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HomeMy WebLinkAboutPermit PG10-134 - WESTFIELD SOUTHCENTER MALL - BAYOU GRILLBAYOU GRILL 2600 SOUTHCENTER MALL FC-5 PG1O-134 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspectio n Request Line: 206 - 431 -2451 Web site: http://www.ci.tulcwila.wa.us PLUMBING /GAS PIPING PERMIT Parcel No.: 9202470010 Address: 2600 SOUTHCENTER MALL TUKW Project Name: BAYOU GRILL Permit Number: PG10 -134 Issue Date: 10/14/2010 Permit Expires On: 04/12/2011 Owner: Name: WESTFIELD PROPERTY TAX DEPT Address: PO BOX 130940 , CARLSBAD CA 92013 Contact Person: Name: DAVID WU Address: TSE ARCHITECTS , 12930 NE 178 ST 98072 Email: DAVID @TSE- AEP.COM Contractor: Name: ALLEN & L CONSTRUCTION INC Address: 12836 65 AV S , SEATTLE WA 98178 Contractor License No: ALLENLC974C 1 Phone: 206 - 227 -6760 Phone: 206 772 -0901 Expiration Date: 02/21/2011 DESCRIPTION OF WORK: TENANT IMPROVEMENT BUILD -OUT FOR NEW FOOD COURT RESTAURANT. CONNECT TO EXISTING MALL UTILITIES AND GREASE WASTE SYSTEM. DYE TEST WITNNESSED BY PW PROJECT INSPECTOR IS REQUIRED TO ASSURE PROPER CONNECTIONTION THE GREASE WASTE SYSTEM. Value of Plumbing /Gas Piping: $14,000.00 Uniform Plumbing Code Edition: 2009 Fees Collected: $505.32 International Fuel Gas Code Edition: 2009 Permit Center Authorized Signature: -7 I hereby certify that I have read and governing this work will be complie Date: L 1 tit/r) ed this permit and know the same to be true and correct. All provisions of law and ordinances whether specified herein or not. The granting of this permit does not r resume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the perf•rm• ce ' ork. I am authorized to sign and obtain this plumbing /gas piping permit. Signature: -i Date: (o —4`1 —1c Print Name: 5:40.4,-7 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 -4/10 PG10 -134 Printed: 10 -14 -2010 • • 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 Parcel No.: 9202470010 Address: Suite No: Tenant: PERMIT CONDITIONS 2600 SOUTHCENTER MALL TUKW BAYOU GRILL Permit Number: Status: Applied Date: Issue Date: PG10 -134 ISSUED 09/28/2010 10/14/2010 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: All backflows shall be installed per manufacturers specifications. 15: Contractor shall call Public Works at (206) 433 -0179 minimum 24 hours in advance to schedule a die test with the Public Works Project Inspector, Mr. Dave Stuckle. Die test shall be pereformed by the contractor to assure proper connection to the grease waste system. This test shall be witnessed by the PW Project Inspector. PERFORMED BY THE CONTRACTORThe conractor shall perform thee ONTRACTOR SHALL CALL pUBLIC WORKS AT 206 433 -0179 TO SCH doc: Cond -10/06 PG10 -134 Printed: 10 -14 -2010 • �J�� ►, wq� 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 * *continued on next page ** doc: Cond -10/06 PG10 -134 Printed: 10 -14 -2010 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 not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of wor Signature: Print Name: Date: doc: Cond -10/06 PG10 -134 Printed: 10 -14 -2010 CITY OF TUKV'A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.ci.tukwila.wa.us SITE LOCATION - Building Permit No. . l o7-)4, 7 Mechanical Permit No. W -132 Plumbing /Gas Permit No 6 Public Works Permit No Project No (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 Address: 633 S0taTH C1' Tenant Name: CAW at King Co Assessor's Tax No.: { 2.0 up 700 10 Suite Number: pc #Y Floor: 1000 Co w AT New Tenant: Yes ❑ .. No Property Owners Name: WtST r1/l.D Catieg ttte7o @ Mailing Address: Da3' 3'� Au • SwT # 2-01 • S City r -, WA• State 1B 1°4' Zip CONTACT PERSON - who dome contact when your permit is'ready to be issued • Name: colfi leC'rs CPAvip Witt% Mailing Address: 121 30 Nfc (3 SIli sT. E -Mail Address: 61 a v t d Q -tsR —dap. Goy. Day Telephone: i'•)09 DIW ill l t.e- City Fax Number: (2o6) 49-- 67 by 1044 1$ 03-2 State Zip (.42‘17 < 1 1 ( ' ' ' 3 3 1 GENERAL CONTRACTOR INFORMATION - (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) YT Company Name: Mailing Address: City Day Telephone: Fax Number: Expiration Date: Contact Person: E -Mail Address: Contractor Registration Number: State Zip ARCHITECT OF RECORD All plans must bestamped by. Architect of Record - Company Name: Mailing Address: Contact Person: Is* itykaiTAG1. C o j2k1-1,440 X 21 3o BT. , W000i m City Day Telephone: Fax Number: E -Mail Address: DAvl,rj Ws. day ot -ks Q- M p. cow, INA 1,801-2- State Zip (47,37 48k 4601 C1'7V7 411 i_ 64 rI ENGINEER OF RECORD All plans must be stamped by Engineer of Record Company Name: Mailing Address: Contact Person: E -Mail Address: T to 11— iNsJLtrj 490ss'ca ih . Go/rw, Ago ssEip p.o 6 io> A•4g4, 11'2. •2.100— A'*. Alt • 10f (d. v (A t City Day Telephone: Fax Number: 91 -00, loo J'tio H:\Applications \Forms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh £JA 1b00`F State Zip C4201 b01 IoLq- (4av 46z -1 i7 Page 1 of 6 PLUMBING AND CAS PIPING PERMIT,INFORMAL ,206-0313670`- 0/ TAT PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): S 1,900. r Valuation of Gas Piping work (contractor's bid price): 5 ,;000 �- Scope of Work (please provide detailed information): TENANT IMPROVEMENT BUILD -OUT FOR NEW FOOD COURT RESTAURANT, CONNECT TO EXIST. MALL UTLITIES AND GREASE WASTE SYSTEM Building Use (per lnt'l Building Code): SJ4opPiifh jy� 1,� 01/ ) Occupancy (per Int'I Building Code): FOOD Vs-TA-6Lictimika OrurMrr) 13 Utility Purveyor: Water: TUKWILA PUBLIC WORKS Sewer: TUKWILA PUBLIC WORKS Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fiiirture Type: Qty' :Fixture Type:. Qty : Flxture'L'.ypez. Qty Fixture Type: Qty 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 3 Shower, single head trap Lavatory Wash fountain Receptor. indirect waste 4 Sinks 6 Urinals Water Closet Building sewer and each trailer park sewer Rain water system -- per drain (inside building) Water heater and/or vent 1 Industrial waste treatment- interceptor, including trap and vent, except for kitchen type grease interceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair or alteration of water piping and/or water treatment equipment 1 Repair or alteration of drainage or vent piping 1 Medical gas piping system serving 1 -5 inlets!outlets for a specific gas Each additional medical gas inlets/outlets greater than 5 Backflow protective device other than atmospheric -type vacuum breakers 2 inch (51 inn) diameter or smaller 1 Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 nom) diameter Each lawn sprinkler system on any one meter including backflow protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets 7 n.'• Appliurlum< trnnn:- �ppli:neon.i)nl.re.'i.!n 1prll:ni 1ott,'•7.20 I P- Permit ,Vph.-atim■ Revised. 7.2010 Pai e 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 eentered 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 OWNER OR AUTHORIZED AGENT: Signature: Print Name: CAt.viN cze Mailing Address: Date: aV2I/ 10 I Day Telephone: (294) 24x_ 3-0 34, 1411 Uhte 144iff on 4441- , %1Aiiwliernela ZSCh740 / folk State Zip City Date Application Accepted: ci t 0 i Date Application Expires: Staff Initials: H:\Applications\rorms- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 Bury 4201-0 Your monthly newsletter from Maxitrol Tel: 248.356.1400 Fax: 248.356.0829 A Line Pressure Regulator Rated for Over 1 Million Btu /hr is Now Available. The new 325 -7AL is a line pressure regulator that offers a capacity of 1.25 million Btu/hr. This is the highest capacity 325 regulator Maxitrol has ever produced. The new 325.7AL regulator can be used in a wider range of applications and is available with a new vent limiting device. Maxitrol also offers Imblue Technology' for the 325 -7AL. Note: With the implementation of ANSI Z21.80 /CSA 6.22, appliance regulators can no longer be used as line regulators. BREAKTHROUGH!! vLimiter TM now available for the FIRST time on the 325 -7 series!! Having to run vent piping for a line pressure regulator can be an expensive and time consuming job. The Maxitrol vent limiting device is the perfect solution. The vomiter eliminates the need to run vent piping to the outside by limiting gas escapement to within ANSI standard requirements in the event of a diaphragm rupture. This will save you time and money!! Maxitrol's vl_imiter 12A49 is tested and approved to ANSI Z21.80 /CSA 6.22 for use with the 325 -7AL. vt_imrterTM 12A49 ImblueTechnologyTM increases corrosion resistance and provides extra protection against the elements for regulators used in outdoor applications. When ordering be sure to specify Imblue Technology by including the suffix "B" in the part number. X6:4. 325 -7ABL Specifications for the 325- 7A(B ")L: Gases: Suitable for natural, petroleum gases and Approvals: ANSI Z21.80 /CSA 6.22 manufactured, mixed gases, liquefied I.P gas -air mixture piping systems. Maximum Inlet Pressure: CSA Certified 2 psi (140 mbar) Minimum Inlet Pressure: CSA. Certified 1 psi (70 mbar) Emergency Exposure Limits: Inlet side only 65 psi (4.5 bar) Outlet Pressure Range: Certified Spring 7 - 11" w.c. Maximum Individual Load: Largest single appliance served by the regulator 1,250,000 Btu/hr Capacity: Total load of multiple appliances combined 1,250,000 Btu/hr Vent Pipe Connection. 