FIN.FL. 1/8 BEND AT END OF LINE CLEANOUT FIN. FLOO EXISTING FLOOR SLAB CLEANOUT PLUG AND BODY. SEE SPECS. MOOR SCALE: NONE 8 7/8 "x35 /8 " /4 "HIGH FUNNEL IF SPECIFIED. F.C.O ADJUSTING COLLAR 1/8 BEND FULL SIZE, 4" MAX. PLUG IF END OF LINE FLOOR GRATE MOUNT FLUSH WITH FLOOR SCALE: NONE 4" DEE GALV PAN W/ SOLDERED JOINTS SAFETY PA EXISTING FLOG W SLAB I HUB OUTLET FIOOR SINK DETAIL AIR HAMME ARRESTORS HW SUPPLY T & P RELIEF VALVE (PIPE TO PAN) PROVIDE DIELECTRIC FITTINGS AT WATER HEATER CONNECTIONS DRAIN LINE LIFT OUT ALUMINUM SEDIMENT BUCKET. - - CLEANOUT PLUG AIR GAP =2x "d" 1� 2 GAL, EXPANSION TANK ( AMTROL ST -5) ATE VALVE \_. CW SUPPLY CHECK VALVE DRAIN VALVE COUNTERSUNK SCREW MAIN WASTE LINE SHUT OFF VALVE MGM CODE COLD WATER PIPING FILTERED WATER PIPING - INDIRECT WASTE PIPING SAN. WASTE PIPING +■ EXIST. SAN. WASTE PIPING — WASTE VENT PIPING T & P RELIEF VALVE VALVED WATER TAP 4---- CONNECT TO EXISTING HOT WATER PIPING LANDLORD NOTES ALL FOOD SERVICE AND EXCESSIVE WATER USE TENANTS SHALL BE REQUIRED TO INSTALL A COLD WATER SUB -METER ASSEMBLY (REGISTERING IN GALLONS) WITH PRESSURE REGULATOR, GROUND JUMPER WIRE AND ALL FURTHER INSTALLATIONS AND CONNECTIONS, IN ACCORDANCE WITH ALL GIVEN REQUIREMENTS AT THE REAR PORTION OF THE TENANT SPACE IN A READILY ACCESSIBLE LOCATION, AT A MAXIMUM (491 ABOVE THE FINISHED FLOOR. ALL TENANTS LOCATED ABOVE (MALL LEVEL 1) SHALL INSTALL A DRIP PAN SYSTEM BELOW ALL UNDER FLOOR PIPING. DEDICATED 4' GREASE WASTE LINE IS AVAILABLE WHICH TERMINATES INTO A DEDICATED GREASE INTERCEPTOR OUTSIDE THE BUILDING IN THE PARKING LOT. THE GREASE WASTE LINE WILL BE INSULATED AND HAVE AN ELECTRIC HEAT TRACE FOR TEMPERATURE MAINTENANCE. POWER FOR THE ELECTRIC HEAT TRACE WILL COME FROM THE TENANT'S ELECTRICAL PANEL LANDLORD WILL PROVIDE HEAT TRACE STUBBED TO WITHIN THE DEMISED PREMISES. SEE BULLETIN 9 FOR ELECTRICAL REQUIREMENTS. MARK DESCRIPTION/ SUPPLY WASTE VENT ACCESSORIES PIPING PIPING PLU.r rlN6 QWp BAG -IN BOX BEVERAGE DISPENSER ICE MACHINE 1/2' FW 3 -COMP. SINK VEGETABLE 1/2" CW 1-1/2" SINK 1/2" HW INDIRECT MOP BASIN WATER HEATER HAND SINK COUNTER RECESSED HAND SINK FLOOR SINKS SHOCK SUPPRESSERS 3/8" FA/ 6" P.V.C. 6" P.V.C. 1/2" CW 1/2" HW 1 -1/4" CW IN 1 -1/4" HW OUT 1/2" CW 1/2" HW 1/2" CW WALL MOUNTED 1/2 HW 1/2" CW N/A N/A 1 -1/2" INDIRECT ISULATED 3/4" INDIRECT 2" ISULATION 3/4 INDIRECT 1 -1/2" 1-1/2" FLOOR DRAIN 3" 4" AIR GAP SEE EQUIP. SCHED. SHEET A -2 CUBER : "HOSHIZAKI" #KM -630 MAE CUBER AIR COOLED: BIN: B A.O. SMITH # DEL -50 12 KW INPUT (2) 6 KW HTNG ELEMENTS 49 GPM @ 100° FUSE RECOVERY RATE, 50 GAL CAPACITY 26 1/2" DIA 32hHIGH 166 LB, SEE ELECT. FOR VOLTAGE SEE EQUIP. SCHED. SHEET A -2 JOSAM 30000 -S SERIES OR APPROVED EQUAL BOTTOM OUTLET WITH SUPER -FLO SQUARE NIKALOY STRAINER JOSAM 49300 & 49310 SERIES, SUPER -FLO, 6" MEDIUM DEEP BODIES 8" SQUARE TOPS OR APPROVED EQUAL AMTROL DIATROLS 537 WATTS - 1/2" Bronze RPZ (009QT) OR APPROVED EQ. INSULATED INDIRECT DRAIN TO FLOOR DRAIN PROVIDE BACKFLOW PREVENTOR. INSULATED 3/4" I.D. DRAINS FROM ICE BIN & CUBER TO FLOOR DRAIN. 3/8" CONDENSATE & 1/2" 1.D. FROM THE CONDENSER TO FLOOR DRAIN. MANIFOLD DRAIN LINES AS NEC. PROVIDE BACKFLOW PREVENTOR INDIRECT DRAIN TO FLOOR SINK TO GREASE LINE 1" I.D. DRAINS FROM PAN TO FLOOR SINK AS SHOWN UNIT TO BE SUPPLIED W/ MIXING VALVE ANCHOR TO WALL w/2 -23" x12GA. STRAPS. SEE ELEV. NOTES NECT TO GREASE LINE INSTALLED AS RECOMMENDED BY P.D.I. PROVIDE BACK FLOW PREVENTER AS SHOWN OR WHEREVER BACK SIPHONAGE IS POSSIBLE. GREASE TRAP LOAD CALCULATIONS 3 -COMP. SINK: BOWL SIZE =12 "x24 "x18" =5184 C.I. x 3 15,552 C.I. 231 C.I. /GAL. 67.33 GAL, x.75 MOP SINK EQUAL TO 3 F.U. = 7.5x3 = 22.5 G.P.M. GREASE RETENTION CAPACITY REQUIRED: 47.75 G.P.M, x 2.25 LBS.= 107.43 LBS. Y - Y Y Y Y Y - 50.49 G.P.M. 2 MIN, DRAIN TIME 25.25 G.P.M. PLUMBING EQUIPMENT NOTES: TIE-IN PLUMBING DRAIN LINES TO EXIST. 4" SANITARY WASTE LINE, CONTRACTOR TO VERIFY EXACT LOCATION LOCATION IN FIELD. 1A TIE -IN PLUMBING DRAIN LINES TO EXIST. 4" GREASE WASTE LINE PROVIDED BY LANDLORD, CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. LANDLORD GREASE TRAP UNDER SEPARATE PERMIT BY LANDLORD, LANDLORD GREASE TRAP IS 6000 GALONS. 0 CONNECT VENT LINES IN CEILING SPACE. INSTALL 3" VTR IN COMPLIANCE WITH LANDLORD REQUIREMENTS. CONNECT WATER SUPPLY TO EXISTING SUPPLY LINE. CONTRACTOR TO VERIFY EXACT LOCATION IN FIELD. CONTRACTOR SHALL PROVIDE A 6" C.I. PIPE CHASE UNDER COUNTER W /SWEEPING BENDS AT EACH END & TERMINATING @ 12" A,F,F. FROM SYRUP LINES. LOCATION IS SHOWN BY DOTTED LINES ON PLUMBING WASTE DIAGRAM. (S PROVIDE BACK FLOW PREVENTER AS SHOWN OR WHEREVER BACK SIPHONAGE IS POSSIBLE. C . ) FILTER WATER TO BE SUPPLIED TO THE ICE MACHINE AND COKE SYRUP LOCATION ONLY STUB ELBOWS ABOVE FLOOR AT LOCATIONS SHOWN ON PLAN, 2" ON CARBONATOR AND, 2" ON DISPENSER END: TRIM ELBOWS FLOOR SLAB SEAL FLOOR PENETRATION WITH FLEXIBLE WATER -PROOF MATERIAL TO COMPENSATE FOR PIPE EXPANSION FLOOR/CLG. ASSEMBLY SEAL TO CABINET WITH SILCONE LENGTH AS REQUIRED SIX INCH C.I. CONDUIT AND FITTINGS WITH WELDED JOINTS. USE MINIMUM QUANTITY OF FITTINGS. PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS, WITH MINIMUM 24" RADIUS. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. CUT CONCRETE FLOOR SLAB at REPAIR WATERPROOFING, PATCH SLAB PER LANDLORD'S REQUIREMENTS. GENERAL CONTRACTOR SHALL SEAL ENDS OF CONDUIT WITH FOAM AFTER SYRUP LINE IS INSTALLED IN CONDUIT. INSTALL IF NOT EXISTING SODA COND ® SCALE: 1 1/2" = 1' -0" APPROX.12" 1/2" TRAP PRIMER STRAINER, FLUSH w/ FLOOR SCALE: NONE C ADJUSTABLE DRAIN HEAD DRAIN BODY INSIDE CAULK PIPE * THE DOMESTIC WATER PIPING SYSTEM SHALL BE FLUSHED WITH CLEAN POTABLE WATER UNTIL CONTAMINATED WATER DOES NOT APPEAR AT THE OUTLET AND SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PPM OR CHLORINE AND ALLOWED TO STAND AS REQUIRED BY CODE BEFORE FLUSHING. THE SYSTEM SHALL BE FLUSHED COMPLETELY WITH CLEAR WATER UNTIL ALL RESIDUAL CHLORINE CONTENT IS REMOVED. CHLORINATION SHALL BE PERFORMED AFTER ALL PIPING AND FINAL CONNECTIONS AND PRESSURE TESTING HAVE BEEN COMPLETED.* 2" V, C/O SCALE: 1/4" = 1' -0" 2" V. C/O I WATER ----- FILTER 2"V: C/O WASfl PLA$ SCALE: 1/4" = 1' -0'• / rl 11 r -T it i � 1 .:. r II- ISOMETRIC VIEW I .. L G PMSG SPECIFICATIONS 1. ALL WORK UNDER THIS HEADING SHALL BE PERFORMED AND ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED IN STRICT COMPLIANCE WITH ALL RATINGS, CODES AND STANDARDS OR OTHER AUTHORITIES HAVING JURISDICTION. 2. ALL LICENSES, PERMITS, INSPECTIONS AND FEES REQUIRED FOR WORK UNDER THIS HEADING SHALL BE SECURED, PERFORMED AND PAID FOR BY THIS SUBCONTRACTOR AS A PART OF HIS CONTRACT. 3. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS, AND FULLY EQUAL TO THE QUALITY SPECIFIED. WORK SHALL BE PERFORMED BY SKILLED MECHANICS AND WORKMANSHIP SHALL BE FIRST CLASS IN EVERY RESPECT. CONTRACTOR SHALL HAVE A COMPETENT SUPERINTENDENT (WHO IS EXPERIENCED IN THE WORK BEING INSTALLED UNDER THIS CONTRACT) IN CHARGE OF WORK AT ALL TIMES DURING CONSTRUCTION. 4. ALL PIPING SHALL HAVE THE MANUFACTURER'S NAME ROLLED INTO EACH LENGTH, OR SHALL OTHERWISE BE PROMINENTLY IDENTIFIED. AFTER CUTTING, ALL PIPE SHALL BE REAMED FULL BORE, AND ALL CUTTINGS, AND FOREIGN MATERIALS SHALL BE REMOVED BEFORE INSTALLATION, 5. ALL SANITARY WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON, WITH FITTINGS OF THE SAME WEIGHT AS THE PIPE. THE CONTRACTOR SHALL ENSURE THAT THE INSTALLTION OF SUCH UTILITIES DOES NOT INTERFER WITH THE MALL STRUCTURE OR THE OPERATIONS OF TENANTS BELOW. 