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Permit PG12-165 - AIFA SEAFOOD
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. PG 12 -165 AI FA Seafood 4497 South 134th Place RECORDS DIGITAL D- ) EXEMPTIO THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION F,age # Code Exemption � � �� Brief Explsnatoty Description, Statute /Rule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 28 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. AIFA SEAFOOD 4497 S 134 PL PG12 -165 Parcel No.: Address: City ofkI'ukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206- 431 -2451 Web site: htto: / /www.TukwilaWA.gov 2613200084 4497 S 134 PL TUKW Project Name: AIFA SEAFOOD PLUMBING /GAS PIPING PERMIT Permit Number: Issue Date: Permit Expires On: PG12 -165 01/31/2013 07/30/2013 Owner: Name: Address: Contact Person: Name: Address: Email: NORTH STREAM DEVELOPMENT 720 4TH AVE STE 102 , KIRKLAND WA 98033 ROBERT PAPINI 3604 106 AV CT E , EDGEWOOD WA 98372 BOB @TOTALPLUMBING.US Contractor: Name: TOTAL PLUMBING INC Address: 3604 106 AV CT E , EDGEWOOD WA 998372 Contractor License No: TOTALPI932MU Phone: 206 -227 -5071 Phone: 253 - 455 -8503 Expiration Date: 07/31/2013 DESCRIPTION OF WORK: INSTALL DRAIN, WASTE AND VENTS FOR FLOOR SINKS, 3 COMPARTMENT SINK, HAND SINK AND TRENCH DRAINS. BACKFLOW DEVICE (RPPA) INSIDE TENANT PORTION OF BUILDING. Value of Plumbing /Gas Piping: Fees Collected: Electrical Service Provided by: $13,000.00 $360.94 Permit Center Authorized Signature: Uniform Plumbing Code Edition: 2009 International Fuel Gas Code Edition: 2009 Date: \--1 I`( 3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this plumbing /gas piping permit and agree to the conditions on the back of this permit. Signature: J1-/N Print Name: _v) 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. Date: doc: UPC -4/10 PG 12 -165 Printed: 01 -31 -2013 • • PERMIT CONDITIONS Permit No. PG12 -165 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. doc: UPC -4/10 PG 12 -165 Printed: 01 -31 -2013 CITY OF TUKWIii Community Developmeirepartment Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 littp://www.TukwilaWA.gov PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** King Co Assessor's Tax No.: Site Address: LtLi q 5 61/711 PL T)kt ?rIe Suite Number: Floor: Tenant Name: At 1 FA n F 00 p CONTAC,J PERSON * person receiving all.projept,'-4. ,',..-.'..s ....k . cimIlitilni0401...("Y' ;T. f2 Name: ell) t. 1c i)16V, /4 Address:3604— / o rve- 0-1- E Name: (-- 6-- , City: State: 19-066-te_f)oe 14,1 Address: Phone:9,cy F ax: V----- 44415-&5-o City: State: Zip: CONTAC,J PERSON * person receiving all.projept,'-4. ,',..-.'..s ....k . cimIlitilni0401...("Y' ;T. f2 Name: ell) t. 1c i)16V, /4 Address:3604— / o rve- 0-1- E --c( Address: —(06/ /ItAr (-- 6-- , City: State: 19-066-te_f)oe 14,1 Zip: lys_3.,77 Phone:9,cy F ax: V----- 44415-&5-o Email: 0 6 a 9-0,TA_L pLu tt 6 I U6 , 14 c New Tenant: Ea Yes E.. No L 0.1i1101P-1:00.ktit017001NtbiiNf.k.ti,t0 *'. ' , – Company Name: -10ML PLOW;),U6 WC, Address:3604— / o rve- 0-1- E citY: EPG Fit, ow State: W1 1-- Zip: W3-7.2- Phone 06_ 94.7 co..7 Fax: 9...c12 Li-cfr 5-8so 3 . Contr Reg No.: Exp Date: Tukwila Business License No.: Valuation of Project (contractor's bid price): $ 11).00CD Scope of Work (please provide detailed information): 1 L.) chi IL ORA-I ki bofsre, A-v t/tritTS FOIL, F-40012–C ;Lk s H11-71/0 c id-A/10 T,2eit–cfrt 111d-hr(2 C Building Use (per Int'I Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Sewer: HAApplicationsTorms-Applications On Line \ 2011 ApplicationsTlumbing Permit Application Revised 8-9-1 I.docx Revised: August 2011 bh Page 1 of 2 Indicate type of plumbing fixtures and/or i s piping outlets being installed and the quanti below: . ,Fixture Type Bathtub or combination bath/shower Dishwasher, domestic with independent drain Shower, single head trap Sinks Rain water system — per drain (inside building) Grease interceptor for commercial kitchen ( >750 gallon capacity) Each additional medical gas inlets /outlets greater than 5 - Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) Fixture Type Qty;` Bidet Drinking fountain or water cooler (per head) Lavatory Urinal Water heater and/or vent Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric - type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Fixture Type Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type grease interceptors Repair or alteration of drainage or vent piping Backflow protective device other than atmospheric -type vacuum breakers over 2 inch (51 mm) diameter Gas piping outlets Fixture Type.- Dental unit, cuspidor Floor drain Receptor, indirect waste Building sewer and each trailer park sewer Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each lawn sprinkler system on any one meter including backflow protection devices 7R-61✓Ctt a(LA1Nt 174- F PERMNIT APpti, tCAT1ON';NOTES• Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME -TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW iE 0 AUTHORIZED AGENT: Signature: Print Name: 2O (;5(L( P )4)/ Day Telephone: 9.o6 - SD 7 / Mailing Address: `360H- -/ 0671 A-0 /r c.