1,2" NP'l' Ambient Temperature Limits: -40 °F to 205 °F ( 40 °C to 96 °C) For more information on the 325 -7AL or other Maxitrol products contact a Maxitrol Regional Salesman. Tom Ganfield (East of the Mississippi) 248 - 894 -0481 or Rob Peters (West of the Mississippi) 248 - 761 -1708 If you would prefer to receive Maxitrol's monthly newsletter as an email, please, send your email address to kholbrook @maxitrol com with the word Subscnbe in the subject line. This is for Maxitrol's use only and will not be used for any other purpose. You can request to remove yourself from the email listat any © 2010 Maxitrol Company, All Rights Reserved. Job Name Job Location Engineer Approval FILE COPY PG 10 - 1.3 L-{1 prir1t gm. For Health Hazard Applications Series 009 Reduced Pressure Zone Assemblies Sizes: 1/4" - 3" (8 - 80mm) Series 009 Reduced Pressure Zone Assemblies are designed to protect potable water supplies in accordance with national plumbing codes and water authority requirements. This series can be used in a variety of installations, including the prevention of health hazard cross connections in piping systems or for con- tainment at the service line entrance. This series features two in -line, independent check valves, cap- tured springs and replaceable check seats with an intermediate relief valve. Its compact modular design facilitates easy mainte- nance and assembly access. Sizes 1/4" - 1" (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability ' //" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted '/" - 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 both 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 Edition*; ASSE Std. 1013; AWWA Std. C511; CSA B64.4. Shall be a Watts Regulator Co. Series 009. 1-Does not indicate approval status. Refer to Page 2 for approved sizes & models. Contractor Approval Contractor's P.O. No Representative ES -009 REVIEWED 0 CODE COMPLIANCE OCT 0 ,/ 1010 Cr i of Tukwila NG MINION 1/2" 009QT Ball Type Test Cocks Test Cock No. 2 2" 009M2QTHC 1 Test Cock No. 4 First Check Module Assembly R.P. Zone Relief Valve Assembly Second Check Module Assembly Water Outlet RECEIVED Now Available SEP 28 2010 WattsBox Insulated Enclo ures. For more information, send for iiter I ENTER IMPORTANT INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS X79001 CERTIFIED WWAT T S REGULATOR USA: 815 Chestnut St., No. Andover. MA 01845 - 6098: www.wattsreg.com Canada: 5435 North Service Rd., Burlington, ONT L7L 51-17; 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. 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 1/4" - 2" (20 - 50mm) only PC - internal Polymer Coating LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 212" inlet/outlet fire hydrant fitting (2" valve) Prefix: C - u - 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 - UUFM 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 (' /" - 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 1 75psi (12 bar) and water temperature at 1 10°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 1/4" - 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. DIME A mm SIONS in. g mm WEIGHT lbs. kgs. 909AG -A 1/4 " -'W 009, '/z 13 23/8 60 31/2 79 .625 .28 3/4" 009M2/M3 909AG -C 3/4 " -1" 009/909, 1 25 31/4 83 41/4 124 1.50 .68 1 " -11/2" 009M2 909AG -F 11/4" -2° 009M1, 2 51 4% 111 6% 171 3.25 1.47 11/4 " -3" 009/909, 2° 009M2, 4 "-6" 993 909AG -K 4 " -6" 909, 3 76 63 /a 162 95 /a 243 6.25 2.83 8 ° -10" 909M1 909AG -M 8 " -10" 909 4 102 7% 187 11% 394 15.50 7.03 909EL -A '/4 " -'/z" 009, 3/4" 009M2/M3 - - - - - - - - 909EL-C 3/4 =1" 009/909. - - 2%e 60 2% 60 * 909EL -F 1'/4 " -2" 009M1, - - 35 /s 92 35 92 .38 2 .17 .91 1'/4 " -2" 009/909, 2" 009M2. 4"-6" 993 909EL -H 21/2" -3" 009/909 - - - - - - - - Vertical B B .ti ICE MAKER, COFFEE BREWER, MAKE -UP AIR DISH 4ACHINE Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC — Fire Hydrant Fittings dimension 'A' = 25' (637mm) 009 1" — 2" SIZE (DN) in. mm in. A mm in. 8 mm in. DIMENSIONS C mm (APPROX.) D 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/a 60 21/2 64 5 2 V 10 10 250 4% 117 33/e 86 V/4 32 51/2 140 23/8 60 21 64 5 2 1/2 15 10 250 4% 117 3% 86 11/4 32 51/2 140 23/4 70 21/4 57 5 2 X3/4 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/e 441 6 150 31/2 89 21/2 64 113 289 42/l6 113 31/2 89 15 6 11 40 171/4 454 6 150 31/2 89 21/2 64 111/8 283 4' 124 4 102 16 7 2 50 213 543 73/4 197 41/2 114 31/4 83 131/2 343 515/46 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) 009 STRAINER SIZE SIZE in. DN mm DIMENSIONS (approx.) A mm WEIGHT C mm in. DNENSIONS 0 mm M in. N in. Nit in. U mm in. mm in. 65 mm in. mm in. mm lbs. kgs. 21/2 65 10 — 254 61/2 165 93/4 248 28 12.7 3 80 101/8 15% 257 7 178 10 254 34 15.4 tClearance for servicing Watts G -4000 Series QT — Ball Valves MODEL SIZE in. DN mm in. A mm in. C mm in. DNENSIONS 0 mm (APPROX.) E in. mm in. L mm in. R mm in. U mm WEIGHT Ibs. kgs. 009LF 21/2 65 — — — — 41/2 114 — — 18'/6 460 — — 10% 270 76 34.5 0090SY 21/2 65 331/4 845 15% 403 41/2 114 16% 416 181/a 460 73/4 197 10% 270 166 75.3 009NRS 21/2 65 331/4 845 11% 289 41/2 114 16% 416 18'/ 460 73/4 197 10% 270 161 73.0 009QT 21/2 65 331/4 845 6 152 41/2 114 16% 416 18'/% 460 73/4 197 10% 270 150 68.0 009LF 3 80 — — — — 4' 114 — — 181/4 460 — — 10% 270 76 34.5 0090SY 3 80 341/4 870 181/2 470 41/2 114 165 422 181/a 460 83/4 222 105 270 198 89.8 009NRS 3 80 341/4 870 123/4 324 41/2 114 16% 422 181/4 460 83/4 222 105 270 191 86.6 009QT 3 80 341/4 870 7 178 41/2 114 16% 422 18' 460 83/4 222 10% 270 158 71.7 Capacity Performance as established by an independent testing laboratory. 1/4" (8mm) 009QT kPa 138 117 96 76 55 35 psi 20 17 14 1 8 5 AP kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 AP 0 .25 .95 '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 .60 .75 1.17 gpm 0 0 1.9 2.9 3 8 4.5 Ipm Q P 0 10 20 30 40 50 60 0 38 76 114 152 190 228 5 7.5 10 1.5 2.3 3.0 ' /a" (10mm) 009QT 11/4" (40mm) 009M2QT kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 OP 0 0 kPa psi 172 25 138 20 103 15 69 10 .25 .50 .75 1.25 .95 1.9 2.9 38 4.8 5.7 9.4 11.8 fpm 1.50 2.5 3.1 gpm '/" (15mm) 009QT 35 5 OP O kPa psi 207 30 165 24 124 18 83 12 41 6 0 0 0 2 6 10 14 18 22 26 30 34 38 42 46 gpm AP 07.6 23 38 53 68 84 99 114 129 144 160 175 Ipm 7.5 15 fps 2.3 4.6 mps 1" (25mm) 009M2QT * 2.5 5 7.5 10 12.5 15 gpm 3 8 9.5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps 1/4" (20mm) 009M3QT * kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 AP ES -009 0403 5 10 20 19 38 76 114 7.5 2.3 30 40 152 15 4.6 50 60 70 80 gpm 190 228 266 304 Ipm fps mps kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 70 80 gpm 266 304 Ipm 15 fps 4.6 mps 10 20 30 40 50 60 70 80 90 100 110 120 gpm 38 76 1 4 152 190 228 266 304 342 380 418 456 fpm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 2" (50mm) 009M2QT kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 20 40 60 80 76 152 228 304 5 7.5 1.5 2.3 100 120 380 456 10 3.0 140 160 532 608 15 4.6 21/4" (65mm) 009 180 200 gpm 684 760 Ipm fps mps 25 50 75 100 125 150 175 200 05 10- 295 380 475 570 665 760 5 7.5 10 1.5 2.3 3.0 3" (80mm) 009 * 225 250 gpm 885 950 Ipm 15 fps 4.6 mps 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm AP 0 95 190 285 380 475 570 665 760 855 950 1045 11401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps © Watts Regulator Co., 2002 Printed in U.S.A. PEW! . �� a WY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG10 -134 DATE: 09 -28 -10 PROJECT NAME: BAYOU GRILL SITE ADDRESS: 2600 SOUTHCENTER MALL FC -5 X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: L- 11H -W Works Building Division Fire Prevention CE :1-40 Public Structural Planning Division n Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09 -30 -10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 10 -28 -10 Approved n Approved with Conditions Not Approved (attach comments) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Printer Friendly Page y,oU Gr Page 1 of 2 Cori General /Specialty Contractor A business registered as a construction contractor with LW to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ALLEN & L CONSTRUCTION INC UBI No. 602266279 Phone 2067721506 Status Active Address 12836 65Th Ave So License No. ALLENLC974C1 Suite /Apt. License Type Construction Contractor City Seattle Effective Date 2/21/2003 State WA Expiration Date 2/21/2011 Zip 98178 Suspend Date County King Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status ALLENC'995R6 ALLENS CONSTRUCTION Construction Contractor General Unused 3/29/2002 3/29/2004 Re Licensed Business Owner Information Name Role Effective Date Expiration Date CHEN, SHAONA President 02/12/2003 Amount CHEN, SHAONA Secretary 02/12/2003 01c 303743 g CHEN, SHAONA Treasurer 02/12/2003 SNOHOMISH CHEN, SHAONA Vice President 02/12/2003 AMERICAN STATES INS CO Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 1 AMERIAN STATES INS CO 6205105 02/07/2003 Until Cancelled $12,000.00 02/12/2003 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 3 AMERICAN STATES INS CO 01c 303743 g 02/07/2010 02/07/2011 07 -2- 04696 -6 GARDEN INVESTMENT GROUP INC SNOHOMISH $1,000,000.00 04/15/2010 2 AMERICAN STATES INS CO 01CG303743 02/07/2004 02/07/2010 $1,000,000.00 01/12/2009 Summons /Complaint Information Cause County Complaint Judgment Status Payment Paid By 10- 2- 09604 -3KNT CHOI'S PLUMBING InterPlead: No KING Date: 03/10/2010 Amount: $0.00 Bond(s): 6205105 Date: Amount: $0.00 Dismissed Date: Amount: 07 -2- 04696 -6 GARDEN INVESTMENT GROUP INC SNOHOMISH Date: 08/13/2007 Amount: $0.00 Date: Amount: $0.00 Dismissed