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HomeMy WebLinkAboutPermit PG15-0054 - SAHALE SNACKS - FOOD PROCESSING EQUIPMENT AND BACKFLOW PREVENTERSSAHALE SNACKS 341IS120 TH PL 100 PG15-0054 City of Tukwila Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Rov PLUMBING/GAS PIPING PERMIT Parcel No: 1023049069 Permit Number: PG15-0054 Address: 3411 S 120TH PL 100 Issue Date: 6/16/2015 Permit Expires On: 12/13/2015 Project Name: SAHALE SNACKS, INC Owner: Name: SABEY CORPORATION Address: 12201 TUKWILA INTL BLVD 4THFL , SEATTLE, WA, 98168 Contact Person: Name: DEVIN BARBOZA Phone: (360) 852-3237 Address: PO BO 1540, WOODLAND, WA, 98674 Contractor: Name: PLATINUM INDUSTRIAL INC Phone: Address: 111 CATHERINE DR, WOODLAND, WA, 98674 License No: PLAT111871K3 Expiration Date: Lender: Name: Address: DESCRIPTION OF WORK: RECEIVE AND INSTALL NEW FOOD PROCESSING EQUIPMENT AND DEMOLISH OR RELOCATE EXISTING EQUIPMENT. INCLUDES INSTALLATION OF (3) THREE BACKFLOW PREVENTERS. BUILDING ON WD #125 WATER. Valuation of Work: $260,859.00 Fees Collected: $311.62 Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Permit Center Authorized Signature: Date: t(J I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: Print Name: l)1r'J 3gCL�b?J� This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***PLUMBING/GAS PIPING PERMIT CONDITIONS*** 2: No changes shall be made to applicable plans and specifications unless prior approval is obtained from the Tukwila Building Division. 3: All permits, inspection records and applicable plans shall be maintained at the job and available to the plumbing inspector. 4: All plumbing and gas piping systems shall be installed in compliance with the Uniform Plumbing Code and the Fuel Gas Code. 5: No portion of any plumbing system or gas piping shall be concealed until inspected and approved. 6: All plumbing and gas piping systems shall be tested and approved as required by the Plumbing Code and Fuel Gas Code. Tests shall be conducted in the presence of the Plumbing Inspector. It shall be the duty of the holder of the permit to make sure that the work will stand the test prescribed before giving notification that the work is ready for inspection. 7: No water, soil, or waste pipe shall be installed or permitted outside of a building or in an exterior wall unless, adequate provision is made to protect such pipe from freezing. All hot and cold water pipes installed outside the conditioned space shall be insulated to minimum R-3. 8: Plastic and copper piping running through framing members to within one (1) inch of the exposed framing shall be protected by steel nail plates not less than 18 guage. 9: Piping through concrete or masonry walls shall not be subject to any load from building construction. No plumbing piping shall be directly embedded in concrete or masonry. 10: All pipes penetrating floor/ceiling assemblies and fire -resistance rated walls or partitions shall be protected in accordance with the requirements of the building code. 11: Piping in the ground shall be laid on a firm bed for its entire length. Trenches shall be backfilled in thin layers to twelve inches above the top of the piping with clean earth, which shall not contain stones, boulders, cinderfill, frozen earth, or construction debris. 12: The issuance of a permit or approval of plans and specifications shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the Plumbing Code or Fuel Gas Code or any other ordinance of the jurisdiction. 