-/ i s gP66-c.00 bad/— S-372 City State Zip Dater HA Applications On Line\2011 Applications'Plumbing Permit Application Revised 8 -9 -1 l.docx Revised: August 2011 bh Page 2 of 2 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.gov RECEIPT Parcel No.: 2613200084 Permit Number: PG12 -165 Address: 4497 S 134 PL TUKW Status: PENDING Suite No: Applied Date: 08/29/2012 Applicant: ALFA SEAFOOD Issue Date: Receipt No.: R12 -02483 Payment Amount: $360.94 Initials: WER Payment Date: 08/29/2012 09:32 AM User ID: 1655 Balance: $0.00 Payee: TOTAL PLUMBING INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 8386 360.94 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES PLUMBING - NONRES 000.345.830 72.19 000.322.103.00.00 288.75 Total: $360.94 doc: Receipt -06 Printed: 08 -29 -2012 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 (36 / 2_ - (k.1 Project: / t`bFA- S �.D� Type of Inspection: ` re,91)6t -k- . V q U Al.g. f Addss.L (34_, !'om Date(C4Iled : T J P ` -rj , t h • Special Instructions: r Date WantL � � �a m 'J ' i P.m3 . Requester: Phone No. _3 .-22.8.-423/ Approved per applicable codes. El Corrections required prior to approval. COMMENTS: De rM (`-- t) tom.Die t Insp'ector: Date: _13 T7 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 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 �l� P6(2-1G5 PERMIT NO. Projeyt :L_ A, O/, _ C:J'iJ 1 TiC of Inspection: r () �� ► o t s r r;� �i Addr s'gs,, � t -1" f L p� - ti Date Called: Special Instructions: Date Wante _ F -7 _ r J t) / a m,,,, p.m. Requester: Ph e '3 . 7-- Z3 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6K---ce.sr Insp "ctor: !\ Date: -(3 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.: Suite 100. Call to schedule reinspection. FILE COPY ES -009 For Health Hazard Applications Job Name Job Location Engineer Approval Contractor RECEIVED Approval CCD 7 C 9(119 Contractor's P.O. No Representative PUBLIC WORKS 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 preven- tion of health hazard cross connections in piping systems or for containment at the service line entrance. This series features two in -line, independent check valves, captured springs and replaceable check seats with an inter- mediate relief valve. Its compact modular design facilitates easy maintenance and assembly access. Sizes 1/4° - 1° (8 - 25mm) shutoffs have tee handles. Features • Single access cover and modular check construction for ease of maintenance • Top entry - all internals immediately accessible • Captured springs for safe maintenance • Internal relief valve for reduced installation clearances • Replaceable seats for economical repair • Bronze body construction for durability 1/4" - 2" (8 - 50mm) • Fused epoxy coated cast iron body 21/2" and 3" (65 and 80mm) • Ball valve test cocks — screwdriver slotted '/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 consist of an internal pressure differential relief valve located in a zone between two positive seating check modules with captured 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 water- way exposed to line fluids. Service of all internal components shall be through a single access bronze cover secured with stainless steel bolts. The assembly shall also include two CORRECTION resilient seated isolation valves, four resilient seated test 1/2" (15mm) 009QT Test Cock No 3 Ball Type Test Cocks Test Cock No. 2 First Check Module Assembly R.P. Zone - - 2" (50mm) 009M2QTHC Test Cock No. 4 Relief Valve Assembly Second Check Module 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 cocks and an air gap drain fitting. The assembly shall meet the requirements of: USC Manual 8th Editions; 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. 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 matenats with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. TR #46 RECEIVED CITY OF TUKWILA SEP 2 1 2012 PERMIT CENTER WWATFS® Available Models: 1/4" - 2" (8 - 50mm) Suffix: QT - quarter -turn ball valves S - bronze strainer LF - without shutoff valves AQT - elbow fittings for 360° rotation 3/4" - 2" (20 - 50mm) only PC - internal Polymer Coating LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 2' inlet/outlet fire hydrant fitting (2" valve) Prefix: C - clean and check strainer 3/4° - 1° (20 - 25mm) only U - union connections (see ES-U009) Available Models: 21/2" - 3" (65 - 80mm) Suffix: NRS - non - rising stem resilient seated gate valves OSY - UL /FM 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 polymer check seats for first and second checks. Removable stainless steel relief valve seat. Stainless steel cover bolts. Standardly furnished with NPT body connections. For option- . al bronze union inlet and outlet connections, specify prefix U (Yz° - 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' /4" - 2" (8 - 50mm) Suitable for supply pressure up to 175psi (12 bar). Water temperature: 33 °F - 180 °F (0.5 °C - 75 °C). Sizes 2' 12" and 3" (65 and 80mm) are