Date: Amount: https://fortress.wa.gov/lni/bbip/Print.aspx 10/13/2010 Cie 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 SET RECEIPT Copy Reprinted on 10 -14 -2010 at 14:34:34 10/14/2010 RECEIPT NO: R10 -02079 Initials: WER Payment Date: 10/14/2010 User ID: 1655 Total Payment: 2,574.50 Payee: BING - CHYWAN LEE SET ID: 1014 SET NAME: Temporary Set SET TRANSACTIONS: Set Member Amount D10 -267 1,476.90 EL10 -0765 350.50 M10 -132 342.85 PG10 -134 404.25 TOTAL: 1,476.90 TRANSACTION LIST: Type Method Description Amount Payment Check 1464 2,574.50 TOTAL: 2,574.50 ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES ELECTRICAL PERMIT - NONR GAS - NONRES MECHANICAL - NONRES PLUMBING - NONRES STATE BUILDING SURCHARGE 000.322.100 000.322.101.00.0 000.322.103.00.0 000.322.102.00.0 000.322.103.00.0 640.237.114 TOTAL: 1,472.40 350.50 123.90 342.85 280.35 4.50 2,574.50 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.: 9202470010 Permit Number: PG 10 -134 Address: 2600 SOUTHCENTER MALL TUKW Status: PENDING Suite No: Applied Date: 09/28/2010 Applicant: BAYOU GRILL Issue Date: Receipt No.: R10 -01914 Payment Amount: $101.07 Initials: WER Payment Date: 09/28/2010 01:29 PM User ID: 1655 Balance: $404.25 Payee: BING - CHYWAN LEE TRANSACTION LIST: Type Method Descriptio Amount Payment Check 1461 101.07 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 101.07 Total: $101.07 doc: Receiot -06 Printed: 09 -28 -2010 INSPECTION RECORD Retain a copy with permit INSP CTIOrI NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION \Vn1 GAt (,co P 43 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Pro' t: Type of Inspection: Address: Date Called: Special Instructions: ` Date Wanted (� � a.m., p.m• Requester: Phone No Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 7 • r`r`e A411-44' 04 TT-74o te-( n REINSPECTION FEE REQUIR D. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION- V- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431, -2451 11 ?6)1b.--131,1 Project: V A Li rt k %SILL Type of Inspection: -PItJAL Address: 2(e,O0 onAL2--- Date Called: Special Instructions: Date Wanted: 1 — I ct— 1 1 Ca-. iii; P.m. Requester: Phone No: ,D(0 -leg -�-o e)ZZ-, Approved per applicable codes. Corrections required prior to approval. COMMENTS: Cz Art o‘cor' sCoLJ s � � r A �� (,4 1,u .i,.�' / W o o 0' �, Aq , o p ('AcJr' 4 , (ms Mu 5i—S — Pr P 0 J` Genf O7. I. ® A Inspec Date: .—I — I( n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit 41 P60-134 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION I. 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 (206) 431 -3670 Pr c^ p 6A-KI �{ O u Cart Type of nspection: ► alA"A P1 u L- ((1/1.4_,_ Address . I ?,1A(07 _CC._MAI) Date ailed: ,o ri`e_C 11' ,S I Special Instructions: f Date Wanted: I --I Z —(I a.m. Requester: dCe `7-'0 L 6%. /CS -'^4 Phone No: Approved per applicable codes. EJ Corrections required prior to approval. COMMENTS: ,o ri`e_C 11' ,S I ) ST-; -; (( dCe `7-'0 L 6%. /CS -'^4 c. _ t t Inspegtor: L Date: 12— F-7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. p6(0 -431 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Pr ect: 0 6%, / . � I Type inspection: 1/U AA r0')x(13f,�I�O Addre : ©a S/ ilk( / Date Call: G Special Instructions:/ Date Wanted: ) -f / ( qa.m� p.m. 1L'� f. -es �D 0 y p, r Pte `L° 62 - 21(e-i2:3 Requester: /{ {�� ° � t Co .lit-) `7.)f-S"7"- .91W1g- ' J W 0x71 vii--1 of So ' - ®rt �� tv-e . / \ V /O 0`i ' 1 1 Phone No: 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ���� I(Amp-- J l0 CA tom-✓ ; �C>n1d(/T 61 f,e 4OR_ r ( Sk)7 --A;/&d. C� � y. . y �� �q �� p : ',/� U�% / ( Uf '- P (D R _e_A-lic--- aA Q. co Alt( }-t-e )---44 7 5 ' .‘\/-, , A i F1 ',.-\-e4 1 yA L /{ {�� ° � t Co .lit-) `7.)f-S"7"- .91W1g- ' J W 0x71 vii--1 of So ' - ®rt �� tv-e . / \ V /O 0`i ' 1 1 Date: 7, -I( n REINSPECTION FEE'REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTIONS NO. INSPECTION RECORD Retain a copy with permit P,-(3 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION V- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: - et LA ) GCZ tLL Type of Inspection: r tNit4L -G4F<„, Address: P.0003 - t'ojPv Date Called: Special Instructions: s Date Wanted: Ca-Tmy 12 — 7 —B -t0 P.m. Requester: Phone No: .24)4 -p7 8 A - `7 C sm--" VII" Approved per applicable codes. Corrections required prior to approval. COMMENTS: ilLe (Dneek) I) I ,s3 InspeCSor:— )134 Date: R l _��^ n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTI•N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 F' L34-1 Project: R let k1.d -z t CoR/GC Tye of Inspection: - IAnLck k -;id ( Address: c' .Go0( Actkc�o_ru v VIA Date Called: 4-t ( Special Ins ructions: Date Wanted: m. i 1- ? 3 - /0 t p.m. Requester: Phone No: 20 (0 - 708 -7ci5° Approved per applicable codes. Corrections required prior to approval. COMMENTS: .�-� 1-347--- )® 6"°101 1 r 1 Date' R I SPECTION FEE REQ IRED. Priorio next inspection, fee must be p i ' at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Ins • ecto : INSPECTION RECORD Retain a copy with permit INSPECTIIJ N NO. PERMIT NO. CITY.OF TUKWILA BUILDING DIVISION It am( X6/0 -/3 y 6300 Southcenter Blvd., #100, Tukwila. WA 98188. Permit Inspection Request Line (206) 431 -2451 (206) 431-3670 Project: a1yaz" GR,LL Type of Inspection:, / h )/ - "\J 6-4 s 5 D71-zP A UP-> Address: 2 bob S 0»r' /&A/7-p- 2 /7, Date Called: 4 / / i Special Instructions: SG /A `kQ et.-1 Date Wapted: // m. Requester: Phone No: -' ElApproved per applicable codes. Corrections required prior-to approval. COMMENTS: p )0. A, ,ot 6Jerc9 G o t :1--,4 t / \, )-� 7ce- mac 5 D71-zP A UP-> A-5' s- : -7),C;-,. c-r ( )1 I Ls" i 5Pe - cr: 1 ( kie 0 K'r) ; et.-1 (\(-3 3/(-- 'Irsb p .,/k--3? 1?.6 7----A , i A A.i I1 Insp� ctor:� � � Date: i ( —�? 1 • n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PC I D,t3 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. 4 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 -e— Corrections (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 ct ` �� �r ? �� Tye of Inspection: - J Amd�dress. SL A , �r� Date Called: 7�rf J'l e Specia Instructions: — Date Wanted: 0 _. O �^rr,, p.m. Requester: 6 0 subT_ 6-0 Jam` z,e; 1 <1 Phone 7 ( 3 -433 4 3 ' Approved per applicable codes. required prior to approval. COMMENTS: n 7�rf J'l e — 6 0 subT_ 6-0 Jam` z,e; 1 <1 J S /,r "ice(er (_ \J(J /dcA n � ' .---.. i Ins tor: eiuk n REINSPECTION FEE EQUIRED. "rior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: °,f,0-_ 4 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r✓� P /t /i Type,of Inspection: t th IThf,273- „ / /v.) (j Ad a Sc.-AA A4( Date Called: c J : Special Instructions: Date Wanted: 1 1- 3 - (J p .m. Requester: 'iQ _.A---c/ Phone e NoCO r 1 515— ?3 U Approved per applicable code's. Corrections-required prior to approval. COMMENTS: IThf,273- „ / /v.) (j 6.-kiv 7-2) dA c J : 0 . ,. 2 _ 4u- . 'iQ _.A---c/ Ci__) _ it-if 0 3 c- c_e) 1 t'.7 s_f--- U I\ n- Insp -ctor: Date: 1 ( 3 (0 n REINSPECTION FEE REQUIRED. Prior to n xt inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Ca Ito schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 QC -rj a -134- Proj t: avaM @�-7,r l (l Type Ins coon: _ R ., --lay Ad ess: / Ce oo 5 iC, Map Date Called: J 1 i o1) l 1 j ;rck1- ) II4 4Z cre f V . Special Instructions: / Date Wanted: f t I !% ' r a.m. m. . Req ster r Phone , o(,- ).g4 - `% )-3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 4'� � II;A .) /1O�I cog roc P ii . II 1 j ;rck1- ) II4 4Z cre f V . 5 Inspector: Date: { /II /VII • ri $60.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. •r ':a Q Receipt No.: Date: L PROJECT INFORMATION PROJECT ADDRESS 2600 SOUTHCENTER MALL FOOD COURT 5 TUKWILA, WA 98188 -2816 RESTAURANT CONTACT INFORMATION 9421 NE BLUE WAVE COURT BAINBRIDGE ISLAND, WA 98110 CONTACT: MR. CALVIN LEE TEL: (206) 245 -1034 LANDLORD CONTACT INFORMATION WESTFIELD CORPORATION - 633 SOUTHCENTER SEATTLE, WA 98185 -2816 CONTACT: HOWARD IURCI -$SLAG TEL: (206) 246 -0423 PROJECT ARCHITECT TSE ARCHITECTURE ENGINEERING PLANNING 12930 NE 118T14 STREET WOODINVILLE, WASHINGTON, 98012 -5108 TEL: (425) 481 -6601 FAX: (425) 481 -6311 CONTACT: ANDERS RAMAN, AIA, PROJECT ARCHITECT DAVID H. WU, PROJECT DESIGNER DURING CONSTRUCTION CONTACT: ANDERS RAMAN, AIA, PROJECT ARCHITECT PARCEL" (PROVIDED BY OItNER): 4202470010 ZONING: CONSTRUCTION TYPE: PROPOSED OCCUPANCY: CODE INFORMATION HEALTH DEPARTMENT NOTES TUG (TUKWILA URBAN CENTER) TYPE I I-B B ( < 50 OCCUPANTS) OCCUPANT LOAD FACTORS: 200 GROS (KITCHEN) OCCUPANT LOAD: PROJECT AREA: TOTAL BUILDING AREA: IMPROVEMENT COST: EXITS: JuRISDIGT1ON: PROJECT DESCRIPTION Rtri:i TO HT A-2 668 SF (INSIDE WALL MEASUREMENT) 1,700,000 SF (APPROXIMATE) $150,000 (ESTIMATED) I REQUIRED / I PROVIDED CITY OF TUKWILA I. TENANT IMPROVEMENT OF AN EXISTING F0012 COURT SPACE WITHIN "WESTFIELD" SOUTHCENTER MALL. PROPOSED USE: "BAYOU GRILL" FOOD ESTABLISHMENT. 