13: The applicant agrees that he or she will hire a licensed plumber to perform the work outlined in this permit. 14: All new plumbing fixtures installed in new construction and all remodeling involving replacement of plumbing fixtures in all residential, hotel, motel, school, industrial, commercial use or other occupancies that use significant quantities of water shall comply with Washington States Water Efficiency ad Conservation Standards in accordance with RCW 19.27.170 and the 2006 Uniform Plumbing Code Section 402 of Washington State Amendments 15: Prior to final inspection newly installed backflows shall be tested by a certified tester and test reports forwarded to Water District #125, phone 206 242-9547. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 8004 GROUNDWORK 1900 PLUMBING FINAL 8005 ROUGH -IN PLUMBING CITY OF TUKWILA Community Development Department Permit Center • 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.pov Plumbing/Gas Permit No. Project No. Date Application Accepted: Date Application Expires: �/� �"'I<sl or office use only) PLUMBING / GAS PIPING PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 102304907805 Site Address: 3411 South 120th PI Suite Number: 100 Floor: 1 Tenant Name: Sahale Snacks, Inc. New Tenant: ❑ .....Yes L ..No PROPERTY OWNER Name: Sabey Corporation Address: 12201 Tukwila Intl Blvd, 4th Floor City: Seattle State: WA zip: 98168 CONTACT PERSON — person receiving all project communication Name: Devin Barboza Address: PO Box 1540 City: Woodland State: WA Zip: 98674 Phone: (360) 852-3237 Fax: Email: devinjb@platinumind.com PLUMBING CONTRACTOR INFORMATION Company Name: Platinum Industrial, Inc. Address: PO Box 1540 City: Woodland State: WA Zip: 98674 Phone: (360) 852-3237 Fax: Contr Reg NO.: PLATIII871 K3 Exp Date: 06/01 /2015 Tukwila Business License No.: BUS-0996246 Valuation of Project (contractor's bid price): $ 260,859 Scope of Work (please provide detailed information): Receive and install new food processing equipment and demolish or relocate existing equipment. Building Use (per Int'1 Building Code): Occupancy (per Int'l Building Code): Utility Purveyor: Water: WD 125 Water Service RECEIVED CITY OF TUKWILA r!!-�. it r 20r3 PERMIT CENTER Sewer: Valley View Sewer Service H:41pplicationslFornis-Applications On Une12011 ApplicationsTlumbing Pemut Application Revised 8-9-1 l.docx Revised August 2011 bb Pagel of 2 Indicate type of plumbing fixtures and/or gas piping outlets being installed and the quantity below: Fixture Type Qty Bathtub or combination baWshower Dishwasher, domestic with independent drain Shower, single head trap1 Sinks 4 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 1 Repair or alteration of water piping and/or water treatment equipment Backflow protective device other than atmospheric- 2 type vacuum breakers 2 inch (51 mm) diameter or smaller Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 PERMIT APPLICATION NOTES Fixture Type Qty Clothes washer, domestic Food -waste grinder, commercial Wash fountain Water closet Industrial waste treatment interceptor, including trap and vent, except for kitchen type ease 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 Qty Y Dental unit, cuspidor Floor drain 1 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 inletsloutlets for a specific as Each lawn sprinkler system on any one meter including backflow protection devices Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one extension of time for an additional period not to exceed 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 International Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 04/28/2015 Print Name: Mike Hollifield Day Telephone: (360) 852-3237 Mailing Address: PO Box 1540 Woodland WA 98674 City State Zip IL\Applications\Fovns.