suitable for supply pressures up to 175psi (12.1 bar) and water temperature at 1 10°F (43 °C) continuous, 140 °F (60 °C) intermittent. Standards USC Manual 8th Editions ASSE No. 1013 AWWA C51 1-92 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 except 009M3LF) 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, '/z 13 23/8 60 31/4 79 .625 .28 3/4" 009M2/M3 909AG -C Ye-1" 009/909, 1 25 31A 83 4 %/a 124 1.50 .68 1"-111/2" 009M2 909AG -F 11/4" -2" 009M1, 2 51 4% 111 63/4 171 3.25 1.47 1'/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 7% 187 111/4 394 15.50 7.03 909EL -A '/4 " -1/2" 009, 3/4" 009M2/M3 - - - - - - - - 909EL-C 3/4 " -1" 009/909, - - 2% 60 23/8 60 .38 .17 ' 909EL -F 1'/4 " -2" 009M1, - - 35% 92 3% 92 2 .91 11/4" -2" 009/909, 2" 009M2. 4 " -6" 993 ' 909EL -H 21/2"-3" 009/909 - - - - - - - - Vertical A A B Dimensions and Weight: 1/4" - 2" (8 - 50mm) 009 Suffix HC - Fire Hydrant Fittings dimension 'A' = 25" (637mm) 0091/4" - 2" SIZE (ON) ia 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.s 1/4 8 10 250 4% 117 3% 86 11/4 32 51 140 23 60 21 64 5 2 % 10 10 250 4%6 117 33/6 86 11/4 32 51/2 140 2% 60 21 64 5 2 1/2 15 10 250 4% 117 3% 86 11/4 32 51 140 23/4 70 21/4 57 5 2 3/4 20 103/4 273 5 127 31/2 89 11 38 63/4 171 33A6 81 23/4 70 6 3 1 25 141/2 368 51 140 3 76 21/2 64 91 241 33/4 95 3 76 12 5 11/4 32 173/6 441 6 150 31 89 21/2 64 11% 289 4'/i& 113 31/2 89 15 6 11/2 40 17' 454 6 150 312 89 21 64 111/6 283 4%6 124 4 102 16 7 2 50 21% 543 73/4 197 41/2 114 31 83 131/2 343 515/ 6 151 5 127 30 13 Dimensions and Weight: 21/2" and 3" (65 and 80mm) 009 STRAINER SIZE in. mm DIMENSIONS (appro .) M N Nit in. mm in. mm in. mm WEIGHT lbs. kgs. 21 65 10 254 6'/2 165 93/4 248 28 127 3 80 101A 257 tClearance for servicing 7 178 10 254 34 15.4 Watts G -4000 Series QT - Ball Valves MODEL SIZE ON 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 21/2 65 — — — — 41/2 114 — — 18%6 460 — — 10% 270 76 34 5 0090SY 212 65 3314 845 151/2 403 41/2 114 16% 416 1816 460 73/4 197 10% 270 166 75.3 009NRS 212 65 331/4 845 11%6 289 41/2 114 16% 416 181/2 460 7% 197 105/6 270 161 73.0 009QT 21/2 65 331/4 845 6 152 41/2 114 163/3 416 181/2 460 7% 197 10% 270 150 68.0 009LF 3 80 — — — — 41/2 114 — — 181 460 — — 10% 270 76 34.5 0090SY 3 80 341/4 870 181/2 470 412 114 16% 422 181/2 460 83/4 222 10%6 270 198 89.8 009NRS 3 80 341/4 870 123/4 324 41/2 114 16% 422 181/2 460 83/4 222 10%6 270 191 86.6 0090T 3 80 3414 870 7 178 412 114 165 422 181/2 460 8% 222 105 270 158 71.7 Capacity Performance as established by an independent testing laboratory. *Typical maximum system flow rate (7.5 feet/sec., 2.3 meters /sec.) kPa psi 138 20 117 17 96 14 76 1 55 8 35 5 t/" (8mm) 009QT AP O kPa psi 138 20 117 17 96 14 76 11 55 8 35 5 .25 .60 .75 1.17 gpm .95 1.9 2.9 3 8 4.5 Ipm 1/2" (10mm) 009QT 0 .25 .50 .75 1.25 1.50 nP 0 .95 1.9 2.9 3 8 4.8 5.7 kPa psi 172 25 138 20 103 15 69 10 35 5 /" (15mm) 009QT 2 5 3.1 gpm 9.4 11.8 Ipm 0 2.5 5 7.5 10 12.5 15 gpm t1P 0 3 8 9 5 19 28.5 38 47.5 57 Ipm 5 7.5 15 fps 1.5 2.3 4.6 mps kPa psi * 3/4" (20mm) 009M3QT 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 "425mm) 009M2QT ■•• ■ ■■I • ■■ MINEEN ■ ■•■ ■ ■ ■■ ■••■■■I. ■ ■ ■•••■■ ■■•••■•/ ■•■•■ ■I Itl••■ ■ ■••■•■■•■Nne ■■■■■■INEEMI••••■■III!iM■■ ■■■•■ ■I III■■E••NE!5III■■ ■I•■■ MTimMII•I••NIMINN••• UNNEMEl• ■ ■ ■ ■ ■ ■ ■ ■EMENEE■ ■ENNEN!u ■ ■ ■...... ■• ■ ■ ■ ■■ ■■•■••II ■ ■ ■ ■ ■ ■ ■ ■ ■......■ ■ ■ ■ ■••I ■••I••••••••••.••■ kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 0 0 5 10 20 30 40 50 60 70 80 gpm 19 38 76 1 4 152 190 228 266 304 Ipm 7.5 15 fps 2.3 4.6 mps WWATrS® kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 1' /a" (32mm) 009M2QT AP O kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 10 20 30 40 50 60 38 76 1 4 152 190 228 5 7.5 10 1.5 2.3 3.0 11" (40mm) 009M2QT 70 80 gpm 266 304 Ipm 15 fps 4.6 mps AP 0 kPa psi 207 30 172 25 138 20 103 15 69 10 35 5 0 0 APO 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 4 8 456 Ipm 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 20 40 60 80 100 120 140 160 180 200 gpm 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 r1/2" (65mm) 009 AP o kPa psi 172 25 138 20 103 15 69 10 35 5 0 0 AP O 25 50 75 05 10- 295 5 1.5 100 125 150 175 200 380 475 570 7.5 10 2.3 3.0 225 250 gpm 665 760 885 950 Ipm 15 fps 4.6 mps 3" (80mm) 009 * 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 95 190 285 380 475 570 665 760 855 950 104511401235 Ipm 5 7.5 10 fps 1.5 2.3 3.0 mps =9001 -2008 CERTIFIED A Watts Water Technologies Company ES -009 1103 USA: No. Andover, MA • Tel. (978) 688 -1811 • Fax: (978) 794 -1848 • www.watts.com Canada: Burlington, ONT. • (905) 332 -4090 • Fax: (905) 332 -7068 • www.wattscanada.ca © 2011 Watts • • MEMORANDUM TO: FILE FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: January 30, 2013 SUBJECT: AIFA Seafood 4497 S. 134th Place Permit No. PG12 -165 FILE COPY 01/23/13 Per City Engineer - AIFA Seafood shall install an (RPPA) backflow device on the incoming water line serving their tenant space. Development Engineer shall write to Property/Building Owners located at 4435, 4489, and 4497 regarding backflow and fire line deficiencies. Letter will state that Public Works will not approve any Building and /or Plumbing Permits (that remove, install, or replace any plumbing fixtures / fire lines or fire sprinklers) at this location, until premises backflow deficiencies are corrected. Therefore, Plumbing permit no. PG12 -165 is okay to issue based on Correction no. 1. (Correction no. 2 is not relevant) BACKGROUND 09/18/12 CORRECTION LETTER #1 — BUILDING DIVISION — (STATED IN PART) PROVIDE AN ISOMETRIC LINE DRAWING OF WATER SYSTEM, INCLUDING BACKFLOW DEVICE. 