2. WORK INCLUDES KITCHEN 4 SERVICE COUNTER AREA. 3. THIS PERMIT DOES NOT INCLUDE PLUMBING, (RPBA), ELECTRICAL, GAS, MECHANICAL, TYPE I HOOD SUPPRESSION SYSTEM (UL300 SYSTEM), OR SIGNA6E. THESE PERMITS SHALL BE APPLIED FOR BY SUBCONTRACTOR AFTER BUILDING PERMIT HAS BEEN APPROVED. BUILDING CODES: 2004 INTERNATIONAL BUILDING CODE WITH STATEWIDE AMENDMENTS ICG /ANSI AI17.I -2003 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, WITH STATEWIDE AMENDMENTS 2004 INTERNATIONAL MECHANICAL GODS WITH STATEWIDE AMENDMENTS 2004 INTERNATIONAL FIRE CODE WITH STATEWIDE AMENDMENTS 2004 UNIFORM PLUMBING CODE WITH STATEWIDE AMENDMENTS 2006 WASHINGTON STATE ENERGY CODE 2006 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE 2005 NATIONAL ELECTRICAL CODE (NFPA 10) WASHINGTON STATE BARRIER -FREE REQUIREMENTS 4 KING COUNTY RULES AND REGULATIONS, TYP. DRAWING INDEX A -I KEY PLAN, PROJECT INFO, PROJECT DESCRIPTION, NOTES, 4 VICINITY MAP A -2 FLOOR PLAN, SCHEDULES, 4 NOTES A -3 REFLECTED CEILING PLAN, 4 DETAILS I THE HEALTH DISTRICT OPERATING PERMIT APPLICATION PROCESS MUST BE COMPLETED PRIOR TO OPENING FOR BUSINESS 2. AN INDIRECT WASTE 15 REQUIRED FOR THE FOOD PREPARATION SINKS, THREE - COMPARTMENT SINK, ICE MACHINE, REFRIGERATOR, AND ANY EQUIPMENT IN WHICH FOOD 15 PLACED. 3. A HORIZONTAL SEPARATION OF AT LEAST 16 INCHES OR A VERTICAL PARTITION 16" IN HEIGHT 15 REQUIRED BETWEEN THE FOOD PREPARATION SINK AND ALL SOURCES OF CONTAMINATION. 4. A HORIZONTAL SEPARATION OF AT LEAST 16 INCHES OR A VERTICAL PARTITION 16" IN HEIGHT 15 REQUIRED BETWEEN THE HAND WASH SINKS AND ALL FOOD PREPARATION AREAS AND COUNTERS. 5. WATER HEATERS MUST BE OF SUFFICIENT SIZE TO PROVIDE HOT WATER TO DISHWASHER AND /OR SCULLERY SINKS AND AT THE SAME TIME PROVIDE HOT WATER TO ALL HAND WASH SINKS. 6. HOT WATER MUST BE AVAILABLE TO ALL HAND YVASH SINKS WITHIN 15 SECONDS. 7. EXTRA WALL PROTECTION IS REQUIRED ON WALLS BEHIND SINKS, INCLUDING RESTROOM AND SERVICE AREA HAND WASH SINKS, AND F0017 PREPARATION TABLES. A 16 -INCH HIGH BAGKSPLASH OF PLASTIC LAMINATE, FIBERGLASS - REINFORCED PLASTIC OR EQUAL 15 AGGGEPTABLE. WALL PROTECTION BEHIND MOP SINKS MUST COVER THE ENTIRE SPLASH ZONE. PLASTIC COATED HARDBOARD 19 NOT ACCEPTABLE. b. THE FLOOR MUST BE SURFACED WITH A DURABLE, NONABSORBENT, EASILY GLEANABLE MATERIAL 9. THE CEILING, ABOVE THE FOOD PREPARATION AREAS MUST BE NONABSORBENT, NON- PERFORATED, SMOOTH, AND EASILY CLEANABLE. 10. ALL LIGHT FIXTURES IN F0012 PREPARATION AND STORAGE AREAS MUST BE PROVIDED WITH COVERS OR SHATTERPROOF BULBS. II. PLUMBING MUST MEET STATE AND LOCAL CODES. 12. THE VENTILATION SYSTEM SHALL BE INSTALLED AND OPERATED TO MEET APPLICABLE BUILDING, MECHANICAL, AND FIRE CODES. A PRE- OPERATIONAL INSPECTION 15 REQUIRED PRIOR TO OPENING FOR BUSINESS. AT THE TIME OF INSPECTION THE CONSTRUCTION OF THE FOOD SERVICE ESTABLISHMENT MUST BE COMPLETE AND ALL EQUIPMENT MUST BE IN PLACE. INCOMPLETE CONSTRUCTION MAY RESULT IN A REINSPEGTION FEE. CONTACT THE FOOD PROGRAM OFFICE A MINIMUM OF ONE WEEK IN ADVANCE TO SCHEDULE AN APPOINTMENT. T415 WILL ENSURE COMPLIANCE WITH THE RULES AND REGULATIONS OF THE STATE BOARD OF HEALTH FOR FOOD SERVICE SANITATION. VICINITY MAP ABBREVIATIONS ACT ADJ. APP. ACOUSTICAL CLG TILE ADJUSTABLE ABOVE FINISHED FLOOR L. LAVATORY LF. LINEAR FOOT/PEET 51-KG BLOCKING C.L. CENTERLINE CLR. CLEAR/CLEARANCE CLG CEILING CONCRETE CMU MASONRY UNIT COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS CONST. CONSTRUCTION CPT CARPET MTL. METAL NAT'L MATERIAL MFR MANUFACTURER MECH. MECHANICAL MIN. MINIMUM MR MOISTURE RESISTANT DET DETAIL DIM DIMENSION DWG DRAWING N/A HOT APPLICABLE N.I.C. NOT IN CONTRACT NO NUMBER NTS NOT TO SCALE O.A. O .C. O.H. OVERALL 014 CENTER OVER) -IANG ELEC. ELECTRICAL EQ EQUAL P -LAM PLASTIC LAMINATE P.L. PROPERTY LINE PT PRESSURE TREATED PTD PAINTED LEGEND ME I ENV DEPARTMENT REVIEW) BAYOU HURRICANE CHICKEN BAYOU TROPICAL CHICKEN BLACKENED FISH BOURBON CHICKEN CAJUN SAUSAGE CAJUN SPICY CHICKEN CHICKEN ETOUFFEE CRAWFISH BOIL CRAWFISH ETOUFFEE CRAWFISH OVER FETTUGGINI PASTA DIRTY RICE RED BEANS 4 RICE SEAFOOD GUMBO SHRIMP, CHICKEN, 4 SAUSAGE JAMBALAYA SHRIMP CREOLE SHRIMP JAMBALAYA (CHOICE OF VEGETABLES) CAJUN SPICY CHIPS CORN MIXED VEGETABLES SEPARATE PERMIT REQUIRED FOR *thank* ctdcal ❑ Plumbing ❑ Gas Pik City of Tukwila BUILDING DIVISION BILE COPY Permit No. PiO - %31 Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize thc violation of any adopted code or ordinance. Receipt of approved Field Co. s : conditions is acknowledged By Date: No changes shall belmade to the sope Ofwork withoutprior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. City Of Tukwila BUILDING DIVISION FUTURE��RETAIL UMW SECTION EXISTING CONDITION TO REMAIN NEW CONSTRUCTION CONSTRUCTION TO BE DEMOLISHED EXHAUST FAN ROOM SYMBOL DOOR SYMBOL F.A.R. FLOOR AREA RATIO F.E. FIRE EXTINGUISHER FF. FINISHED FLOOR FF.4E. FIXTURES, FURNISHINGS, 4 EQUIPMENT FDIC. FURN. BY OWNER INSTALLED BY CONTRACTOR F.O.I.O. FURN. BY OWNER INSTALLED BY OUIIER FRP FIRE RATED PANEL FT FOOT/PEET FURN FURNISH F.V. FIELD VERIFY RCP REFLECTED CEILING PLAN REF REFRIGERATOR PEINF REINFORCING/ REINFORCEMENT REQ'D REQUIRED REV REVISED/REVISION GA GG. GWB HDWR HM 1-IT GAUGE GENERAL CONTRACTOR GYPSUM WALL BOARD SCI-ED SCHEDULE S.D. SMOKE DETECTOR SF. SQUARE FOOT/FEET S.G. SAFETY GLASS SIM SIMILAR S.O.G. SLAB ON GRADE SQ. SQUARE SUSP SUSPENDED Sv SHEET VINYL NORDSTROM macys JCPenney HARDWARE HOLLOW METAL HEIGHT FIRE EXTINGUISHER EXIT SIGN IN INST. INSUL. INCH INSTALL INSULATION TEMP TEMPERED T.O. TOP OF TYP. TYPICAL SEARS nin LEVELS U.ON. UNLESS OTHERWISE NOTED VCT VINYL COMPOSITION TILE VTO VENT TO OUTSIDE WW1 GENERAL NOTES I. THIS SET REPRESENTS "THE PERMIT DRAWINGS" AND 15 INTENDED TO SHOW MINIMUM REQUIREMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CONSTRUCTION NECESSARY FOR THE COMPLETE INSTALLATION OF ALL OPERATING SYSTEMS, MATERIALS AND FINISHES IN ACCORDANCE WITH MFR.'S RECOMMENDATION. CONTRACTOR SHALL THOROUGHLY REVIEW DRAWINGS, SPECIFICATIONS AND OWNER'S REQUIREMENTS. 2. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO BID. DISCREPANCIES IN DIMENSIONS, DRAWINGS, GRAPHIC REPRESENTATION AND ACTUAL FIELD MEASUREMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. 3. CONSTRUCTION SHALL BE BASED ON THE LOCAL JURISDICTION APPROVED PLANS AND OWNER'S COMMENTS. THE APPROVED PLANS ARE TO REMAIN ON SITE AT ALL TIMES FOR USE BY ALL INVOLVED TRADES AND INSPECTORS. 4. THIS SET OF 17RAWIN65 SHALL NOT BE COPIED IN WHOLE OR IN PART WITHOUT PRIOR WRITTEN CONSENT FROM THE OWNER. THIS DOCUMENT IS CONSIDERED AS ONE UNIT AND SHALL NOT BE CONSIDERED COMPLETE OR WHOLE IF DOCUMENTS ARE SEPARATED IN ANY MANNER. DOCUMENTS SI4ALL NOT BE SEPARATED FOR THE PURPOSES OF SUBMITTING PROPOSALS OR FOR SEPARATE PHASES OF CONSTRUCTION. 5. THESE DOCUMENTS ARE PREPARED FOR USE BY THE CONTRACTOR AND IN NO WAY, EITHER IN WHOLE OR IN PART CONSTITUTE ANY DIRECTION OR INSTRUCTION TO ANY CONTRACTOR WITH REGARD TO CONSTRUCTION METHODS, MEANS OR TECHNIQUES. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION WORK INCLUDING, BUT NOT LIMITED TO, SEQUENCE 4 TEMPORARY SHORING OF ALL EXISTING STRUCTURES 4 VERIFICATION OF EXISTING, UTILITIES 4 SERVICES. 7. CONTRACTOR SHALL NOTIFY UTILITIES PRIOR TO COMMENCEMENT OF ALL WORK. THE CONTRACTOR 15 RESPONSIBLE FOR REPAIRS, SUBJECT TO LOCAL JURISDICTION AND UTILITY INSPECTOR'S FINAL APPROVAL. . b. CONTRACTOR SHALL CLEAN UP ALL PUBLIC RIGHT -OF -WAY AND PRIVATE DRIVEWAYS AFTER EACH WORK DAY. CONSTRUCTION VEHICLES SHALL NOT BLOCK PUBLIC TRAFFIC OR ENTRIES AT ANY TIME. CONTRACTOR SHALL WORK ACCORDING TO LOCAL .JURISDICTION'S ALLOWED. SCHEDULES ONLY. R. ALL WORK SHALL COMPLY TO I.B.C. 2004, WASHINGTON STATE ENERGY CODE, LOCAL JURISDICTION ZONING 4 BUILDING CODES, REGULATIONS, 4 REQUIREMENTS, LATEST AMENDMENTS (TYPICAL), 4 KING COUNTY HEALTH DEPARTMENT. FROJEGT AREA 668 S.F. a E OP NCO CM CE gpaonuED OCT 0 7 2010 City of Tukwila BUILDING DIV1.41nN —1*- API — — • J UNIMIIMM = 1* 1iiitiiiiiiiiiiiiiiiiiiiiiii RECEIVED SEP 28 2010 PERMIT CENTER KEY PLAN PCiabi314 ... .... Ts E ARCHITECTURE ENGINEERING PLANNING 12930 N.E. 178th STREET Woodinville, WA 98072 -5708 (425) 481 -6601 A FAX: 481 -6371 67 NEGIST '' ., AND _ 8 - . RAMAN STATE OF WASHINGTON PERM I T SET project title: BAYOU GRILL 2600 SOUTHCENTER MALL FOOD COURT #5 TUKJNILA, YNA 48188 -2 'I6 sheet title: KEY PLAN. PROJECT INFO PROJECT DESCRIPTION, NOTES 4 VICINITY MAP revisions: designer: DHW drown: INHB Checked: ARR dote: q /I /IO scale: I" = 100' -O" file: 1014 -A Oh: file: sheet #: GENERAL NOTES 1) COMPLETE INSTALLATION OF THE MECHANICAL SYSTEM SHALL BE PER THE MOST CURRENT BUILDING, MECHANICAL, ENERGY, PLUMBING, FIRE AND HEALTH CODES AND REGULATIONS AS ADOPTED BY THE LOCAL JURISDICTIONS. 2) ALL AIR - CONDITIONING UNITS WITHOUT INTERNAL TRAP SHALL HAVE A P -TRAP FOR THE CONDENSATE PAN WITH PLUG TEES FOR CLEANING AND CONDENSATE PIPES SHALL BE DISCHARGED TO EXISTING CONDENSATE WASTE PIPING. VERIFY SIZE AND LOCATION AT SITE. 3) MECHANICAL CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS AND DUCT ROUTING CLEARANCES WITH THE STRUCTURAL, REFLECTED CEILING AND LIGHTING PLANS. 4) ALL FIRE RATED STRUCTURE SHALL BE FIRE DAMPERED. VERIFY WITH THE ARCHITECTURAL AND INSTALL PER THE LOCAL JURISDICTIONS. 5) ALL AIR DISTRIBUTION OUTLETS SHALL HAVE VOLUME CONTROL DEVICES. 6) ALL VOLUME DAMPERS IN NON- ACCESSIBLE CEILINGS SHALL HAVE A CONTROL ARM EXTENDED TO AN ACCESSIBLE LOCATION ( "YOUNG" REGULATIONS OR EQUAL). EXACT LOCATION OF CONTROL DEVICES VISIBLE IN FINISHED SPACES SHALL BE COORDINATED WITH THE ARCHITECT. 7) ALL 90 DEGREE TRUNK DUCT ELBOWS SHALL BE SMOOTH -ROUND OR SQUARE WITH TURNING VANES. 8) MECHANICAL CONTRACTOR SHALL LOCATE AND COORDINATE EXACT LOCATION OF PIPING AND DUCTWORK AND PENETRATIONS WITH THE STRUCTURE. 9) MAXIMUM LENGTH OF FLEXIBLE DUCTS SHALL BE 6' OR AS SHOWN ON DRAWINGS. 10) ALL DUCTWORK, EQUIPMENT AND PIPING SHALL BE SEISMICALLY SUPPORTED PER SMACNA AND LOCAL REGULATIONS. 