-Applications On Line\2011 ApplicationsTlumbing Permit Application Revised 8-9-1 Ldocx Revised: August 2011 - - - - Page 2 of 2 bh DESCRIPTIONS PermitTRAK ACCOUNTQUANTITY PAID $311.62 PG15-0054 Address: 3411 S 120TH PL 100 Apn: 1023049069 $311.62 PLUMBING $299.63 PERMIT ISSUANCE BASE FEE R000.322.100.00.00 0.00 $32.50 PERMIT FEE R000.322.100.00.00 0.00 $207.20 PLAN CHECK FEE R000.322.103.00.00 0.00 $59.93 TECHNOLOGY FEE $11.99 TECHNOLOGY FEE TOTAL FEES PAIDR5207 R000.322.900.04.00 0.00 $11.99 $311.62 Date Paid: Monday, May 04, 2015 Paid By: PLATINUM INDUSTRIAL Pay Method: CREDIT CARD 09676G Printed: Monday, May 04, 2015 1:03 PM 1 of 1 SYSTEMS 0 INSPECTION RECORD r 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) 438-9350 Project. T e of Inspection: +rev% L Address: Date Called: Special Instructions: �H Date Wanted: a.m. p.m. Requester: Phone No: Approved per applicable codes. El Corrections required prior to approval. tJ 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 6300 Southcenter Blvd., #100, Tukwila. WA 98188 206) 431,-3670 Permit Inspection Request Line (206) 438-9350 ,4 Allw4�1 Projgct: 1,�LC Ty f Insp CUM: --t 1 Address: f filec— Date Called: Special Instructions: AK Date Wanted: -P - % a.m. p.m. Requester: PPho e No: 0 ' Z 3 7 beAtl Approved per applicable codes. LJ Corrections required prior to approval. El REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD —�41 Retain a copy with permit lf87-15-a INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: Type of Inspection: Address: t Al1,w Date Called: Special Instructions:Yt Date Wanted: a.m. '7 ° Z7-K p.m. Requester: Phin`e No: z*0 :p Z' 4-t: tXIA Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. MAY 18.2015 TUKWILA pUgUC WORKS BURNS *RMGDONNELLo FILE COPY Permit No. Client Sahale Snacks Date: May 13, 2015 Project New Line 1 / Washroom Made By: W. Wirtz Subject Pump PMP-01A Sizing Checked By: ❑ Prelim ❑ Final Given: Water at 60 °F is discharged from a tank with 4-feet of average head to the atmosphere through: Quantity Item 30 feet 2" Schedule 40 pipe 3 2" standard 900 threaded elbows 1 2" flanged ball valve having a 2" diameter seat, 160 conical inlet, and 300 conical outlet end. Sharp -edged entrance is flush with the inside of the tank Find: The water velocity in the pipe and the rate of discharge in gallons per minute for COP tank (WSH-02A). Solution: v = 0.408 Q or, Q = 2.451vd2 d2 K = 0.5 (for pipe entrance at the tank) 4' ' VM K = 1.0 (for pipe exit at the end) CODE COMPLI NICE fT =F 0.018 (for fully turbulent flow in 2" pipe) APPROVE JUN O 1 2015 d1 = 2.0671 inches (bore of the full port ball valve) d2 = _ 2.0671 inches (inside diameter of the 2" pipe) City/ Of Tukwila BUILDING DIVISION For the K of a ball valve, the normal formula must be expanded in order to compensate for thRMTVED inlet and outlet angles: CITY OF TUKWILA Ki +0.8sin 0(1—N2)+2.6sin 0(1—#2)2 MAY I k 2015 KZ #4 PERMIT CENTER (Beta ratio of the valve's bore to the pipe ID) Sin 0/2 = sin(16/2)= 0.14 (this sine value is for the valve's inlet half angle) CORRECT OW LTR# Sin 0/2 = sin(30/2)= 0.26 (this sine value is for the valve's outlet half angle) K, = 