09/18/12 CORRECTION LETTER #1 — PUBLIC WORKS DEPARTMENT — (STATED) Install a premise isolation (RPPA) on the 1.5" domestic service. The irrigation for the property is connected to another service. The DCVA is current on testing, however the irrigation sewer deduct meter is not compatible with our AMR meter reading system. There are two fire line connections to the property. One is at the south entrance on S. 134th PL and the other is at the northeast corner of the property. Both of the connections have just a single -check valve for backflow prevention. Need to install DCDA's and both connections need to have Storz adapters installed on FDC's. Three private fire hydrants need to have Storz adapters installed on the pumper ports. One is in front of 4489, one is in front of 4497, and one is at the southeast corner of 4435. A separate letter was mailed to the Property Owner — North Stream Development, 720 4th Ave., Suite 102, Kirkland, WA 98033. 11/1/12 CORRECTION LETTER #2 — PUBLIC WORKS DEPARTMENT — Restated Public Works portion of Correction Letter #1. 11 -14 -12 RECEIVED REVISION #1 to Building Permit no. D12 -216 - TO REMOVE PLUMBING FIXTURES FROM SCOPE OF WORK AND REPLACE WITH A GREY WATER HOLDING TANK. 11/15/12 PUBLIC WORKS PERMIT COMMENT - Scope of work under this Plumbing Permit was reduced. Therefore; backflow devices, fire lines, fire hydrants, and FDC's were not required to be installed / upgraded under this permit. 01/07/13 RESPONSE TO CORRECTION LETTER #2 RECEIVED FROM ROBERT PAPINI. RESULT WAS APPLICANT ELIMINATED PLUMBING FIXTURES. Page 1 of 1 RECEIVED CITY OF TUKWILA JAN 302013 PERMIT CENTER • .epartment -o' 01 -02 -2013 ROBERT PAPINI 3604 106 AV CT E EDGEWOOD WA 98372 RE: Permit Application No. PG12 -165 AIFA SEAFOOD 4497 S 134 PL TUKW Dear Permit Applicant: • iim-Haggerton, ll%I"ayar omynunity Development Jack -Pace; .Director In reviewing our current application files, it appears that your permit applied for on 08/29/2012, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 02/25/2013. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. PG12 -165 6300 Southceriter'Boulevard Suite ##100:+ Tidiivila, *hmgton 98188 • Phone 206x431 .3670 • `Fax 20 431 -3665 c, • City of TLIICWIIa Department of Community Development November 1, 2012 Robert Papini Total Plumbing Inc 3604 106th Av Ct E Edgewood WA 98372 RE: Correction Letter #2 Plumbing /Gas Piping Permit Application Number PG12 -165 AIFA Seafood — 4497 S 134 PI Dear Mr. Papini, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your mechanical 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. The Building Department has no comments at this time. Public Works Department: Dave McPherson at 206 431 -2448 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that two (2) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: PGI2 -165 W:\Pertnit Center \Correction Letters \2012\PG 12 -165 Correction Letter #2.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 PUBLIC WORKS DEPARTMENT REVIEW. COMMENTS www.tukwilawa.gov Development Guidelines and Design and Construction Standards DATE: October 31, 2012 PROJECT: AIFA Seafood Plumbing Permit @ 4497 S. 134`x' PL PERMIT NO: PG12 -165 PLAN REVIEWER: Contact David McPherson, Development Engineer (206) 431 -2448, if you have any questions regarding the following comments. David.McPherson @TukwilaWA.gov 2nd Review Comments 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the AIFA Seafood building has deficiencies on domestic water service, landscape irrigation, and fire prevention; requiring the following upgrades. (NOTE: Some of the work outlined below affects adjacent Buildings and is not required to be completed as part of the AIFA Seafood building improvements. However, future tenant improvements within adjacent Buildings will require upgrades to be completed). a) Domestic Water Service A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation An AMR upgrade to the existing irrigation deduct meter is required. The irrigation backflow prevention device (DCVA) test is current. c) Fire Prevention There are two fireline connections to the property. One is at the South entrance on S. 134th PL and the other is at the Northeast corner of the property. Both fireline connections have a single -check valve assembly for backflow prevention. Both need to install a double -check valve assembly (DCDVA) and have Storz adapters installed on the FDC's. Each