11) ALL AIR FILTERS SHALL HAVE EFFICIENCY BASED ON THE ASHRAE STANDARD 52 -76 (ATMOSPHERIC DUST SPOT). 12) ALL MECHANICAL EQUIPMENT SHALL CONFORM TO SMACNA AND LOCAL REGULATIONS FOR SEISMIC RESTRAINT (INCLUDING PIPING AND DUCTWORK). 13) ALL EQUIPMENT AND ACCESSORIES IN CONCEALED SPACES REQUIRING ACCESS SHALL HAVE ACCESS DOORS. 14) TOTAL SYSTEM SHALL BE WARRANTED FOR ONE YEAR; STARTING FROM THE TIME OF OWNER /ENGINEER'S FINAL ACCEPTANCE. 15) HVAC NOTES: A) PROVIDE FLEXIBLE CONNECTION IN ALL DUCTS CONNECTING TO AIR MOVING EQUIPMENT AS CLOSE TO FAN AS POSSIBLE. FLEXIBLE CONNECTION SHALL CONSIST OF 6" OR MORE OF AIR TIGHT, FIREPROOF FLEXIBLE NEOPRENE COATED WOVEN FIBROUS GLASS MATERIAL. VENT FABRICS, INC. OR APPROVED EQUAL. 8) ALL DUCTWORK SHALL BE SHEET METAL. SOUND LINE RECTANGULAR SUPPLY AND RETURN DUCTS WITHIN 10 FEET FROM THE UNIT OPENINGS. C) ALL SUPPLY AND RETURN FLEXIBLE DUCTS SHALL BE CONSTRUCTED OF DOUBLE LAMINATION OF POLYESTER ENCAPSULATED STEEL WIRE HELIX FOR INNER CORE HIGH DENSITY FIBERGLASS INSULATION AND GRAY POLYESTER FILM WITH SPIRAL REINFORCEMENTS EQUAL TO "ATCO -70 SERIES" (MIN. POS. PRESS. = 6" W.G., NEG. PRESS = 0.75" W.C.). D) PROVIDE LOCKABLE VOLUME DAMPERS IN ALL AIR DISTRIBUTION OUTLETS. E) DUCT HANGERS, SUPPORTS AND METHODS OF INSTALLATION SHALL CONFORM TO ASHRAE AND SMACNA RECOMMENDATIONS. F) DUCT SIZES SHOWN ON PLANS INDICATE INSIDE FREE AREA. G) ALL DUCTWORK SHALL BE CLASS 1 AIR DUCT AS APPROVED BY U.L. -181. H) DUCTS - SHEET METAL DUCTS SHALL BE INSULATED WITH THE INSULATION AND THICKNESSES AS SHOWN HEREIN (REDUCE THE INSULATION THICKNESS BY THERMAL VALUE OF SOUND LINING). 1. SUPPLY AIR DUCTS IN HEATED SPACE; NO INSULATION REQUIRED IF SOUNDLINED, OTHERWISE 1" THICK K = 0.23 © 75 DEGREES F. 2. SUPPLY AIR DUCTS IN NON- HEATED SPACE; APPROXIMATELY 3" THICK K =0.23 ® 75 DEGREES F., TO PROVIDE A MINIMUM THERMAL RESISTANCE VALUE OF MINIMUM R -11. 3. SUPPLY AIR DUCTS OUTSIDE OF BUILDING SAME AS CONDITIONED SPACE EXCEPT WITH WEATHERPROOF BARRIER. 4. RETURN AIR DUCTS; SHALL HAVE SAME INSULATION AS THE SUPPLY AIR DUCTS. 5. EXHAUST AIR DUCTS; NO INSULATION REQUIRED. 6. INDOOR DUCTS HANDLING OUTSIDE AIR SHALL HAVE FIBERGLASS BLANKET WITH VAPOR BARRIER JACKET ASJ, 1" THICK, K = 0.23 © 75 DEGREES F. (ALL DUCTWORK FOR THE BUILDING SUPPLY FAN AND OUTSIDE AIR INTAKES TO INDIVIDUAL HEAT PUMPS). I) REFRIGERANT PIPING: SUCTION LINES SHALL HAVE 1" MINIMUM INSULATION. 16) THE CONTRACTOR SHALL NOT OPERATE THE EQUIPMENT FOR TEMPORARY HEATING OR VENTILATION DURING THE CONSTRUCTION. (ALL EQUIPMENT SHALL RUN FOR TESTING AND BALANCING PURPOSES ONLY). NOTIFY THE ENGINEER 48 HOURS (MINIMUM) IN ADVANCE TO ARRANGE A FINAL FIELD INSPECTION. PRIOR TO COVERING UP THE CEILING. 17) EACH FAN UNIT OVER 2000 CFM SHALL HAVE A DUCT /SMOKE DETECTOR PER 2006 IMC 606 IN RETURN DUCTS AS REQUIRED BY THE JURISDICTIONS. UNIT SHALL SHUT DOWN UPON SMOKE DETECTION (COORDINATE WITH FIRE ALARM CONSULTANT /CONTRACTOR PRIOR TO BIDDING /CONSTRUCTION). 18) CONTRACTOR IS TO BRING UP THE DISCREPANCIES AND ITEMS WHICH ARE NOT SPECIFICALLY CALLED FOR OR SHOWN BUT ARE REQUIRED FOR A COMPLETE MECHANICAL SYSTEM AND AFFECT HIS CONTRACT PRIOR TO ENTERING AND SIGNING THE CONTRACT; AFTER AWARDING THE CONTRACT ALL SUCH ITEMS REQUIRED FOR A COMPLETE SYSTEM READY FOR THE OWNER'S BENEFICIAL USE SHALL BE FURNISHED AND INSTALLED INCLUDING ALL SUCH DISCREPANCY ITEMS MENTIONED ABOVE, AT NO ADDITIONAL COST TO THE OWNER AND PER LOCAL CODES. MANUFACTURER'S RECOMMENDATIONS AND APPLICABLE STANDARDS WITH THE ARCHITECT /ENGINEER'S APPROVAL. 19) ALL EQUIPMENT SUPPLIED FOR THESE SPECIFICATIONS SHALL BE FREE FROM DEFECTS IN MATERIAL, WORKMANSHIP, AND TITLE, AND SHALL BE OF THE KIND AND QUALITY DESCRIBED HEREIN. IF IT APPEARS WITHIN ONE YEAR FROM DATE OF FINAL ACCEPTANCE THAT EQUIPMENT DOES NOT MEET THE WARRANTIES ABOVE, THE CONTRACTOR SHALL IMMEDIATELY CORRECT ANY DEFECT AND SHALL RESTORE THE SYSTEM TO THE ORIGINAL SATISFACTORY CONDITIONS AT HIS EXPENSE. THE FOREGOING WARRANTY IS EXCLUSIVE AND IN LIEU OF OTHER WARRANTIES, WHETHER WRITTEN, ORAL, IMPLIED OR STATUTORY. NO WARRANTY OF MERCHANT ABILITY OF FITNESS FOR PURPOSE SHALL APPLY. (THE WARRANTY SHALL START FROM THE TIME OF ARCHITECT /ENGINEER'S FINAL ACCEPTANCE.) 20) ENTIRE INSTALLATION OF ALL EQUIPMENT, CONTROL, PIPING, DUCTWORK AND RELATED ACCESSORIES SHALL BE PER BASIC OWNERS' STANDARDS. MECHANICAL CONTRACTOR IS TO FAMILIARIZE HIMSELF WITH THESE STANDARDS. 21) MECHANICAL CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE ROUTING AND INSTALLATION FEASIBILITY OF ALL EQUIPMENT, PIPING AND DUCTWORK PRIOR TO SUBMITTING HIS BID AND INCLUDE IN HIS BID ADDITIONAL PIPING, DUCTWORK, FITTINGS, OFFSETS, ETC. WHICH MIGHT BE REQUIRED FOR A COMPLETE SYSTEM READY FOR OWNER'S BENEFICIAL USE. 22) COORDINATE THE CONSTRUCTION SCHEDULE WITH THE ARCHITECT AND PERFORM ALL REQUIRED WORK IN STRICT ACCORDANCE WITH THE OWNER'S SCHEDULE. 23) MECHANICAL CONTRACTOR SHALL PAY FOR AND OBTAIN ALL REQUIRED PERMITS AND CERTIFICATES REQUIRED BY THE AUTHORITIES HAVING JURISDICTION. 24) ADJUST ALL EQUIPMENT AND PERFORM A COMPLETE AIR - BALANCING AND PUT ALL MECHANICAL SYSTEMS IN OPERATION AND SUBMIT MINIMUM 4 COPIES OF BALANCING REPORTS TO THE OWNER /ARCHITECT. INSTRUCTION TO BIDDERS 1. VERIFY WITH LANDLORD AND GENERAL CONTRACTOR FOR LANDLORD FURNISHED ITEMS PRIOR TO BIDDING /CONSTRUCTION. 2. DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACTOR SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. 3. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTOR'S COST. 4. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. GENERAL SPECIFICATIONS A. IT IS THE INTENT OF THESE SPECIFICATIONS TO PROVIDE A MECHANICAL SYSTEM COMPLETE, FULLY ADJUSTED, AND READY TO USE. B. INSPECTION: PRIOR TO ALL WORK OF THIS DOCUMENT, CAREFULLY INSPECT THE INSTALLED WORK OF ALL OTHER TRADES AND VERIFY THAT ALL SUCH WORK IS COMPLETE TO THE POINT WHERE THIS INSTALLATION MAY PROPERLY COMMENCE. VERIFY THAT THE WORK MAY BE COMPLETED IN STRICT ACCORDANCE WITH ALL PERTINENT CODES AND REGULATIONS, THE APPROVED SHOP DRAWINGS, AND THE MANUFACTURERS' RECOMMENDATIONS. C. DISCREPANCIES: IN THE EVENT OF DISCREPANCY, IMMEDIATELY NOTIFY THE ARCHITECT /ENGINEER. DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN FULLY RESOLVED. D. INSPECTION: CHECK EACH PIECE OF EQUIPMENT IN THE SYSTEM FOR DEFECTS, VERIFYING THAT ALL PARTS ARE PROPERLY FURNISHED AND INSTALLED, THAT ALL ITEMS FUNCTION PROPERLY, AND THAT ALL ADJUSTMENTS HAVE BEEN MADE. E. GENERAL: DO NOT ALLOW OR CAUSE ANY OF THE WORK OF THIS SECTION TO BE COVERED UP OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, VIEWED AND ACCEPTED BY THE LANDLORD /ARCHITECT/ ENGINEER AND BY ALL OTHER AUTHORITIES HAVING JURISDICTIONS. F. DO ALL THINGS NECESSARY TO COOPERATE WITH OTHER TRADES IN ORDER THAT ALL SYSTEMS IN THE WORK MAY BE INSTALLED IN THE BEST ARRANGEMENTS. COORDINATE AS REQUIRED WITH ALL OTHER TRADES TO SHARE SPACE IN COMMON AREAS AND TO PROVIDE THE MAXIMUM OF ACCESS TO EACH SYSTEM. G. IT IS THE INTENT OF THESE SPECIFICATIONS THAT ALL WORK, INCLUDING THE INSIDE OF EQUIPMENT, FIXTURES, PIPING, DUCTWORK, ETC. BE LEFT IN A CLEAN CONDITION. ALL CONSTRUCTION DIRT SHALL BE REMOVED FROM MATERIAL SITE AND EQUIPMENT. H. IT IS THE INTENTION OF THESE SPECIFICATIONS AND DRAWINGS TO CALL FOR FINISHED WORK, TESTED, AND READY FOR OPERATION. WHEREVER THE WORK "PROVIDE" IS USED, IT SHALL MEAN "FURNISH AND INSTALL COMPLETE AND READY TO USE." MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER INSTALLATION AND OPERATION, SHALL BE INCLUDED IN THE WORK, THE SAME AS IF HEREIN SPECIFIED OR SHOWN. I. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL GOVERNMENT SALES TAXES, FEES AND OTHER COSTS, INCLUDING UTILITY CONNECTIONS OR EXTENSIONS, IN CONNECTION WITH HIS WORK; FILE ALL NECESSARY PLANS, PREPARE ALL DOCUMENTS AND OBTAIN ALL NECESSARY APPROVALS OF ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION OF HIS WORK AND DELIVER SAME TO THE ARCHITECT BEFORE REQUEST FOR ACCEPTANCE AND FINAL PAYMENT FOR WORK. J. THE CONTRACTOR SHALL INCLUDE IN THE WORK, WITHOUT EXTRA COST TO THE OWNER, ANY LABOR, MATERIALS, SERVICES, APPARATUS, DRAWINGS, IN ORDER TO COMPLY WITH ALL APPLICABLE LAWS, ORDINANCES, RULES AND REGULATIONS, WHETHER OR NOT SHOWN ON DRAWINGS AND /OR SPECIFIED. K. SURVEYS AND MEASUREMENTS: THE CONTRACTOR SHALL .BASE ALL MEASUREMENTS, BOTH HORIZONTAL AND VERTICAL, FROM ESTABLISHED BENCH MARKS. ALL WORK SHALL AGREE WITH THESE ESTABLISHED LINES AND LEVELS. VERIFY ALL MEASUREMENTS AT SITE AND CHECK THE CORRECTNESS OF SAME AS RELATED TO THE WORK. L. DRAWINGS: DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN THE CONTRACT. DRAWINGS ARE NOT TO BE SCALED. THE ARCHITECTURAL DRAWINGS AND DETAILS SHALL BE EXAMINED FOR EXACT LOCATION OF FIXTURES AND EQUIPMENT. WHERE THEY ARE NOT DEFINITELY LOCATED, THIS INFORMATION SHALL BE OBTAINED FROM THE ARCHITECT. M. PROTECTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR WORK AND EQUIPMENT UNTIL FINALLY INSPECTED, TESTED, AND ACCEPTED; HE SHALL PROTECT WORK AGAINST THEFT, INJURY OR DAMAGE; AND SHALL CAREFULLY STORE MATERIAL AND EQUIPMENT RECEIVED ON SITE WHICH ARE NOT IMMEDIATELY INSTALLED. HE SHALL CLOSE OPEN ENDS OF WORK WITH TEMPORARY COVERS OF PLUGS DURING STORAGE AND CONSTRUCTION TO PREVENT ENTRY OF OBSTRUCTING MATERIAL. N. THE CONTRACTOR SHALL FURNISH ALL SCAFFOLDING, RIGGING, HOISTING, AND SERVICES NECESSARY FOR ERECTION AND INSTALLATION OF THE MECHANICAL SYSTEM. 