3 fT = 0.054 K2 = 0.05 (This is the K for the ball valve) K = 30 fT = 0.54 (This is the K for one screwed elbow) K = 3.24 (This is the K for the 6 elbows) K = f (L./ D) = 3.13 (This is the K for the 30 feet of 2" straight pipe) The K for the system is composed of the Ks for the entrance, pipe, elbows, ball valve, and exit. K (total) = 7.9 v = 5.7 ft/sec (This is the mean velocity of the water in the 2" pipe) Q = 60 gpm (This is the water flowrate exiting the WSH-02A) In order to verify that the assumption that the flow is in the fully turbulent zone, Reynolds Number = 123.9 d v p / µ = 81,211 (Reynolds number in the 2" pipe) From the Moody Chart, the corresponding f = 0.02 and this is not in the fully turbulent zone. Although this flow is in the transition zone, the difference is small enough to forego any correction of K for the pipe. The solution is valid from a practical point. 60 gpm Water flowrate exiting the WSH-02A (NEW - flow calculated from above) 3 gpm Water flowrate exiting WSH-A (Existing Relocated - 2" drain) 3 gpm Water flowrate exiting WSH-B (Existing Relocated - 2" drain) 3 gpm Water flowrate exiting Sink-E (NEW - based on 2" drain - 3 DFU's) 69 gpm TOTAL GPM (MINIMUM GPM FOR PMP-01A FLOWRATE) PMP-01A WILL BE SIZED FOR 100 GPM (DUPLEX PUMP WILL TYPICALLY ONLY OPERATE ONE PUMP) 14 EBARA Submersible Sump Pumps DSU/DSHU Performance Curves Project: GPM: TDH: EFF: HP: Chk'd: Date: 50DS63.7 50DSH63.7 (511P) Synchronous Speed: 3600 RPM 2 inch Discharge 100 130 90 120 110 80 100 70 so 0 60 80 c 50 = 70 w N 60 40 50 30 40 30 20 20 10 10 0 0 a m a� 6 0 a m 4 0 2 Y ro m` 0 0 20 40 60 80 100 120 140 160 Capacity USGPM 80DS62.2 80DSH62.2 (311P) Synchronous Speed: 3600 RPM 3 inch Discharge 80 70 60 60 0 50 50 o y 0 40 m 40 W F� 30 30 20 20 10 0 10 0 a 2 m a� 3 0 3 ED V) 2 0 a� 1 � 0 m 0 20 40 60 80 100 120 140 160 180 200 220 Capacity USGPM EBARA Fluid Handling www.pumpsebara.com 1.1 63 EBARA (t) 803 327 5005 a (f) 803 327 5097 rev. 01102 EBARA Submersible Sump Pumps DSU/DSHU Dimensions Project: Model: Chk'd: Date: Model DSHU Hot Water Pumps 50DSHU, 3 to 5 HP 80DSHU, 3 to 5 HP Dimensions: inch BURNS & McDONNELL APPROVAL DOES NOT RELIEVE THE FABRICATOR OF RESPONSIBILITIES FOR ACCURACY OF DIMENSIONS AND COMPLIANCE TO CODES, SPECIFICATIONS AND PURCHASE ORDER. ❑ A. APPROVED - SUBMIT FINAL DRAWINGS ❑ B. APPROVED - EXCEPT AS NOTED RELEASED FOR FABRICATION SUBMIT REVISED DRAWINGS. ❑ C. APPROVAL WITHHELD — REVISE AND RESUBMIT XD. FINAL apboyd@burn Digitally signed by apboyd@burnsmcd.com DATE 5/12/2015 SIGNED smcd.com Date: 201505. 1122 623 8c-05'00' Submersible cable f e I \(n�)OTIY- (h) HOLES Flange (ANSI 125 PSI F.F) 000©©® mm mm e 1 t rl h 59 1 121 1 152 16� 4 4 19 80 1 152 1 191 19 4 1 19 PHASE SIZE MODEL OUTPUT I PUMP & MOTOR WEIGHT kW HP A B C D E F H I L S o Lb 2 50DSHU62.2 2.2 3 17'/1e 9% 12'/re 4'/. 91/+ 7" hs 24" he 7'/re 6'he 3/e 119 500SHU63.7 3.7 5 177:e 9% 12'ha 4'/= 9% 7"/:a 26% The 6'h6 3/e 134 THREE 3 800SHU62.2 2.21 3 19"he 109he 14'/z 5'hs 10"he 8°he 25'hs T/o _ 6'/te 3/e 128 80DSHU63.7 3.7 5 M he 10s % 14'/z 55/16 101'/+e 8'hs 26'/z 77/e 65/:e 3/e 141 Dimensions: mm PHASE SIZE MODEL OUTPUT PUMP & MOTOR WEIGHT kW HP A B C D E F H I L S o k9 50 50DSHU62.2 2.2 3 433 245 313 120 5 198 634 180 160 10 54 THREE 50DSHU633 3.7 5 433 245 313 120 4235 198 667 _ _180 160 10 80 80DSHU62,2 2.2 3 503 268 368 135 5 215 640 200 160 10 58 80DSHU63.7 3.7 503 268 368 — 275__ 215 673 200 160 10 64 EBARA Fluid Handling ' A www.pumpsebara.com 1-167 E&4M (Q 803 327 5005 a (f) 803 327 5097 rev. 01102 EBARA Quick Discharge Connector QDC Dimensions Project: Model: Chk'd: Date: Models LM50, LM65, LM80 50DSU, DSHU 3 to 5HP 1 3/8(35) 80DVSU, DVSHU 1 to 5HP 80DSU, DSHU 3 to 5HP w Dimensions: inch 5 1/2 (140) 2 3/e(6O) Bolts 2-1/2 (12) 12 3/41 i(7O) I E 4-H holes P.D.C.J d-K Anchor bolts 2-5/8 116) MODEL A C E H J K L• L. N P s WEIGHT Lb LM50 7"/,. 