Fire Department Connection (FDC) shall have the existing connection replaced with a 5" Locking Storz Caps, manufactured by Knox. Owner /Applicant shall contact Tukwila Fire department at (206) 575 -4404 to obtain an order form since they must be ordered through Fire Department office. Three private fire hydrants need to have Storz adapters installed on the pumper ports. The private fire hydrants are located in the front of 4489, in the front of 4497, and at the Southeast corner of 4435. The Public Works Director will withhold issuance of Plumbing Permit no. PG12 -165 until the Permit Center receives plans for installation of above items (a) (b) and (c) and a copy of the backflow test report for above item (a) and (c) or a bond for design, installation and testing of subject backflows. If you opt to install, you may install under a separate permit or under a revision to this Plumbing Permit Application Number PG 12 -165. If you opt to install under the Plumbing permit, you must supply the installation plans consisting of a schematic that clearly shows the locations of the domestic and exempt water meters in relationship to the property line(s) and the building, size of water meters, connections to the water main, and service to the property together with a construction cost estimate to the Permit Center as a revision to the Plumbing permit application. RPPA installation, DCDVA installation, and irrigation upgrade will trigger a Public Works Type `C' Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation of the subject devices) when the application or revision to this Plumbing permit is submitted. An additional 2.5% of construction cost for backflow installations will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflows, and other devices by a certain date. This must be done before the Permit Center issues the permit. A separate letter was mailed to the Property Owner — North Stream Development, 720 4`h Ave., Suite 102, Kirkland, WA 98033. Feel free to contact me (or) call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431 -2441 if you have any questions /comments. • City of Tukwila Jim Haggerton, Mayor Department of Community Development September 18, 2012 Robert Papini Total Plumbing Inc 3604 106th Av Ct E Edgewood WA 98372 RE: Correction Letter #1 Plumbing /Gas Piping Permit Application Number PG12 -165 AIFA Seafood — 4497 S 134 PI Dear Mr. Papini, Jack Pace, Director This letter is to inform you of corrections that must be addressed before your mechanical 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 both the Building and Public Works Departments. Building Department: Dave Larson at 206 431 -3678 if you have questions regarding the attached memo. Public Works Department: Dave McPherson at 206 431 -2448 if you have questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plans, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician encl File: PG12 -165 W:\Permit Center \Correction Letters\2012\PG12 -165 Correction Letter #I.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Tukwila Building Division Dave Larson, Senior Plan Examiner Building Division Review Memo Date: September 7, 2012 Project Name: AIFA Seafood Permit # PG12 -165 Plan Review: Dave Larson, Senior Plans Examiner The Building Division conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculation sheets shall be stamped and signed. 1. Please provide an isometric line drawing of the water system and include the backflow device. Provide the model number and manufacturers spec sheet for the proposed backflow. 2. An additional cleanout is required in the 4 inch sanitary waste where the aggregate changes in direction exceed 135 degrees. Should there be questions concerning the above information please contact the Building Division at 206- 431 -3670. "PUBLIC WORKS DEPARTMENT • REVIEW COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: September 18, 2012 PROJECT: ALFA Seafood Plumbing Permit @ 4497 S. 134th PL PERMIT NO: PG 12 -165 PLAN REVIEWER: Contact David McPherson, Development Engineer (206) 431 -2448, if you have any questions regarding the following comments. David.McPherson@TukwilaWA.gov 1) In accordance with Washington State Department of Health guidelines for Group A Public Water Systems, Public Works has implemented a cross - connection control program to protect the public water system from contamination via cross - connection. The City has determined that the ALFA Seafood building has deficiencies on domestic water service, landscape irrigation, and fire prevention; requiring the following upgrades. (NOTE: Some of the work outlined below affects adjacent Buildings and is not required to be completed as part of the AIFA Seafood building improvements. However, future tenant improvements within adjacent Buildings will require upgrades to be completed). a) Domestic Water Service _ A Reduced Pressure Principle Assembly (RPPA), previously called a Reduced Pressure Backflow Assembly (RPBA), shall be installed immediately downstream of the permanent water meter. Installation at