6. ABOVE GRADE DOMESTIC WATER PIPE SHALL BE TYPE "L" SEAMLESS, HARD DRAWN COPPER TUBING AND TYPE "K" BELOW GRADE IN CONFORMANCE WITH ASTM B88 -48. FITTINGS SHALL BE WROUGHT COPPER SUITABLE FOR 200 PSI. CONNECTIONS TO DISSIMILAR MATERIALS SHALL BE MADE WITH DIELECTRIC UNIONS. JOINTS SHALL BE 95 -5 TIN ALTIMONY FOR 200 PSI. BELOW GROUND JOINTS SHALL BE BRAZED. 7, INSULATE ALL DOMESTIC WATER LINES WITH MINIMUM 1/2" FIBERGLASS INSULATION WITH AN ALL SERVICE VAPOR BARRIER JACKET WITH SEALED JOINTS. INSULATION AND JACKET SHALL HAVE A FLAME SPREAD RATING OF NOT OVER 25 W/O EVIDENCE OF CONTINUED PROGRESSIVE COMBUSTION AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50. 8. ALL FIXTURES SHALL HAVE INDIVIDUAL FIXTURE CONTROL VALVES WHICH SHALL BE CRANE, WATTS, NIBCO OR APPROVED EQUAL. VALVES OF EACH TYPE, SUCH AS GATE OR GLOBE, SHALL BE THE PRODUCTS OF ONE MANUFACTURER. VALVES SHALL BEAR THE NAME OR TRADEMARK OF THE MANUFACTURER AND THE WORKING PRESSURE CAST OR STAMPED ON THE VALVE BODY, MIN, 125 PSI. ALL VALVES SHALL BE ACCESSIBLE FOR EASE OF OPERATION, 9. PROVIDE DIELECTRIC FITTINGS BETWEEN PIPING OF DISSIMILAR METALS AND AT WATER HEATER CONNECTIONS. 10. PROVIDE 1/2" THICK FLEXIBLE UNICELLULAR FIRE RETARDANT INSULATION ON EXPOSED LAVATORY TRAP AND EXPOSED HOT AND COLD WATER SUPPLY AND ANY MISCELLANEOUS PIPING SUCH AS CONDENSATE PIPING. ALL JOINTS SHALL BE INSULATED AND SEALED WITH VAPOR BARRIER CEMENT. 11. ALL PIPING, PIPE HANGERS, CLAMPS, SUPPORTS, ETC. SHALL BE FASTENED TO JOISTS OR BEAMS. WHERE PIPING IS SUSPENDED FROM STEEL JOISTS, THE CONNECTION SHALL BE MADE AT THE TOP CHORD OF JOIST. PIPE SUPPORTS SHALL BE SPACED MO MORE THAN 10 FEET APART. NOTHING SHALL BE ATTACHED DIRECTLY TO THE DECK, CEILING SYSTEM OR DUCT WORK ABOVE. 12. HANGERS SHALL NOT PIERCE PIPING INSULATION VAPOR BARRIER. 13, IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE DONE TO THE FIRE PROOFED STRUCTURAL STEEL SERVING THE FIRST FLOOR. 