1'A. 4V.. `/a 4'/. 2 8'/. Th 47, FA. 61/1 24 LM65 87'. 1't. 5% 'G V, 2'/> 9'/., 1 8'/. 41h 5" k Th 31 LM80 8'1!0 1"/u Th 1,. 61. 3 91h 4"/,. 6'/, 91/1. 37 Dimensions: mm MODEL A C E H J K L, L, N P s WEIGHT k LM50 195 40 110 12 120 50 210 190 116 135 165 11 LM65 215 45 130 12 140 65 230 210 120 145 190 14 LM80 215 50 140 15 155 80 270 245 125 175 230 17 EBARA Fluid Handling www.pumpsebara.com EaARA (803) 327-5005 • (803) 327-5097 (fax) 1-192 rev. 06/12 ES-909S Job Name Job Location Engineer Approval Contractor Approval �+r1 Contractor's P.O. No. RECEIVED Representative MAY 18 2015 Series 909 FILE COPY PUBLIC WORKS Reduced Pressure Z61V°&ft'& "'"^ Assemblies 909 Sizes: W',1 " (20, 25mm) 909M1 Sizes: 1'/4", 1'/2", 2" (32, 40, 50mm) Series 909 Reduced Pressure Zone Assemblies are designed to provide superior cross -connection control protection of the potable water supply in accordance with national plumbing codes and containment control for water authority requirements. This series can be utilized in a variety of installations, includ- ing health hazard cross -connections in plumbing systems or for containment at the service line entrance. With its exclusive, design incorporating the "air-in/water-out" principle it provides maximum relief valve discharge during the emergency condi- tions of combined backsiphonage and backpressure with both checks fouled. Model 9090T, standardly furnished with full port, resilient seated and bronze ball valve shutoffs. Sizes 3/," and 1 " (20 and 25mm) shutoffs have tee handles. Features • Modular design • Replaceable seats • Compact for installation ease • Horizontal or vertical (up or down) installation • No special tools required for servicing Specifications A Reduced Pressure Zone Assembly shall be installed at each cross -connection to prevent backsiphonage and backpres- sure of hazardous materials into the potable water supply. The assembly shall consist of a pressure differential relief valve located in a zone between two positive seating check valves. Backsiphonage protection shall include provision to admit air directly into the reduced pressure zone via a separate channel from the water discharge channel, or directly into the supply pipe via a separate vent. The assembly shall include two tightly closing shutoff valves before and after the assembly, test cocks and a protective strainer upstream of the No. 1 shutoff valve. The assembly (specify Model 909 for temperatures up to 140°F (60°C) or Model 909HW for temperatures up to 210OF (99°C)) me is of ASSE Std. 1013; AWWA Std. CCHR of USC Manual Section 10. 