another location requires approval by the Director of Public Works. The RPPA shall be installed in a Hot Box/Hot Rock or equal freeze protection enclosure anchored to a minimum 4" thick concrete pad. Public Works recommends, but does not require, a power supply for the freeze protection enclosure. Please specify RPPA size, manufacturer, and model number on plans and submit a cut sheet for the proposed device. Show location of the new RPPA on a plan sheet. b) Landscape Irrigation An AMR upgrade to the existing irrigation deduct meter is required. The irrigation backflow prevention device (DCVA) test is current. c) Fire Prevention There are two fireline connections to the property. One is at the South entrance on S. 134th PL and the other is at the Northeast corner of the property. Both fireline connections have a single -check valve assembly for backflow prevention. Both need to install a double -check valve assembly (DCDVA) and have Storz adapters installed on the FDC's. Each Fire Department Connection Page 1 of 2 • • (FDC) shall have the existing connection replaced with a 5" Locking Storz Caps, manufactured by Knox. Owner /Applicant shall contact Tukwila Fire department at (206) 575 -4404 to obtain an order form since they must be ordered through Fire Department office. Three private fire hydrants need to have Storz adapters installed on the pumper ports. The private fire hydrants are located in the front of 4489, in the front of 4497, and at the Southeast corner of 4435. The Public Works Director will withhold issuance of Plumbing Permit no. PG12 -165 until the Permit Center receives plans for installation of above items (a) (b) and (c) and a copy of the backflow test report for above item (a) and (c) or a bond for design, installation and testing of subject backflows. If you opt to install, you may install under a separate permit or under a revision to this Plumbing Permit no. PG12 -165 application. If you opt to install under the Plumbing permit, you must supply the installation plans consisting of a schematic that clearly shows the locations of the domestic and exempt water meters in relationship to the property line(s) and the building, size of water meters, connections to the water main, and service to the property together with a construction cost estimate to the Permit Center as a revision to the Plumbing permit application. RPPA installation, DCDVA installation, and irrigation upgrade will trigger a Public Works Type `C' Construction Permit, which has a progressive fee. For a Type C permit, Public Works collects a base application and plan review fee ($250.00 plus 2.5% of construction cost for installation of the subject devices) when the application or revision to this Plumbing permit is submitted. An additional 2.5% of construction cost for backflow installations will be assessed at the time of permit issuance. If you opt to bond for the installation, you must provide the following to the Permit Center: 1) an original design and installation estimate, 2) a bond for 150% of the design and installation cost, and 3) a letter stating your intent to install the backflows, and other devices by a certain date. This must be done before the Permit Center issues the permit. A separate letter was mailed to the Property Owner — North Stream Development, 720 4th Ave., Suite 102, Kirkland, WA 98033. Feel free to contact me (or) call Mike Cusick, Public Works Senior Water and Sewer Engineer, at (206) 431 -2441 if you have any questions /comments. Page 2 of 2 T CO D C PY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -165 DATE: 01 -07 -13 PROJECT NAME: ALFA SEAFOOD SITE ADDRESS: 4497 S 134 PL V1�euc� d Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 2 Revision # After Permit Issued DEPAR MEN : 1 See Me vi O wilding 'vision ® Fire Prevention ❑ Planning Division ❑ Public Works 1111 Structural ❑ Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01 -08 -13 Complete Incomplete ❑ Not Applicable ❑ Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required ❑ No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Notation: REVIEWER'S INITIALS: DUE DATE: 02 -05 -13 Not Approved (attach comments) xr DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Permit Center Use Only CORRECTION LETTER MAILED: RECEIVED Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PV 3 - Staff Initials: CITY OF TU K W • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -165 DATE: 09 -21 -12 PROJECT NAME: AIFA SEAFOOD SITE ADDRESS: 4497 S 134 PL Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # 1 Revision # After Permit Issued DEPARTMENTS: �� - 13 Building i isiorn Fire Prevention RVv v v % bllc ors Structural Planning Division n Permit Coordinator or DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete n DUE DATE: 09-25-12 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required No further Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions DUE DATE: 10 -23-12 Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Documents /routing slip.doc 2-28-02 ILA JAN 302013 PERMIT CENTER