14. ALL HANGERS, RODS, BEAM CLAMPS ETC. EXPOSED TO PUBLIC VIEW SHALL BE PAINTED TO MATCH ADJACENT FINISHES AND BE MANUFACTURED BY F &M, GRINNEL, OR CENTRAL FOUNDRY, 15. THE CONTRACTOR SHALL ENSURE THAT ALL SLAB PENETRATIONS WITHIN THE TENANT SPACE (AND THROUGH THE ROOF) ARE PROPERLY SEALED AND REMAIN WATERTIGHT TO PREVENT POSSIBLE WATER LEAKAGE AND /OR DAMAGE. ANY DAMAGE CAUSED FROM FAILURE TO DO SO SHALL BE A CONTRACTOR'S SOLE RISK AND EXPENSE. ALL ROOF AND SLAB PENETRATIONS MADE BY THE CONTRACTOR ARE SUBJECT TO L.L, APPROVAL AS TO LOCATION AND CONSTRUCTION DETAILS, ALL PENETRATIONS IN ROOF AND CEILING SHALL BE FIRE CAULKED. 16. PROVIDE CAST BRASS OR CHROME ESCUTCHEONS WITH SET SCREW DEEP TYPE, TO COVER SLEEVES OR OF A SIZE TO COVER FITTING PROJECTIONS, PROVIDE ESCUTCHEONS FOR ALL EXPOSED PIPING THROUGH WALLS, FLOORS, AND EXPOSED CEILINGS. 17. THE CONTRACTOR SHALL CORE DRILL EXISTING FLOOR SLAB AS REQUIRED FOR INSTALLATION OF UNDERSLAB UTILITIES. CONTRACTOR MUST COORDINATE ALL INSTALLATION OF BELOW -SLAB SERVICES WITH L.L. ALL MODIFICTIONS TO THE SLAB SHALL BE REPAIRED BY APPROVED L.L. METHODS THAT MEET OR EXCEED THE ORIGINAL SLAB DESIGN INCLUDING WATERPROOFING. THE CONTRACTOR SHALL PROPERLY SLEEVE AND SEAL ALL PENETRATIONS TO COMPLY WITH L.L AND CODE REQ. 18. ALL UTILITIES NOT RE -USED SHALL BE CAPPED -OFF AND REMOVED, DISPOSAL SHALL BE PER L.L. APPROVED METHOD(S). NO UTILITES SHALL BE ABANDONED IN PLACE. 19. CO ORDINATE ALL PENETRATIONS FLOOR, DRAINS /SINKS W/ WATERPROOFING OF SLAB REC.EI'.. 7 CITY OF TUKWILA MAR 1 0 2008 PERMIT CENTER DATE: 12- -24 -07 JOB NO: 0734 DRAWN: CHECKED: D REVISIONS REVISED PER LANDLROD 1/23/08 REVISED PER BUILDING AND HEALTH DEPT. 3/5/08 DAVID HIATT ARCHITECT 4410 W. Melrose Avenue Tampa, Florida 33629 p. 813.289.3336 f. 813.289.3332 R EOMED ARCHITECT w I- D w Y PLUMBING WATER AND WASTE PLANS AND ISOMETRICS EMBEEINIMIENSIMEMME SHEET NUMBER 1 OF -2 ' ... L :. ...` .... 1 -1/4" TO GAq .. METER, VERIFIF ':.....r... LOCATOPN 1N IEL, : i is GAS SOLENOID VAALyt PRESSURE REGULA:TOj AS REQUIRE. N\ N SCALE: 1/4" = 1' -0" GAS P!PNG PLAN >f< 1" TO SUPPLY AIR FAN!'ON ROOF ING ISO 1 -1/4" FLEXIBLE APPLIANCE CONNECTOR FURNISHED BY OTHERS AND INSTALLED BY PLUMBING CONTRACTOR WITH SWIVEL JOINTS IN BOTH ENDS. QUANTITY AND SIZE OF CONNECTIONS AS REQUIRED BY EQUIPMENT SERVED. PROVIDE GAS COCK LOCATED WHERE ACCESSIBLE BESIDE OR ABOVE EQUIPMENT 1 -1/4" COOKING APPLIANCE GAS SPE 1" TO SUPPLY AIR FAN ON ROOF 1 -1/4" TO GAS TO HOOD VERIFY ANSUL SYSTEM METER, IFY LOCATOPN IN FIELD THE SYSTEM SHALL AUTOMATICALLY SHUT ALL THE SOURCES OF FUEL & HEAT TO ALL EQUIPMENT PROTECTED BY THE SYSTEM. SHUT —OFFS, VALVES, AND SWITCHES SHALL REQUIRE MANUAL RESET. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO SUIT ACTUAL CONDITIONS. ATTACH RISER AND HEADER TO WALL WITH 1" CLEARANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY MANUFACTURER, INSTALL ANY GAS PRESSURE REGULATORS FURNISHED BY FOOD SERVICE EQUIPMENT CONTRACTOR. AUTOMATIC GAS SOLENOID VALVE TIED TO ANSUL SYSTEM W/ MANUAL PULL STATION TYPICAL 6" DIRT LEG ROOF EXHAUST HOOD ~~ I�I pl + l FLOOR" r PRESSURE REGULATOR AS REQUIRED G - -� DO NOT INSTALL VALVES IN CEILING CEILING SPACE .ELQIEL ® ALL GAS PIPING GOING TO EQUIPMENT SHALL HAVE A QUICK DISCONNECT AND SAFETY CHAIN (SHORTER THAN GAS LINE). THE SYSTEM SHALL AUTOMATICALLY SHUT ALL THE SOURCES OF FUEL & HEAT TO ALL EQUIPMENT PROTECTED BY THE SYSTEM. SHUT-OFFS, VALVES, AND SWITCHES SHALL REQUIRE MANUAL RESET. GAS COCK WITH LEVER HANDLE PLUMBING CONTRACTOR SHALL INSTALL AUTOMATIC GAS SHUT —OFF VALVE FURNISHED BY OTHERS PIPE DROP OF SIZE AND AT LOCATION SHOWN ON PLAN GAS PIPE HEADER ALONG WALL BEHIND COOKING EQUIPMENT, APPROXIMATELY 12" ABOVE FLOOR, WITH SCREWED FITTINGS, SIZES AS SHOWN ON PLANS TYPICAL PIPE SUPPORT ANCHORED TO WALL TYPICAL 6" DIRT LEG SCALE: N.T.S. TOTAL GRIDDLE GAS SVI TENANTS REQUIRING GAS SERVICE SHALL CONTACT THE LOCAL GAS UTILITY TO MAKE ARRANGEMENTS FOR SERVICE. IF NOT EXISTING, METERS SHALL BE LOCATED AS DETERMINED BY THE LANDLORD. IF NOT EXISTING, PIPING FROM THE METER TO THE TENANT SPACE SHALL BE THE RESPONSIBILITY OF THE TENANTS CONTRACTOR AS SHALL BE THE COORDINATION OF SUCH INSTALLATION WITH THE LANDLORD. PIPING SHALL CONFORM TO ASTM -A -120 STANDARDS AND SHALL BE SCHD. 40 BLACK STEEL THROUGHOUT WITH ALL HIGH PRESSURE CONNECTIONS GREATER THAN 2.5" DIA. WELDED. NO VALVE SHALL BE PLACED IN THE RETURN AIR PLENUMS. DISCHARGE PRESSURE DOWNSTREAM OF THE PRESSURE REGULATOR SHALL BE 7" W.C. MATERIAL FOR GAS PIPING ALL PIPING USED FOR THE INSTALLATION, EXTENSION, ALTERATION, OR REPAIR OF ANY GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL,ASTMA 120 w /150 LB. BANDED MALLEABLE IRON SCREWED FITTINGS. ALL SUCH PIPE SHALL BE EITHER NEW OR SHALL PREVIOUSLY HAVE BEEN USED FOR NO OTHER PURPOSE THAN CONVEYING GAS. IT SHALL BE IN GOOD CONDITION AND FREE FROM INTERNAL OBSTRUCTIONS. BURRED ENDS SHALL BE REAMED TO THE FULL BORE OF THE PIPE. ALL FITTINGS USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE OF MALLEABLE IRON, YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY— FIVE (75) PERCENT COPPER) ALL VALVES AND APPURTENANCES USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE OF A TYPE DESIGNED AND APPROVED FOR USE WITH FUEL GAS. GAS coNsuLialoN NOTES • THE TENANT'S CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING AVAILABLE CAPACITY, PRESSURE, SERVICE CONNECTION, UTILITY METER INSTALLATION, ETC., WITH THE LOCAL UTILITY AND THE LANDLORD. . CONFIRM CODE RESTRICTIONS FOR LOCATING GAS PIPING IN RETURN AIR PLENUM. • ROOF— MOUNTED GAS PIPING SHALL BE INSTALLED ON FACTORY FABRICATED ROOF EQUIPMENT SUPPORTS EVERY 5' OR AT ELBOWS. ALL GAS PIPING SHALL BE FINISHED WITH TWO COATS OF A RUST INHIBITIVE PRIMER, ONE COAT OF FINAL PAINT (COLOR PER L.L.) AND IDENTIFICATION LABELS. . THE CONTRACTOR SHALL VERIFY THE SIZE OF THE EXISTING SERVICE AND GAS METER. THE CONTRACTOR IS RESPONSIBLE FOR REPLACING EXISTING COMPONENTS IF THEY ARE INADEQUATE FOR THE NEW REQUIREMENTS OR INOPERABLE. COORDINATE REPLACEMENT COMPONENT SPECIFICATIONS WITH THE LANDLORD FIELD REP. AND LOCAL UTILITY. (1) FRYER 360,000 BTU EA. SUPPLY AIR FAN ON ROOF DISTANCE TO METER 0 0 0 O l VERIFY DISTANCE TO GAS METER IN FIELD DEMAND PRESSURE = 6" W.C. DOWNSTREAM OF METER CFH REQUIRED 150 360 245.616 755.616 CONN. SIZE 3/4" 3/4" 1" 1 -1/2" BTUH 150,000 360,000 245,616 CO � � � a R T APR — 8 2098 Off' Tu, w ■ ALL GAS EQUIPMENT SHALL BE ON QUICK DISCONNECTS PER HEALTH DEPARTMENT. II GAS IS AVAILABLE IN THE GAS METER ALCOVE. LANDLORD HAS THE RIGHT TO DENY THE USE OF GAS UTILITIES TO ANY TENANT. DESIGNATED FOOD SERVICE TENANTS SHALL HAVE A GAS SERVICE PIPE FROM THE GAS METER ALCOVE TO THEIR SPACE SIZED PER TENANT CRITERIA. TENANTS ARE REQUIRED TO INSTALL AN EARTHQUAKE VALVE PER LANDLORD'S SPECIFICATION IN THE GAS METER ALCOVE ON THEIR OWN SERVICE PIPE DOWNSTREAM OF THE METER. TENANTS ARE RESPONSIBLE FOR THE INSTALLATION OF ALL PRESSURE REGULATING VALVES AND THE VENTING OF SUCH DEVICES. ✓ LANDLORD PROVIDED 1 -1/4" GAS (2 PSI) PIPING FROM METER THRU SERVICE CORRIDOR TO VALVED /CAPPED PIPING AT TENANT SPACE. TENANT SHALL PROVIDE REGULATOR FOR 2" GAS (1000 CFM MAXIMUM, 6" W.C.) PIPING STUB TO SPACE. FEB 15 2008 DATE: 1 -22 -08 JOB NO: 0807 DRAWN: CHECKED: n N D ma 0 w 1:t M � J N N N J a ` N Z (,) 0 z Q O m N U r 0 ix < v) 2 REVISIONS A REVISED PER LANDLORD/ OWNER 1/23/08 DAVID HIATT ARCH ITECT 4410 W. MELROSE AVENUE TAMPA, FLORIDA 33629 TEL. 813.289.3336 FAX. 813.289.3332 REGISTERED ARCHITECT DAVID W. HIATT STATE OF WASHINGTON GAS PLAN, DETAILS AND NOTES SHEET NUMBER k =4