16 I hUF'. BCCI (Standard Plumbing code). The IV a Wa Regulator Company Series 909QTS or . JUN 01 2015 Supply Pressure Channel to Relief Valve Relief Valve Assembly Ball Valve Test Cocks Water Outlet Air Inlet econd ;heck 9odule ,sembly Now Available WattsBox Insulated Enclosures. For more information, sengfL ht'tErpyEbs-WB. CITY OF TUKWILA CORRECfOW LTfj MAY 14 2015 PERMIT CENTER MIPAu� �i R U.S. mary units and metric are approrimate and are provided for reference only. For precise measuremen q jo �LIOU Watts reserves the right to change or modify product design, construction, specifications, or materials vrith- ���� + y obligation to make such changes and modifications on W cts revi r su ently mod. • Models Suffix C&T Cap and tether test cocks PC Internal polymer coating QT Quarter -turn ball valves S Bronze strainer HW Stainless steel check modules for hot and harsh water conditions LF Without shutoff valves HC Inlet/outlet fire hydrant fitting (2" only) Prefix C Clean and check strainer - %" and 1 " (20 and 25mm) only U Union - %" and 1" (20 and 25mm) only FAE Flanged adapter ends - 1144", 1'/2", 2" (32, 40, 50mm) only NOTE: The installation of a drain line is recommended. When installing a drain line, an air gap is necessary. Materials Body: Bronze Check Seats: 909 Celcon® Relief Valve Seats: Stainless steel 909HW Test Cocks: Bronze Celcon® is a registered trademark of Celanese, Limited Connections %" —1 " (19 — 25mm) 909-NPT Female threaded body connection 1%" — 2" (32 — 50mm) 909-M1-NPT Male threaded body connection Standards AWWA C-511-92 FCCCHR of USC Manual Section 10 IAPMO (UPC), SBCCI (Standard Plumbing code) Dimensions — Weights When installing a drain line use 909AG series Air Gaps on Series 909 backflow preventers. '909EL series elbows are for air gaps on backflow preventers in vertical installations. Approvals O s�A Listed by IAPMO 655E c us Listed by SBCCI 1013 664.4 'Approved by the Foundation for Cross -Connection Control and Hydraulic Research at the University of Southern California. Horizontal and vertical "flow -up" approval on 1/4" (20mm) and 1 " (25mm) sizes (models 909QT, 909PCQT, and U909QT). Pressure — Temperature Temperature Range: 33°F —140°F (0.5°C — 60°C) continuos, 180°F (82°C) intermittent Maximum Working Pressure: 175psi (12.1 bar) Series 909HW: Temperature Range: 33°F — 210°F (0.5°C — 99°C) Maximum Working Pressure: 175psi (12.1 bar) How it Operates The unique relief valve construction incorporates two channels: one for air, one for water. When the relief valve opens, as in the accompa- nying air-in/water-out diagram, the right-hand channel admits air to the top of the reduced pressure zone, relieving the zone vacuum. The chan- nel on the left then drains the zone to atmosphere. Therefore, if both check valves foul, and simultaneous nega- tive supply and positive backpressure develop, the relief valve uses the air- in/water-out principle to stop potential backflow. I--------------- Es --------------I 909 DRAIN OUTLET DIMENSIONS WEIGHTS Iron Body Sizes Sizes A B No. Desc. in. mm in. mm in. mm in. mm lbs. k . 909-AG-C Air Gap %J 19,25 1 25 3'/4 63 4'/s 124 1'/2 0.7 909-EL-C Elbow' Al 19,25 — — 2% 60 2'/8 60 % 0.2 909-AG-F Air Gap 1'/-2 32-50 2 50 4% 111 63/4 171 3'/4 1.5 909-EL-F Elbow' 1'/4-2 32-50 — — 3s/8 92 3%s 92 2 0.9 WATER OUT AIR IN .r. i t Capacity As compiled from documented Foundation for Cross -Connection Control and Hydraulic Research of the University of Southern Califomia lab tests. *Typical maximum system flow rate (7.5 feet/sec.) 3/<° (20mm) 1" (25mm) roa 110 83 55 28 kPa 1 138 103 69 35 0 5 10 15 20 0 19 38 57 76 5 7.5 10 1.5 2.3 3.0 * 1'/4" (32mm) i_ 25 30 35 gpm 95 114 133 Ipm 15 20 fps 4.6 6.1 mps "ra i 138 103 69 35 kPa I 138 103 69 35 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm 5 7.5 10 15 20 fps 1.5 2.3 3.0 4.6 6.1 mps 1'/2" (40mm) * I 0 10 20 30 40 50 60 70 80 90 100 gpm 0 10 20 30 40 50 60 70 sD su 1uu gpm 0 38 76 