CO COPY • PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: PG12 -165 PROJECT NAME: AIFA SEAFOOD SITE ADDRESS: 4497 S 134 PL X Original Plan Submittal _ Response to Correction Letter # _ DATE: 08 -29 -12 Response to Incomplete Letter # Revision # After Permit Issued t Ifl L Fire Prevention Structural Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Ix] Incomplete DUE DATE: 08-30 -12 Not Applicable ❑ Comments: Permit`Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: No further Review Required DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Notation: REVIEWER'S INITIALS: DUE DATE: 09-27-12 Not Approved (attach comments) DATE: Permit Center; Use Only ,o CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW' Staff Initials: Documents /routing slip.doc 2 -28 -02 Citylkf Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Web site: http: / /www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 1 Q(� Plan Check/Permit Number: 12 ^ 5 esponse to Incomplete Letter # Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Project Address: Contact Person: Summary of Revisi i n: Kkcs i'7 Li Phone Number: 206 227 C71 FIIEwED e-°Fx 1 IA 12013 'eRA.4rr cam Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev on Received at the City of Tukwila Permit Center by: *N— Entered in Permits Plus on H:\Applications\Forms- Applications On Line\2010 Applications \7 -2010 - Revision Submittal.doc Revised: May 2011 • • 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: 9`-' --1 —� Plan Check/Permit Number: PG 12 -165 ❑ 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: AIFA Seafood Project Address: 4497 S 134 P1 /� Contact Person: 130 t /7U,, Phone Number: �-� - 9 9-7 CO 7--/ Summary of Revision: i%l /CRiL, l 7C� jr'L6'"i u (/ n A--Gl rv/ -4s' - CITY O1 ; •r, SEP 212012 PERMIT Sheet Number(s): "Cloud" or highlight all areas of revision including date of rev'si Received at the City of Tukwila Permit Center by: — Entered in Permits Plus on \applications \forms- applications on line\revision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company TOTAL PLUMBING INC 2534558503 3604 106Th Ave Ct E Edgewood WA 98372 Pierce Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 602736975 Active TOTALPI932MU Construction Contractor 7/31/2007 7/31/2013 Plumbing Unused Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status TOTALP•099DDTOTAL PLUMBING Construction Contractor plumbing Irrigation /Sprinkling Systems 3/4/1991 2/25/2008 Re Licensed Business Owner Information Name Role Effective Date Expiration Date PAPINI, ROBERTO President 07/31/2007 Bond Amount PAPINI, KAMILLE Vice President 07/31/2007 5118780 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 CBIC 5118780 05/25/2008 Until Cancelled 06/22/2012 $6,000.00 05/27/2008 1 AMERICAN STATES INS CO 6510941 07/18/2007 Until Cancelled 09/27/2008 $6,000.0007/31/2007 05 /11/2011 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amount Received Date 2 4/4/2012 Until Released Bond $6,000.00 5/14/2012 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 5 Ohio Caslns Co BKS54490328 05/25/2012 05/25/2013 $1,000,000.00 04 /23/2012 4 Ohio Caslns Co BKS54490328 05/25/2011 05/25/2012 $1,000,000.00 05 /11/2011 3 001110 CAS INS BH054490328 05/25/2010 05/25/2011 $1,000,000.00 05 /25/2010 2 MID-CENTURY INS CO 604651297 05/25/2008 05/25/2011 $1,000,000.00 05/14/2010 1 NATIONWIDE INSURANCE COMPANY ACP7502217508 05/30/2007 05/30/2008 $1,000,000.00 07/31/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions /Citations Information No records found for the previous 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 01/31/2013 SEPARATE PERMIT REQUIRED FOR: leMochanical LPElectrical ❑ Plumbing 2 as Piping City of Tukwila Sl.i /LMC DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. Revis bns will require a new plan submittal cnd may include additional plan review fees. COPY [Permit Flo. • f• rill �ww approval is subject to errors and omissions. �t,t} i. :.: - :: ' o; Go"struciiion documents does not authorize tic : non of r,= Qy adopted code or ordinance. Receipt o� LrAL)veo Fi 'a Copy and coixfitions is acknowledged: By Date: City Of lbkwila BUILDING DIVISION Vicinity Scale: NTS NORTH Site Plan Scale: 1"=50'-0" NORTH Tenant Improvement Al F SEAFO 4497 S 134th Place Tukwila WA 98168 OWNER: CHEN 4497 S. 134TH PLACE TUKWILA, WA 98168 ARCHITECT: RANDALL C. FONG 415 ELLIS AVENUE SOUTH SEATTLE, WA 98108 PARCEL NUMBER: 261320 -0084 LEGAL DECRIPTION: FOSTORIA GARDEN TRS LOT 1 OF TUKWILA SHORT PLAT NO 79 -26 —SS RECORDING NO 8004240503 SD PLAT DAF — TR 16 Sc 17 FOSTORIA GARDENS TRS LESS POR CONV TO CO AF #5721821 & AF #1006280 & TO STATE AF #5712570 FOR HWY — MORE PRTLY DAF — POR SD LOTS BEG SW COR LOT 16 TH S 45 -44 -45 E 172.63 FT ALG NELY MGN SO 135TH ST TH S 66 -16 -10 E 104.10 FT ALG SD MGN OF S 135TH ST TH N 41 -44 -57 E 827.31 FT ALG SD SELY LN OF LOT 16 TO NELY COR SD LOT 16 TH N 48 -15 -03 W 61.40 FT ALG NELY LN SD LOT 16 TH S 41-44-57 W 19.50 FT TH NWLY 68.65 FT ALG ARC CRV TO RGT RAD 185.80 FT RAD PT N 41 -44 -57 E THRU C/A 21 -10 -15 TH N 27 -04 -48 W 19.26 FT TO NELY LN SD LOT 16 TH N 48 -15 -03 W 125 FT ALG SD NELY LN LOT 16 TO COR COMMON TO LOTS 16 & 17 TH CONT 115.97 FT ALG NELY LN LOT 17 TH S 89 -57 -57 W 208.18 FT ALG SLY MGN RELOCATED SO 133RD ST TO NWLY LN LOT 17, TH S 41 -44 -57 W 521 FT ALG SD NWLY LN OF LOT 17 TO NLY MGN S 135TH ST TH S 29 -18 -21 E 91.43 FT ALG SD NELY MGN S 135TH ST TH S 05 -51 -32 W 196.92 FT ALG ELY MGN OF SD S 135 TH ST TH S 45 -44 -45 E 69.35 FT ALG NELY MGN SD S 135TH ST TO POB LOT SIZE: 218,235 SF ZONING: CLI SQUARE FOOTAGE: 5900 SF +/_ CONSTRUCTION TYPE: TYPE V — SPRINKLED OCCUPANCY: WAREHOUSE — WHOLESALE PARKING REQUIRED: 1/2000 SF PARKING PROVIDED: (3) EXISTING SPACES AT BUILDING FRONT REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 L_ UV City of Tukwila BUILDING DIVISION PROJECT SCOPE: TENANT IMPROVEMENT OF A VACATED WAREHOUSE SPACE INTO A WHOLESALE FACILITY FOR DISTRIBUTION OF LIVE SEAFOOD (CRABS, LOBSTERS AND GEODUCK CLAMS). INSTALLATION OF EQUIPMENTS ONLY, NO NEW PARTITION WALL CONSTRUCTION PROPOSED. SATE OCCUPANT USE PER PREVIOUS ESTABLISHED. NO CHANGE OF USE APPLICATION. APPLICABLE CODES: CITY_ OF TUKWILA 2009 IBC 200.9. IFC 2009 UPC 2009 WSEC Project Data MECHANICAL, SPRINKLER ELECTRICAL, PLUMBING Separate Submissions Al PROJECT INFORMATION, SITEPLAN A2 FLOOR PLAN. WALL /FINISHED SCHEDULES A3 REFLECTED CEILING. PLAN, DETAILS A4 INTERIOR ELEVATIONS Drawing List RECEIVED CITY OF TUKWILA AUG 2 9 2012 PERMIT CENTER 445 Project Data, Floor Plan TENANT IMPROVEMENT AIFA Seafood Address: 4497 S. 134th Place Tukwila WA 98168 Owner: Chen 4497 S. 134th Place Tukwila WA 98168 Randall C. Fong - Architect 6415 Ellis Ave S Seattle, WA 98108 p: 206 - 661 -6788 email: archRCF @yahoo.com Drawn: MN Check: RCF Al /1 Date: 06 -12 -12 SEAFOOD 10 10 44' -8" FOR FUTURE 1 1'x10' METAL FLOOR DRAIN EXIST. DIM EXISTING 90' -0" r it 1 EQUIPMENT 1 1 EQUIPMENT BY OTHER 1 1 BY OTHER 1 L _1L_ J A 12' -0" E.W WAL —IN COO ' R N.I.C. ELECTRICAL (E) 25' -6" TOILET (E) 1 5-0" HAND SINK 54' -0" PREP. AREA 0 0) 4'x10' FISHTANKS TYPICAL LINEAR METAL FLOOR DRAIN PER i /A3 FLOOR SINK PER 2/A4 "Cr) ri EXIT 5�^ O TOILET (E) B O PREP. SINK (E) 0 (1) X W FOYER B EXISTING FRAMING TYPICAL OFFICE B 15' -8" EXIST. DIM HAN D SINK O 3— COMPARTMENT SINK STAGING REA A N x ENTRY ROLLUP /DOOR l Floor Plan Scale: 1/4"=1'-0" •DJACENT SPACE/ NORTH WALLTYPE: 1 2 EXISTING PARTITION WALL EXISTING CONCRETE WALL PANEL WALL FINISHES: 1 1 3 FRP — FIBRE GLASS REINFORCED PANEL 4' -0" HIGH FROM FINISH FLOOR. SEAL ALL MEETING EDGES AT FLOOR /WALL INTERSECT. 2 COATS GLOSSY ENAMEL PAINT ABOVE FRP. FACTORY FINISHED SMOOTH SURFACE PANEL 2 COATS GLOSSY ENAMEL PAINT FLOOR FINISHES: A B EPDXY SEALER ON EXISTING CONCRETE EXISTING FLOOR TILES TO REMAIN SINK SCHEDULE: MARK QTT UNIT MFGR MODEL DIMENSION REMARK . 1 3 —COMP SINK TURBO AIR TSB -3 —D2 120"x30 x44" Date: 06 -12 -12 . 2 HAND SINK ADVANCE TABCO 7 —PS -67 17 "x13" WALL MOUNTED . 1 PRE SINK EXIST. TO REMAIN 4 6 FLOOR SINK CECO 906 -2 12 "x12 "x6" PC.9 1 9291' AA ,� 4e OF gP41 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKW!LA AUG 2 9 2012 PERMIT CENTER Floor Plan, Schedules TENANT IMPROVEMENT AIFA Seafood Address: 4497 S. 134th Place Tukwila WA 98168 Owner: Chen 4497 S. 134th Place Tukwila WA 98168 Randall C. Fong - Architect 6415 Ellis Ave S Seattle, WA 98108 p: 206 - 661 -6788 email: archRCF ©yahoo.com Drawn: MN Check: RCF A2 Date: 06 -12 -12 ' ENTRY EXISTING 1X8 LIGHTS TO REMAIN EXISTING 1 X4 LIGHTS TO REMAIN EXISTING 1 X8 LIGHTS TO REMAIN NO NEW LIGHT FIXTURE PROPOSED. ADD LENS, Reflected Ceiling Plan Scale: 1/4"=11-0" SECTION A Floor Drain Detail Scale: 1 1 /2 " =1' -0" TOP OF FIN. FLOOR TO BE HIGHER OR EQ. TO TOP OF LIP. SLOPE DN DRAIN PIPE -0" ?ire �oonr�ii rm�� \iL j, • COVER BASE TYP. -0 -T 0 CD II II Floor Sink Detail 1 If J,. VMS DOME STRAINER REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION SLOPE DN TOP OF FLOOR SURFACE Scale: 11 /2 " =l' -0" ADGI�- RECEIVED CITY OF TUKWII.....A AUG 2 9 2012 PERMIT CENTER RCP, Details TENANT IMPROVEMENT AIFA Seafood Address: 4497 S. 134th Place Tukwila WA 98168 Owner: Chen 4497 S. 134th Place Tukwila WA 98168 Randall C. Fong - Architect 6415 Ellis Ave S Seattle, WA 98108 p: 206 -661 -6788 email: archRCF @yahoo.com Drawn: MN Check: RCF A3 Date: 06 -12 -12 IFI T TtAAIRCt . tek< --- u r. r %coecoleiRti4ci :ovtr1CI, oL , _ otx. Aktt.thrtig. . tumor tWt Cover Base Scale: 3 " =1' -0" Interior Elevation Scale: 1/4 " =1' -0" Interior Elevation Scale: 114 " =1' -0" Interior Elevation Scale: 1/4 " =1' -0" IL.1.5141rotvg, REVIEWED FOR CODE COMPLIANCE APPROVED JAN 3 0 2013 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 9 2012 PERMIT CENTER Interior Elevations TENANT IMPROVEMENT ''." AI FA Seafood Address: 4497 S. 134th Place Tukwila WA 98168 Owner: Chen 4497 S. 134th Place Tukwila WA 98168 Randall C. Fong - Architect 6415 Ellis Ave S Seattle, WA 98108 p: 206 -661 -6788 email: archRCF @yahoo.com Drawn: MN Check: RCF A4 Date: 06 -12 -12 • Lzi • Warr ui o • co S 5 co co • co c < E 0 0- c) ciW 0 a co v cc uJ LLI cc Lt.!