0. CONTRACTOR SHALL LOCATE ALL EQUIPMENT WHICH MUST BE SERVICED, OPERATED, OR MAINTAINED IN FULLY ACCESSIBLE POSITIONS. P. THIS CONTRACTOR SHALL PROVIDE ALL CUTTING AND PATCHING NECESSARY TO INSTALL THE WORK SPECIFIED IN THIS SECTION. PATCHING SHALL MATCH ADJACENT SURFACES. Q. NO STRUCTURAL MEMBERS SHALL BE CUT WITHOUT THE APPROVAL OF THE ARCHITECT, AND ALL SUCH CUTTING SHALL BE DONE IN A MANNER DIRECTED BY HIM. R. THIS CONTRACTOR SHALL PROVIDE AND LOCATE ALL SLEEVES AND INSERTS REQUIRED BEFORE THE FLOORS AND WALLS ARE BUILT, OR SHALL BE RESPONSIBLE FOR THE COST OF CUTTING AND PATCHING REQUIRED FOR PIPES WHERE SLEEVES AND INSERTS WERE NOT INSTALLED, OR WHERE INCORRECTLY LOCATED. THE CONTRACTOR SHALL DO ALL DRILLING REQUIRED FOR THE INSTALLATION OF HIS HANGERS. S. SLEEVES SHALL BE PROVIDED FOR ALL MECHANICAL PIPING PASSING THROUGH CONCRETE FLOOR SLABS AND CONCRETE, MASONRY, TILE AND GYPSUM WALL CONSTRUCTION. T. ALL INSULATION SHALL HAVE A COMPOSITE (INSULATION, JACKET OR FACING, AND ADHESIVE) FIRE HAZARD RATING AS TESTED BY ASTM E -84, NFPA 255, OR UL 723, NOT TO EXCEED 25 FLAME SPREAD AND 50 SMOKE DEVELOPED. ACCESSORIES SUCH AS COATINGS, TAPES, AND ADHESIVES SHALL HAVE THE SAME COMPONENT RATINGS. ALL INSULATING MATERIALS OR THEIR CONTAINERS SHALL HAVE A LABEL INDICATING COMPLIANCE WITH THE ABOVE RATING. REFERENCE STANDARDS: NFPA D -255, A.S.T.M. E -84, UL -723, ASHRAE 90 -75 AND THE STATE ENERGY CODE. ACCEPTABLE MANUFACTURERS: CERTAINTEED, OWENS- CORNING, KNAUF AND MANVILLE. U. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A COMPLETE OPERATING AND MAINTENANCE MANUAL AND ONE SET OF MYLAR REPRODUCIBLES SHOWING ALL AS -BUILT CONDITIONS. THE MANUALS SHALL INCLUDE ALL MANUFACTURER'S SPECIFICATIONS, OPERATION, MAINTENANCE, INSTRUCTIONS, WARRANTY, LOCAL SOURCE OF SUPPLY FOR SPARE PARTS AND SERVICES, ETC.. V. PROVIDE WEATHERPROOF FLASHING AT ALL DUCT, PIPE, ETC., MECHANICAL PENETRATIONS THROUGH THE BUILDING WALLS AND ROOF. FLASHING SHALL BE DESIGNED AND INSTALLED PER SMACNA AND SHALL BE GUARANTEED WEATHER PROOF FOR THE DURATION OF THE GUARANTEE. W. PIPE MATERIAL: COLD WATER AND HOT WATER COPPER "L" (LEAD FREE) WASTE AND VENT CAST IRON, DWV COPPER NOTE: JOINTS AND METHOD OF CONNECTIONS SHALL BE PER THE UPC - CHAPTER #8, ASTM STANDARDS AND MANUFACTURERS RECOMMENDATIONS FOR EACH PIPE TYPE AND APPLICATIONS. X. PIPE INSULATION: COLD WATER - 1/2" INSULATION WITH VAPOR BARRIER JACKETS. HOT WATER - 1 /2" INSULATION WITH VAPOR BARRIER JACKETS. FOR RUNOUTS UP TO 12 FEET, AND 1" INSULATION FOR ALL PIPING UP TO 2" DIAMETER. UNDERGROUND PIPING WITH 1" CLOSED CELL FOAM INSULATION. ENERGY CODE NOTES: 1) THERMOSTATS SHALL BE A 7 DAY PROGRAMMABLE TYPE WITH A 5 DEGREE DEADBAND AND AUTOMATIC SETBACK CONTROL PER 1412.2 WASHINGTON STATE ENERGY CODE. 2) HVAC EQUIPMENT SHALL MEET THE MINIMUM ENERGY EFFICIENCY RATINGS PER TABLE 14 -1, 14 -2 AND 14 -3 OF THE WASHINGTON STATE ENERGY CODE. 3) DUCT INSULATION AND SEAUNG SHALL MEET CHAPTER 14 SECTION 1414 REQUIREMENTS. 4) SUPPLY AND RETURN DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO MIN. R -8. ROOFTOP HVAC DUCTWORK SHALL HAVE A WEATHER BARRIER. 5) SUPPLY AND RETURN DUCTS IN CONDITIONED SPACES SHALL BE INSULATED TO MIN. R -4. UNCONDITONED SPACES SHALL BE R -7. 6) PIPING INSULATION SHALL MEET THE REQUIREMENTS OF WASHINGTON STATE ENERGY CODE TABLE 14 -6. 7) CONTRACTOR SHALL SUBMIT RECORD DRAWINGS AND OPERATING AND MAINTENANCE MANUALS PER 1416 WSEC. 8) CONTRACTOR SHALL PERFORM AND SUBMIT AN AIR BALANCE REPORT PER 1416.3.1 PER WSEC. 9) CONTRACTOR SHALL SUBMIT A COMMISSIONING REPORT AND DOCUMENTATION PER 1416.4 PER WSEC. ROOFTOP PACKAGE HEAT PUMP SCHEDULE DESIGNATION: H P -1 ZONE: RESTAURANT MANUFACTURER: CARRIER MODEL: 50EZ -042 DISCHARGE: DOWN NOMINAL TONS 3.5 COOLING • ARI (MBH): 40.5 HEATING CAPACITY - LOW TEMP (MBH): 21.8 E.E.R: 11.2 S.E.E.R• - - AUX. HEAT KW 7.5 FAN MOTOR, HP: 3/4 HP CFM: 1400 E.S.P. (IN -H20): 0.50" INDOOR /OUTDOOR FAN(FLA): 3.0/0.6 COMPRESSOR RLA /LRA: 6.3/44.0 MCA /MOCP (AMP): 26.5/30 VOLTAGE /PHASE 460V/30 WEIGHT (LBS): 650 REMARKS: (1) 880H TOP WALL GRILLE (1 ) WITH 1 00% MODULATING ECONOMIZER, CRANKCASE HEATER /COMPRESSOR SHORT CYCLE PROTECTION/ HI PRESSURE SWITCH, LO PRESSURE SWITCH /TIME GUARD CIRCUIT /DEFROST CONTROL /BAROMETRIC RELIEF/ ROOF CURB AND 2" THROW AWAY FILTER AND VIBRATION ISOLATORS. KITCHEN HOOD /MAKE -UP AIR SCHEDULE DESIGNATION: KEF -1 KEF -2 MAU -1 ZONE: HOOD 1 HOOD 2 HOODS 1 & 2 MANUFACTURER: CAPTIVE AIRE CAPTIVE AIRE CAPTIVE AIRE REMARKS: (1) (2) (3) (1) REFER TO HOOD DRAWINGS FOR FULL SPECIFICATION, NOTED AS FAN #1 ON HOOD PLANS . (2) REFER TO HOOD DRAWINGS "H -2, 3 & 4" FOR FULL SPECIFICATION, NOTED AS FAN #3 ON HOOD PLANS (3) REFER TO HOOD DRAWING "H -1, 3 & 4" FOR FULL SPECIFICATION, NOTED AS FAN #2 ON HOOD PLANS AIR DISTRIBUTION SCHEDULE TYPE DESCRIPTION CFM NECK SIZE MODEL REMARKS A ROUND SUPPLY DIFFUSER PER PLAN PER BELOW RM1 AIR DIST. 4 -WAY UNLESS NOTED OTHERWISE B T -BAR SUPPLY DIFFUSER PER PLAN PER BELOW SH AIR DIST. 4 -WAY UNLESS NOTED OTHERWISE C SOLID CLG. SUPPLY DIFFUSER PER PLAN PER BELOW SH AIR DIST. 4 -WAY UNLESS NOTED OTHERWISE D SOLID CLG. RETURN /EXH. GRILLES PER PLAN PER BELOW S8OH BOTTOM /TOP WALL GRILLE E T -BAR RETURN /EXH. GRILLES PER PLAN PER BELOW EGC5 AIR DISTRIBUTION VERTICAL /HORIZ. KRUEGER F TOP WALL GRILLE PER PLAN PER BELOW 880H TOP WALL GRILLE G THERMAFUSER PER PLAN PER BELOW TF -HC THERMAFUSER OR EQUAL H MAKE -UP AIR DIFFUSER PER PLAN 14X14 6200 WITH PERFORATED GRILLE DISTRIBUTION PER PLANS DUCT SIZE FEEDING THE AIR DISTRIBUTION - (1) NO UNDERGROUND WASTE PIPING LESS THAN 2 ". (2) SEE ARCH. AND KITCHEN DESIGN FOR FIXTURE SPECIFICATIONS NECK NECK NECK NECK SIZE CFM (MIN.) CFM (MAX) TYPE A (RM1) TYPE B (RM 1) TYPE- C (SH) TYPE- D (S8OH) MAX. NC = 35 4"0 0 35 6 X 6 6 X 6 5"0 36 60 6 X 6 6 X 6 6 "o 61 95 6 X 6 6 X 6 7"0 96 145 6 X 6 8 X 6 8 "o 146 200 6 X 6 10 X 6 9 "0 201 280 9 X 9 10 X 6 1 0"0 281 380 9 X 9 12 X 10 12 "0 381 600 V 12 X 12 15 X 15 18 X 10 24 X 12 14"95 601 900 - -� 16"0 901 1300 24 X 18 18-95 1301 1750 24 X 24 20x20 2610 3265 20 x 20 MAX. NC = 35 NOTES: 1) CEILING DIFFUSERS, REGISTERS AND GRILLES SHALL BE KRUEGER OR EQUAL. 2) CD= CEILING DIFFUSER, RG= RETURN GRILLE, TG= TRANSFER GRILLE, LVR= LOUVER, TWG =TOP WALL GRILLE, BWG= BOTTOM WALL GRILLE. 3) ALL SUPPLY AIR DISTRIBUTION OUTLETS WITHOUT VOLUME DAMPERS SHALL HAVE OPPOSED BLADE VOLUME CONTROL DAMPERS. 4) FASTENING METHOD SHALL BE AS SELECTED BY ARCHITECT AND SHALL BE COMPATIBLE WITH THE WALL OR CEILING STRUCTURE THAT IS BEING INSTALLED. 5) OTHER APPROVED MANUFACTURERS ARE: TITUS, E.H. PRICE, METALAIRE AND J & J. ALTERNATE MANUFACTURERS MUST MATCH MATERIALS, TYPE, AND PERFORMANCE OF LISTED DEVICE. BACKFLOW PREVENTER NOTES 1. AS MANUFACTURED BY "WATTS" OR EQUAL: RPBA = REDUCED PRESSURE #009QT DCVA = DOUBLE CHECK #007QT AVB = VACUUM BREAKER 2. VALVES TO BE LINE SIZE. 3. INSTALL AT THE FOLLOWING LOCATIONS (MINIMUM): A. ONE 1/2" RPBA AT ICE MAKER B. ONE 1/2" RPBA AT COFFEE BREWER /ESPRESSO MACHINE OF INSTALLED) C. ONE MOP SINK WITH INTEGRAL VACUUM BREAKER FAUCET D. ONE 1/2" (OR LINE SIZE, VERIFY WITH BEVERAGE PROVIDER) RPBA AT BEVERAGE BAR / CARBONATOR, MUST BE APPROVED BY WASHINGTON STATE FOR USE AT CARBONATED BEVERAGE EQUIPMENT (POP MACHINE PIPING DOWNSTREAM OF CARBONATOR SHALL BE PLASTIC IN ORDER TO AVOID CARBONIC POISONING. E. BACKFLOW PREVENTERS SHALL BE MOUNTED 5 FEET MAXIMUM ABOVE FLOOR PER UPC 2006, SEC. 603.3.4. RUN AIR GAP WASTES FROM RP DEVICES TO FLOOR SINKS. F. ONE 3/4" RPBA AT DISHWASHER. G. ONE 1/2" RPBA AT MAKE -UP AIR WATER CONNECTION. ELECTRIC WATER HEATER SCHEDULE DESIGNATION; WH - 1 ZONE: RESTAU RANT MANUFACTURER; A.O. SMITH (OR EQUAL) MODEL: DVE -120 TYPE TANK 2" 24 NO. OF ELEMENTS: 6 CO 4000 EA. (SIMUL.) TEMP. RISE (F°): 100 GALLONS; 80 VOLTAGE: 480 PHASE: 3 FLA: 28.9 SHIPPING WEIGHT (LBS): 280 REMARKS: (1)(2)(3) (1) VERIFY AND COORD. WITH ELECTRICAL FO R POWER TO WATER HEATER. (2) INSTALL AND DRAIN P/T VALVE TO AN APPROVED LOCATION PER LOCAL JURISDICTION. (3) WITH EXPANSION TANK, AMTROL #ST -5 "THERM- X- TROL ", DIAPHRAGM TYPE, PRE- PRESSURIZED TANK. PLUMBING FIXTURE CONNECTION SCHEDULE DESIG REM: TRAPS WASTE: VENT: CW: HW: P1 PREP SINK 2" 2" - Y2" Y" P2 3 -COMP. SINK 2" 2" - Y2" Y2" P3 WALL HAND SINK 1Y" 1Y2" 1h" Y2" Y2" P4 MOP SINK 3" 3" 1Y2" %" %" P5 COUNTER HAND SINK 1Y" 1Y2" 1Y" 3/2" Y2" D1 FLOOR DRAIN 2" 2" 1Y2" - - D2 FLOOR SINK 2" 2" 1Y" - - (1) NO UNDERGROUND WASTE PIPING LESS THAN 2 ". (2) SEE ARCH. AND KITCHEN DESIGN FOR FIXTURE SPECIFICATIONS MINIMUM OUTS DE AIR SCHEDULE PER WA. STATE VENT CODE (ASHRAE 62 -1999) EQUIP DESIG. ZONE AREA SQ FT NO. OF PEOPLE MIN. O.S.A CFM / PER. MIN. O.S.A. CFM REQ'D DESIGNED HP -1 KITCHEN 668 13 15 CFM /PERSON 195 350 TOTAL 195 REVIEWED FOR y," CODE COMPLIANCE ApDQfnm OCT Wei 20)0 City of Tukwil a BUILDING DI1/iiifIb, 134 RECEIVED SEP 28 2010 PERMIT CENTER PLAN INDEX M1 GENERAL NOTES, SPEC., SCHEDULE AND LEGEND M2 PLUMBING - WASTE & VENT M3 PLUMBING - WATER & GAS M4 HVAC M5 MALL - ROOF PLAN M6 DETAILS H1 TYPE 1 HOOD PLAN (INCLUDED FOR REFERENCE ONLY) H2 TYPE 2 HOOD PLAN (INCLUDED FOR REFERENCE ONLY H3 TYPE 3 HOOD PLAN (INCLUDED FOR REFERENCE ONLY PROJECT NAME BAYOU GRILL 2600 Southcenter Mall Space FC -5 Tukwila, WA 98188 PERMIT SET NOT FOR BID OR CONSTRUCTION DRAWING TITLE GENERAL NOTES, SCHEDULES AND ISDEX JOB NUMBER 210010 DRAWN BY SH CHECKED BY AVA 9/15/10 PERMIT SET ISSUED DATE DESCRIPTION MO1 (OF 6) Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425) 462 -9441 FAX: 425) 462 -9451 E -Mail: cservice @abossein,com www.abossein.com PROJECT NAME BAYOU GRILL 2600 Southcenter Mall Space FC -5 Tukwila, WA 98188 PERMIT SET NOT FOR BID OR CONSTRUCTION DRAWING TITLE GENERAL NOTES, SCHEDULES AND ISDEX JOB NUMBER 210010 DRAWN BY SH CHECKED BY AVA 9/15/10 PERMIT SET ISSUED DATE DESCRIPTION MO1 (OF 6) GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2006 TABLE 7 -5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "M1". 