114 152 190 228 266 304 342 380 Ipm 0 38 76 114 152 190 228 266 304 342 380 Ipm 5 7.5 10 15 20 fps 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 6.1 mps 1.5 2.3 3.0 4.6 mps 2" (50mm) kPa psi 138 2 103 1 69 1 35 0 25 50 75 100 125 150 175 200 gpm 95 190 285 380 475 570 665 760 Ipm 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps Suffix HC - Fire Hydrant Fittings dimension "N' = 233/" (603mm) DIMENSIONSSIZE (ON) A As B C D E Es L P DT DT-S in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. k s. lbs. k s. *nnnn,r anon r_c 1'limcncinnc 3/4' • 143/a 365 18%6 459 8Y4 222 4 102 4% 121 63/4 171 103/6 259 76/6 186 3'% 98 14 6.4 15.6 7.1 11. 153/a 391 Me 498 8Y4 222 4 102 43/4 121 7 178 11 279 T/16 186 3'/a 98 15 6.8 17.5 7.9 1'/4"M1 18Y2 470 23'/6 595 11 Vs 295 5'/2 140 6'/2 165 7'/2 191 12M6 310 103% 264 5%4 133 40 18.1 42.8 19.4 1'/2"Ml 19 483 241a 619 11% 295 5Y2 140 6'/2 165 7'/2 191 123/a 321 103/a 264 5% 133 40 18.1 44.0 20.0 2"Ml 19Y2 495 251%6 659 116/a 295 5'/2 140 6'/2 165 7Y4 197 131a/6 354 103/8 264 5Y4 133 40 18.1 47.4 21.5 *U909QT Dimensions - with integral body unions (Prefix "U" 3/a" 145% 371 1 19'/6 484 83/4 222 1 4 102 1 43/4 121 1 6%4 171 1 10'/6 259 7V6 186 3'/s 98 1 14 6.4 1 15.6 7.1 1" 15% 397 20'%6 532 1 8Y4 222 4 102 43/4 121 7 178 11 279 7V16 186 1 Vaa 98 15 6.8 17.5 7.9 *cAannenT _ rlimnn4±inn IAA+11 fl-n4ael nr4nn+cr cnrlc /Profiv "PAPI 1'/4" 19 483 24'/2 622 116% 295 5'/2 140 6% 165 7Y2 191 12Y+6 310 103% 264 5'/4 133 40 18.1 42.8 19.4 1Y2 193/ 502 26Ya 664 11% 295 5Y2 140 6Y2 165 7Y2 191 123% 321 10% 264 5Y4 133 40 18.1 44.0 20.0 2" 21 533 28% 721 11% 295 5Y2 140 6'/2 165 7% 197 1TY16 354 10% 264 5'% 133 40 18.1 47.4 21.5 Subscript IS' = strainer model City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director May 07, 2015 DEVIN BARBOZA PO BO 1540 WOODLAND, WA 98674 RE: Correction Letter # 1 PLUMBING/GAS PIPING Permit Application Number PG15-0054 SAHALE SNACKS, INC - Dear DEVIN BARBOZA, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11xl7 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Provide manufacturers specifications for the sump pumps. Include calculations for the sizing for verifying sump pumps are sized to meet demand of the fixtures. 2. Provide sheets that are legible and to scale, not reduced size. Provide plumbing schematics/isometric to show supply, drain -waste and venting for the new plumbing system. 3. Provide specifications for floor drain to be provided with trap seal primer and specify type. PW DEPARTMENT: Joanna Spencer at 206-431-2440 if you have questions regarding these comments. • 1) Second page of your permit application calls for installation of two (2) backflows, however they were not depicted on your plans. Please provide callouts at the location(s) where these backflows are going to be installed and specify backflow size, manufacturer and model #, and what they are protecting. 2) Submit backflow(s) cut sheet and circle the device to be installed. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300.Southcenter Boulevard .Suite #700 * Tukwila Wa.chinotnn. 98/RR • Phnne 206-431-?670 • Fnr ?.06-4?1-?665 If you have any questions, I can be reached at 206-431-3655. Sincerely, Bill Rambo Permit Technician File No. PG15-0054 6300 SouthcenterBoulevard Suite #100 • Tukwila Washinnton. 