5) COORDINATE WITH OWNER /ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2006 SECTION 707, SIZED PER TABLE 7 -6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS /FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI —LAV GUARD (OR EQUAL). OFFSET P —TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 11) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL SHUT OFF VALVES /STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT. 13) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 14) NOT USED. 15) ROUTE /DISCHARGE CONDENSATE PIPES FOR HEAT PUMP INDIRECTLY TO FLOOR SINK AS INDICATED OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 16) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA /OCCUPANCY SEPARATION WALLS. 17) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 18) NOT USED. 19) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2 %) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2006 TABLE 7 -5) 20) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 21) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 22) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. EXISTING LANDLORD PROVIDED VENT STUB ■u. .••. ■..■ ■..■ ■..■ ...■ .... CONNECT TO EXISTING LANDLORD PROVIDED GREASE WASTE STUB, COORD. AT SITE FOR EXACT LOCATION CONNECT TO EXISTING LANDLORD PROVIDED ANITARY SEWER STUB, COORD. AT SITE FOR ACT LOCATION WASTE AND VENT PLAN SCALE: 1/4" = 1' -0" • • PLUMBING LEGEND SYMBOL CW WH-1. I FFD FS ®FD IGD PD DD DI RD /OF ®AD FCO --r- WCO o GCO 0.5" 0.75" 1" 1.25" 1.5" 2" 2.5" 3" 0- o- -0- DESCRIPTION COLD WATER PIPE HOT WATER PIPE WASTE /SOIL PIPE VENT PIPE GAS PIPE RAIN LEADER PIPE PLUMBING FIXTURE TAG PLAN NOTE #1 WH #1 (EQUIP. TAG) FLOOR DRAIN W/ FUNNEL FLOOR SINK FLOOR DRAIN GARAGE DRAIN PLANTER DRAIN DECK DRAIN ROOF /OVERFLOW DRAIN AREA DRAIN FLOOR CLEANOUT WALL CLEANOUT GRADE CLEANOUT 1 /2" PIPE SIZE 3/4" PIPE SIZE 1" PIPE SIZE 1 -1/4" PIPE SIZE 1 -1/2" PIPE SIZE 2" PIPE SIZE 2 -1/2" PIPE SIZE 3" PIPE SIZE PIPE ELBOW UP PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN SYMBOL FW -140T HWR -GW -RL MPG G -CD -14— CW [ HW 0 -III -- -- SR —ILL VTR Cct VTR -R- RPBP Da PRV O—/ DESCRIPTION COLD WATER FILTERED WATER HOT WATER HOT WATER (140T) HOT WATER RETURN VENT WASTE, SANITARY WASTE, GREASE RAIN LEADER GAS (±2PSIG) GAS (7 IN —W.C.) CONDENSATE GATE VALVE COLD WATER PEX HOT WATER PEX CW MANIFOLD PEX /WIRSBO HW MANIFOLD PEX /WIRSBO BALANCING /SHUT —OFF VALVE BALL VALVE PRESSURE GAUGE UNION SUDS RELIEF RELIEF VALVE VENT THROUGH ROOF VENT THRU ROOF BURIED PIPE CHECK VALVE REDUCED PRESSURE BACK FLOW PREVENTER PRESSURE REDUCING VALVE HOSE BIBB (WALL HYDRANT) REVIEWED FOR APacto Ff OCT 0 2010 City of Tukwila BUILDING f PVIFION RECEIVED SEP 28 2010 PERMITCENTER PG [0-13y Abossein Engineering, L.L.C. MECHANICAL, - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462 -9441 FAX: (425) 462 -9451 E -Pail: cseroiceoabossein.com www.abossein.com PROJECT NAME BAYOU GRILL 2600 Southcenter Mall Space FC -5 Tukwila, WA 98188 PERMIT SET NOT FOR BID OR CONSTRUCTION DRAWING TITLE FLOOR PLAN - PLUMBING WAST & VENT JOB NUMBER 210010 DRAWN BY 514 CHECKED BY AVA 9/15/10 PERMIT SET ISSUED DATE DESCRIPTION M02 (OF 6) GENERAL NOTES 1) COORDINATE WITH STRUCTURAL FOR EXACT LOCATION OF ALL STRUCTURAL FRAMING AND FOOTINGS AND FINALIZE THE EXACT ROUTING OF ALL PIPES WITH STRUCTURAL AND AT SITE PRIOR AND DURING THE CONSTRUCTION. 2) COORDINATE WITH ARCHITECTURAL AND AT SITE FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 3) ALL FIXTURES REQUIRING PLUMBING SHALL BE CONNECTED TO BUILDING WASTE, VENT, COLD WATER AND HOT WATER SYSTEM AS REQUIRED BY THE CODES. WASTE AND VENT PIPE SIZES SHALL NOT BE SMALLER THAN UPC 2006 TABLE 7 -5. 4) SEE PLUMBING FIXTURE CONNECTION SCHEDULE ON SHEET "M1 ". 5) COORDINATE WITH OWNER /ARCHITECT FOR PLMBG. FIX. PRIOR TO BIDDING. 6) INSTALL CLEANOUTS PER UPC 2006 SECTION 707, SIZED PER TABLE 7 -6 AND AS REQUIRED BY LOCAL JURISDICTIONS. ALL CLEANOUTS SHALL BE LOCATED IN WALLS /FLOORS IN A NOT HIGHLY VISIBLE LOCATION AS APPROVED BY THE ARCHITECT. 7) ALL EXPOSED PIPING FOR HANDICAPPED FIXTURES SHALL BE INSULATED WITH HANDI -LAV GUARD (OR EQUAL). OFFSET P -TRAPS TO CLEAR WHEEL CHAIR ACCESS. 8) CONNECT TO EACH FIXTURE, EQUIPMENT, ETC. WITH ALL ACCESSORIES, VALVES, VACUUM BREAKERS, REGULATORS, UNION, ETC., AS REQUIRED AND AS RECOMMENDED BY THE MANUFACTURERS. 9) COORDINATE WITH THE STRUCTURAL ENGINEER AND GENERAL CONTRACTOR TO PROVIDE STRUCTURAL SUPPORT FOR ALL EQUIPMENT. 10) PLUMBING CONTRACTOR SHALL VERIFY ALL SPACE CONDITIONS AND DIMENSIONS AT JOB SITE PRIOR TO FABRICATION AND INSTALLATION OF MATERIALS AND EQUIPMENT. 11) PLUMBING CONTRACTOR SHALL COORDINATE PLUMBING VENT STACKS WITH THE HVAC CONTRACTOR TO MAINTAIN A MINIMUM OF 10 FT. FROM THE OUTSIDE AIR INTAKES. 12) INSTALL SHUT OFF VALVES /STOPS AT HOT AND COLD WATER SUPPLY TO EACH FIXTURE EQUIPMENT. 13) INSTALL ALL TRAP ARMS SUCH THAT THE MAXIMUM LENGTH WILL NOT EXCEED THE CODE REQUIREMENTS. ALL TRAPS WITHOUT HAVING CONTINUOUS WATER DISCHARGE TO BE PROTECTED AGAINST TRAP EVAPORATION AND TO HAVE AUTOMATIC TRAP PRIMERS CONNECTED TO NEAREST MOST FREQUENTLY USED FIXTURE. 14) NOT USED. 15) ROUTE /DISCHARGE CONDENSATE PIPES FOR HEAT PUMP INDIRECTLY TO FLOOR SINK AS INDICATED OR TO APPROVED LOCATION PER LOCAL JURISDICTIONS. 16) ALL ROOF PENETRATIONS SHALL BE MINIMUM 5 FEET AWAY FROM AREA /OCCUPANCY SEPARATION WALLS. 17) VERIFY WITH GENERAL CONTRACTOR FOR FURRING OUT PIPES OUTSIDE OF WALLS DUE TO FLOOR STRUCTURAL FRAMING IN LINE WITH WALLS PRIOR TO BIDDING. 18) NOT USED. 19) ALL DRAINAGE PIPING INSIDE BUILDING SHALL BE SLOPED AT MINIMUM 1/4" PER FOOT (2 %) UNLESS OTHERWISE APPROVED BY LOCAL JURISDICTIONS. (OTHER THAN 2% SLOPE WILL REQUIRE ADJUSTMENT FACTOR [0.80 FOR 1% SLOPE] FOR TOTAL F.U. COUNT CAPACITIES PER UPC 2006 TABLE 7 -5) 20) ALL WATER PIPING SHALL BE INSTALLED ON THE WARM SIDE OF INSULATION, INSULATE AND HEAT TRACE IN EXPOSED AREAS AS REQUIRED BY LOCAL CODE. 21) ALL PLUMBING, PIPING AND EQUIPMENT SHALL CONFORM TO SMACNA & LOCAL REGULATIONS FOR SEISMIC RESTRAINTS. 22) ALL PIPING SHALL BE INSULATED PER THE STATE ENERGY CODE. EXIST, LANDLORD PROVIDED 1 -1/4" MEDIUM PRESSURE GAS SERVICE (VERIFY), COORD. AT SITE FOR EXACT LOCATION, TYP., TOTAL CONNECTED LOAD 1097MBH EXIST. LANDLORD PROVIDED DOMESTIC WATER STUB GAS REGULATOR VENT, ROUTE AND CONNECT FULL SIZE TO LANDLORD PROVIDED GAS VENT PIPE, COORD. AT SITE AND WITH LANDLORD FOR EXACT CONNECTION PROVIDE 3/4" TAP ON MEDIUM PRESSURE SIDE OF REGULATOR, ROUTE TO "MAU -1 " UNIT ON ROOF, SEE M -5 FOR CONT. 0.5" WH -1 ABOVE MOP SINK, SEE DETAIL "A /M -6" IaCa ft, 1.25 LOW PRESSURE GAS PIPING CALCS: 40' TOTAL DEVELOPED LENGTH 844.2MBH TOTAL GAS LOAD PIPING SIZED PER 2006 UPC TABLE 12 -7 M '4411111111111Wt111.I� ■I1 NEW Vit\ I \ vo, O.r■ IIMME Ern .... TO WATER HEATER ...■ esarci_auuemiiaFn FROM WATER' HEATER p DN IN WALL, ROUTE BELOW COUNTER TO BEVERAGE EQUIPMENT ROVIDE 1/2" WATER ONNECTIO TO EACH UCET F, f' i BRAN MI Nil ret w4' �� '►31 1Z' IPSik EV'M lev° 0 a /1.25"/CONNECT TO EXISTING LANDLORD MPG PROVIDED MEDIUM PRESSURE (2PSI) GAS STUB AUTOMATIC AND MANUAL GAS SHUT -OFF VALVE IN ACCESSIBLE LOCATION (±6' -10" A.F.F.) INSTALL GAS REGULATOR ON LANDLORD PROVIDED MEDIUM PRESSURE LINE, SEE INSTALLATION DETAIL "B/M06" PROVIDE CAS MANIFOLD FOR COOK -LINE, COORD. WITH EQUIPMENT PROVIDER FOR GAS STUB -OUT SIZES 3311N VERIFY FAUCET CONNECTION SIZES AT WOK WITH MANUFACTURER aVie Or it 0 a X Ara tt MPG COORD. W /OWNER AND KITCHEN PLANS FOR CW CONNECTIONS TO BEVERAGE EQUIP. AND WATER FILTRATION SYSTEM, SEE BACKFLOW PREVENTION NOTES SHEET "M-1", DISCHARGE DRAIN INDIRECTLY TO FLOOR SINK PLUMBING LEGEND SYMBOL CW WH -1 I FFD FS FD ®GD ®PD DD ® RD /OF ®AD FCO -T- WCO GCO 0.5" 0.75" 1" 1.25" 1.5" 2" 2.5" 3" DESCRIPTION COLD WATER PIPE HOT WATER PIPE WASTE /SOIL PIPE VENT PIPE GAS PIPE RAIN LEADER PIPE PLUMBING FIXTURE TAG PLAN NOTE #1 WH #1 (EQUIP. TAG) FLOOR DRAIN W/ FUNNEL FLOOR SINK FLOOR DRAIN GARAGE DRAIN PLANTER DRAIN DECK DRAIN ROOF /OVERFLOW DRAIN AREA DRAIN FLOOR CLEANOUT WALL CLEANOUT GRADE CLEANOUT 1/2" PIPE SIZE 3/4" PIPE SIZE 1" PIPE SIZE 1 -1/4" PIPE SIZE 1 -1/2" PIPE SIZE 2" PIPE SIZE 2 -1/2" PIPE SIZE 3" PIPE SIZE PIPE ELBOW UP PIPE ELBOW DOWN PIPE TEE UP PIPE TEE DOWN SYMBOL FW 140•F -HWR GW RL -MPG CD HW 0 Q --111 -- -- SR -ill- VTR 4.3.