9878R • Phnn.e 206-431-3670 • Fax 206-437-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0054 DATE: 05/18/15 PROJECT NAME: SAHALE SNACKS SITE ADDRESS: 3411 S 120TH PL Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: M pffi (/ III Building Division Fire Prevention ❑ Planning Division ❑ 4UICAortk�?C" Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 5/19/2015 Not Applicable ❑ Structural Review Required ❑ (no approval review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved u Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DUE DATE: 6/16/2015 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 l PERMIT COORD COPI PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: PG15-0054 PROJECT NAME: SAHALE SNACKS, INC SITE ADDRESS: 3411 S 120TH PL DATE: 05/04/15 X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DE PARTMENTS: A-T CoYr� v ^S-'3- Building Division a Fire Prevention ❑ Planning Division ❑ Public Works Structural ❑ Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 51512015 Not Applicable ❑ Structural Review Required ❑ (no approvallreview required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 6/2/2015 Approved ❑ Approved with Conditions ❑ Corrections Required N- (corrections entered in Reviews) Notation: Denied ❑ (ie: Zoning Issues) REVIEWER'S INITIALS: DATE: Permit Center Use Only �% CORRECTION LETTER MAILED: l/��� Departments issued corrections: Bldg �-- Fire ❑ Ping ❑ PW � Staff Initials: 12/18/2013 �1dIU1, w City of Tukwila Department of Community Development ¢' � 6300 Southcenter Boulevard, Suite #100 �. f =0 Tukwila, Washington 98188 k Phone:206-431-3670 1908• * Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: % L�' 1 J Plan Check/Permit Number: PG 15-0054 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner RECEWW C"OF'nJK A Project Name: Sahale Snacks PERMIT rFNTr-P Project Address: 3411 S 120 P1 Contact Person: aEVIN 84P>S9Z,Aq Phone Number: Summary of Revision: %X 0L11,bJttl 17 JL-,J D G0PI,GS 01= .Scv-m P :p"/Vk p CALGc1 L A- t c--J 5 A\)P CuT SH TS ITOW611A P&tx-m,6i'-J4 %�QAWlnlGz5 4(-56 5I&W 5t2C PyJD "ckrlone O `-0-AeGC SRC<RpLo ?P-�E►JtMSg, f}L50 FKovi)tNG Two COPIES 61�7 CAK SttErTS Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on applications\forms-applications on linelrevision submittal Created: 8-13-2004 PLATINUM INDUSTRIAL INC Page I of 2 hone 1nicio en E,.;pafioI Contact Safety Washington State Department of Labor & Industries PLATINUM INDUSTRIAL INC Owner or tradesperson Principals HOLLIFIELD, MICHAEL B, PRESIDENT BARBOZA, DEVIN JEROME, SECRETARY Doing business as PLATINUM INDUSTRIAL INC WA UBI No. 603 287 672 License Search L&II i ;-, A-Z. Index Help hty Secure I: kl Claims & Insurance Workplace Rights Trades & Licensing 1014 FRANKLIN ST VANCOUVER, WA98660-3040 360-962-3237 COWLITZ County Business type Corporation Governing persons DEVIN BARBOZA MIKE HOLLIFIELD; Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction cr .........................................Contra..........................to.. . Active. Meets current requirements. License specialties GENERAL License no. PLATIII871 K3 Effective — expiration 06/01/2013— 06/11/2017 Bond Old Republic Surety Co $12,000.00 Bond account no. W150221269 Received by L&I Effective date 05/01 /2015 05/08/2015 Expiration date Until Canceled Bond history Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS55544792 Received by L&I Effective date 05/22/2015 06/01 /2015 Expiration date 06/01 /2016 Insurance history Savings ..........._... .. No savings accounts during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603287572&LIC=PLATIII87I K3 &SAW= 6/ 16/2015