‘ VTR RPBP PRV o-/ DESCRIPTION COLD WATER FILTERED WATER HOT WATER HOT WATER (140•F) HOT WATER RETURN VENT WASTE, SANITARY WASTE, GREASE RAIN LEADER GAS (±2PSIG) GAS (7 IN -W.C.) CONDENSATE GATE VALVE COLD WATER PEX HOT WATER PEX CW MANIFOLD PEX /WIRSBO HW MANIFOLD PEX /WIRSBO BALANCING /SHUT -OFF VALVE BALL VALVE PRESSURE GAUGE UNION SUDS RELIEF RELIEF VALVE VENT THROUGH ROOF VENT THRU ROOF BURIED PIPE CHECK VALVE REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE REDUCING VALVE HOSE BIBB (WALL HYDRANT) NOTE: SEE KEY PLAN SHEET "M -6" FOR MALL LOCATION WITHIN MALL, TYP. HO T+ +FOLD WATER & GAS PLAN SCALE: 1 /4" = 1' -0" REVIEWS) F©R CODECOMPLIArNCE OCT 0 7 City of Tukwila BUMP nivmin ki RECEIVED SEP 28 2010 PERMIT CENTER TGlo -13y Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, RA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cservicekbossein.com www.abossein.com MEEMEM PROJECT NAME BAYOU GRILL 2600 Southcenter Mali Space FC-5 Tukwila, WA 98188 PERMIT SET NOT FOR BID OR CONSTRUCTION DRAWING TITLE FLOOR PLAN - PLUMBING GAS & WATER JOB NUMBER 210010 DRAWN BY 514 CHECKED BY AVA 9/15/10 PERMIT SET ISSUED DATE DESCRIPTION M03 (OF 6) LOCKING PROGRAMMABLE T'STAT 14 "0 EACH, TYP. 990CFM —H TYP. FOR EA. MAKE —UP AIR OUTLET, DIRECT AIRFLOW AWAY FROM HOOD, TYP. PROVIDE GREASE DUCT CLEAN —OUT AT CHANGE IN DIRECTION, TYP. LEGEND SYMBOL ABBREVIATION DESORPTION QQ /(s T'STAT /SENSOR THERMOSTAT /SENSOR fr, __ DUCTWORK W/ TURNING VANE AND FLEX CONN. -J VD VOLUME DAMPER -- RIGID DUCT -- FLEXIBLE DUCT -- ROUND SPIN -IN WITH V.D. FD FIRE DAMPER -4 SFD SMOKE FIRE DAMPER —� • CFD CEILING RADIATION FIRE DAMPER 0 CD ROUND CEILING DIFFUSER CG ROUND CEILING GRILLE 11! CD SQUARE CEILING DIFFUSER $ CG SQUARE CEILING GRILLE CD - CD CONDENSATE DRAIN LINE 4. -- SMOKE DUCT DETECTOR A.F.F. ABOVE FINISHED FLOOR 16 "0 TYPE 1 HOOD EXHAUST, OFFSET AS NEEDED TO ROUTE UP TO KEF -1 & KEF -2 ON ROOF, COORD. AT SITE FOR EXACT LOCATION TRANSITION TO UNIT OPENINGS, TYP. HVAC PLAN SCALE: 1 /4" = 1' -0" UP TO MAKE —UP AIR UNIT, TRANSITION TO UNIT OPENING NOTE: SEE KEY PLAN SHEET "M -6" FOR MALL LOCATION WITHIN MALL, TYP. NOTE: TYPE I HOOD SYSTEMS SHALL BE DESIGNED AND INSTALLED TO AUTOMATICALLY ACTIVATE THE EXHAUST FAN WHENEVER COOKING OPERATIONS OCCUR. THE ACTIVATION OF THE EXHAUST FAN SHALL OCCUR THROUGH AN INTERLOCK WITH THE COOKING APPLIANCE, BY MEANS OF HEAT SENSORS OR BY MEANS OF OTHER APPROVED METHODS. FOR MECHANICAL MAKE —UP AIR SYSTEMS, THE EXHAUST AND MAKE —UP AIR SYSTEMS SHALL BE ELECTRICALLY INTERLOCKED TO ENSURE THAT MAKE —UP AIR IS PROVIDED WHENEVER THE EXHAUST SYSTEM IS IN OPERATION. MAKE —UP AIR INTAKE OPENING LOCATIONS SHALL COMPLY WITH SECTIONS 401.4 & 401.4.1 (IMC 507.2.1.1 & 508.1) (SEE HOOD DRAWINGS FOR CONTROLS AND INTERLOCK SPECIFICATIONS) RECEIVED SEP 28 2010 PERMIT CENTER ?Gio rL4 SEPARATE no PERMIT AND APPROVAL REQUIRED Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL - LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, RYA 98004 PH: 425 462 -9441 FAX: 425 462 -9451 E -Mail: cserviceoabossein com www.abossein.com PROJECT NAME BAYOU GRILL 2600 Southcenter Mall Space FC -5 Thkwila, WA 98188 DRAWING TITLE FLOOR PLAN - HVAC JOB NUMBER 210070 DRAWN BY 514 CHECKED BY AVA 9/15/10 PERMIT SET ISSUED DATE DESCRIPTION M04 (OF 6) PERMIT SET NOT FOR BID OR CONSTRUCTION DRAWING TITLE FLOOR PLAN - HVAC JOB NUMBER 210070 DRAWN BY 514 CHECKED BY AVA 9/15/10 PERMIT SET ISSUED DATE DESCRIPTION M04 (OF 6) D NT DN 0 0 L / \ A / 1\/1 /1 I A / / / / ./ \ ./ L 1 _1F\1 LA 1 / \l 0 F-1 F-1 \ \ \ / LA LA x / 0 0 @ 11\ P NOTE: MALL PLAN ORIENTATION DOES* • NOT MATCH ARCM_ BUILD- OUT PLANS, COORD. AT SITE FOR EXACT PLACEMENT, TYP. 1 \ r- • Lt \/ 1 \\I / / /1 / L L L _f:tiL `.D CH RG CONDENSATE 0 XISJINO- IANDL0RD PRO\ DED DRAINAGK- STEM; COORD.- SITE FOR' ACT LOCATION - 1 0 1 I I I I I I 1 \ CiFFOP 1.70, u 1E \FT i TVD y 1-1 C — - 15 TEN AN IT 0 J 1 0 N 1 I \ U I R 3 I IT_ Th 6A" )1 I 1 r--'V2:-/ I 1 I 1 KEF-2 ...± MAINTAIN 10' MIN. FROM OUTilDE AIR_INTAKE_S AND BLDG, OPENINGS TYP. 1 (V /L_ • WER _NANT IN I \ r \ r K.- -1 .7:1 NOTE: ,--- -... SEE KEY PLANT SHE -„N-6" ,T-' • 1 0 r 1 i:).....i____IE.,::::___________IF-%1:1J'TE131' _.iii IL __. _ _ 0 _/: \ Iii I __„_ I- l'. \-I: L/ L 3 )1k, ) r • /, 1 / II .I 1 FOR MALL LOCFION WITHIN 1 r1,--)X 1, MALL, ir\ — r-1 ... 1 t ,_-_-:::,-,-- __L!--- c_-_-_-_,-----,--i.,,r.,____72„.1_:: ] ,--_,------- _I _____-- :I-- -4: ::-: /..._' -- --------:" -_-_:::::::::::-- ..-..----r :..• 1 • ..,.. --------':----- _---:-.::•---::::::- __-!--- .1----3----------------- / _.-- - ---- ____.--:-_---- --------------- _..,-..... . 1 . •_....:: __----- _---1----- • ... 1 1 - - - -_-. :7--- :--- - - - - t % i _.22-------------- /, / I --7c----T- . , .— .-:•_____( • 1 0 c..., I MALL ROOF PLAP SCALE: 1/8" = r-0" 7 RECEIVED SEP 28 2010 PERMIT CENTER 24) SEPARATE PERMIT AND APPROVAL REQUIRED Abossein Engineering, L.L.C. MECHANICAL - ELECTRICAL CIVIL — LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: (425) 462-9441 FAX: (425) 462-9451 eserviceiabossein.com www.abossein.com PROJECT NAME BAYOU GRILL 2600 Southcenter Mall Space FC-5 Tukwila, WA 98188 PERMIT SET NOT FOR BID OR CONSTRUCTION DRAWING TITLE MALL ROOF PLAN-EQUPMENT LOCATION JOB NUMBER 210010 DRAWN BY SH CHECKED BY AVA 9/15/10 PERMIT SET ISSUED DATE DESCRIPTION MO5 (OF 6) 3/4" T &P RELIEF LINE DOWN TO MOP SINK G.I. PAN UNDER WATER HEATER W/ DRAIN LINE DOWN TO MOP SINK. DISCHARGE RELIEF LINES FROM WATER HEATER AND PAN SEPARATELY TO MOP SINK T&P VA. VACUUM BREAKER VALVE. Hw cw EXPANSION TANK WATER HEATER SHALL BE STRAPPED AND BOLTED IN PLACE PER THE MANUFACTURERS RECOMMENDATIONS PER UPC SECTION 508.2 SET ON APPOVED METAL FRAMING SUSPENSION SHELF COORD. AT SITE FOR STRUCTURAL SUPPORT OF WATER HEATER ABOVE MOP SINK, 900LBS EST. WATER HEATER /MOP SINK DETAIL SCALE: NONE M6 ENSURE REGULATOR IS INSTALLED IN ACCESSIBLE AREA, REGULATORS INSTALLED AT EXTERIOR SHALL BE APPROVED FOR OUTDOOR INSTALLATION ROUTE GAS REGULATOR VENT FULL SIZE TO OUTSIDE, TERMINATE HIGH ON WALL 1 0' MIN. FROM BLDG. OPENINGS AND OUTSIDE AIR INTAKES INSTALL LISTED SHUT —OFF VALVE IMMEDIATELY AHEAD OF REGULATOR `� INSTALL PLUGGED TEE FITTING BETWEEN SHUT —OFF AND REGULATOR, INSTALL WITH TEE TURNED DOWN TO ALLOW ACCESS FOR CONNECTION OF PRESSURE MEASURING DEVICE AND TO SERVE AS SEDIMENT TRAP (MIN. 6" DEEP) INSTALL PLUGGED TEE FITTING NOT LESS THAN 10 PIPE DIAMETERS DOWNSTREAM OF REGULATOR FOR CONNECTION OF PRESSURE MEASURING DEVICE GAS REGULATOR INSTALLATION DETAIL SCALE: NONE M6 HINGING KIT FOR — FUTURE MAINTENANCE FLASH & COUNTER FLASH 16 G. WELDED STEEL EXHAUST DUCT. INSIDE 1-HR VENTED SHAFT, SEE ARCH'L. MIN. 6' - 12' MAX. FROM DUCT TO SHAFT. OR PROVIDE LISTED FIRE WRAP, SEE PLANS FOR ADDITIONAL INFORMATION 3' AIR SPAC MIN. 10' -0' (MIN.) EXHAUST FAN OUTSIDE AIR INTAKES UP -BLAST TYPE DISCHARGE SHALL BE 40' MIND4UM TO FAN DISCHARGE FROM ROOF. PROVIDE CURB HEIGHT ACCORDINGLY. VENTED CURB EXTENSION (4 SIDES) FOR VENTING OF THE RATED SHAFT. (SEE ARCH'L) ROOF MIN. 18' (TYP) f I..—_ MATERIAL PER CLEARANCE TO COMBUSTIBLE 1 WELDED GREASE DUCT 1 1 r 1-HR RATED SHAFT OR FIRE WRAP U.L. CLASSIFIED BAFFLE TYPE GREASE FILTER FLASHING (TYP) GREASE TROUGH WITH GREASE PILLOW OR OTHER APPROVED ABSORBENT MATERIAL KNU APPPLIAAN A NCE 1 1 I L Tr. uJ CEILING FIRE EXTINGUISHING HEAD PER NFPA 96 REQUIREMENTS BY KITCHEN CONTRACTOR. TYPE -1 EXHAUST HOOD, SEE HOOD DRAWINGS H -1 THROUGH H-4 KITCHEN GREASE HOOD EXHAUST DETAIL TYPE 1 HOOD AND DUCTWORK GENERAL NOTES A) COMPLETE INSTALLATION OF THE HOOD, FAN AND DUCTWORK SYSTEM SHALL BE PER THE I.M.C. - CHAPTER -5 AND N.F.P.A. #96 AS ADOPTED BY THE LOCAL JURISDICTIONS B) C) D) ALL JOINTS SHALL BE CONTINUOUSLY WELDED GREASE TIGHT. ALL OFFSETS, ELBOWS AND TRANSITIONS SHALL BE SMOOTH - ROUND. HOOD AND DUCTWORK ABOVE CEILING (NON- VISIBLE) SHALL BE INSIDE A RATED ENCLOSURE (BY GENERAL CONTRACTOR) WITH AIR SPACE ALL AROUND THE DUCT AND HOOD VENTED TO THE OUTSIDE AT ROOF. CURB HEIGHT SHALL BE MINIMUM 18" ABOVE COMBUSTIBLE ROOF, OR PROVIDE U.L. LISTED FIRE WRAP IN -LIEU OF RATED ENCLOSURE INSTALLED IN STRICT ACCORDANCE WITH IT'S LISTING. E) CLEANOUTS SHALL BE PROVIDED AT EACH CHANGE OF DIRECTION AND AS REQUIRED BY THE LOCAL JURISDICTIONS WITH ACCESS DOORS AT DUCT AND RATED ENCLOSURES. BOTTOM EDGE OF CLEANOUT SHALL NOT BE LESS THAN 2" ABOVE THE BOTTOM OF DUCT. CLEAN -OUT DOOR AND FRAME SHALL BE FABRICATED OF THE SAME GAUGE METAL AS THE DUCT. PROVIDE 1/8" THICK HIGH TEMPERATURE GASKET, APPROVED FOR USE ON KITCHEN EXHAUST DUCTS BETWEEN FRAME AND DUCT AND BETWEEN DOOR AND FRAME. ALL SEALANT MATERIALS SHALL BE APPROVED FOR HIGH TEMPERATURE INSTALLATION. F) THE COMPLETE SYSTEM SHALL BE AIR BALANCED AND THE FINAL REPORT SHALL BE SUBMITTED FOR APPROVAL G) H) SLOPE DUCTWORK TOWARD HOOD FOR GREASE DRAINAGE PER CODE AND LOCAL JRSD. INSTALL FLASHING FROM THE BACK OF THE HOOD TO THE BACK WALL INSTALL FLASHING AT CEILING FROM HOOD TO 1 HR RATED SHAFT STARTING ABOVE CEIUNG. FLASHING SHALL BE SAME GAUGE AS HOOD. I) APPLIANCES UNDER HOOD, HOOD AND GREASE DUCTWORK SHALL HAVE A COMPLETE WET CHEMICAL FIRE SUPPRESSION SYSTEM EQUAL TO ANSUL R -102. COORDINATE WITH KITCHEN CONTRACTOR. COMPLETE INSTALLATION SHALL MEET N.F.P.A.,. U.L. AND LOCAL JURISDICTIONS' REQUIREMENTS. J) K) L) NO SCALE HOOD EXHAUST FANS SHALL BE HINGED OPEN FOR CLEANING WITH EXTRA LONG WIRING. ROOFTOP FAN DISCHARGE SHALL BE MINIMUM OF 40 INCHES ABOVE ROOF LEVEL ALL HORIZONTAL GREASE DUCTWORK SHALL HAVE FIRE SUPPRESSION SYSTEM BY BIDDER DESIGN FIRE SPRINKLER CONTRACTOR. (VERIFY WITH G.C.). 1111111uino1flnil1nul Tisnatim RECEIVED SEP 28 2010 PERMIT CENTE �. SEPARATE PERMIT AND APPROVAL REQUIRED Abossein Engineering, L.L.C.. MECHANICAL — ELECTRICAL CIVIL — LEED FIRE PROTECTION 2100 112TH AVE. NE BELLEVUE, WA 98004 PH: 425) 462 -9441 FAX: 425) 462 -9451 E—Mail: cservice @abossein.com www.abossein.com PROJECT NAME BAYOU GRILL 2600 Southcenter Mall Space FC -5 Tukwila, WA 98188 PERMIT SET NOT FOR BID OR CONSTRUCTION DRAWING TITLE DETAILS JOB NUMBER 210010 DRAWN BY 514 CHECKED BY AVA 9/15/10 PERMIT SET ISSUED DATE DESCRIPTION M06 (OF 6)