Loading...
HomeMy WebLinkAbout2791 LOKER AVE W; ; FPC2016-0022; Permit((7c ity of PERMIT REPORT Carlsbad Print Date: 12/02/2020 Permit No: FPC2016-0022 Job Address: 2791 LOKER AVE W, CARLSBAD, CA 92010-6601 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Underground Fire Parcel 4*: Track 4*: Applied: 11/29/2016 Valuation: $0.00 Lot 4*: Issued: 12/06/2016 Occupancy Group: Project U: Finaled Close Out: 12/02/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Inspector: Plan Check U: Final Inspection: Project Title: Description: UNDERGROUND (LG) - BACKFLOW REPLACEMENT FPContractor: COSCO FIRE PROTECTION INC 1O75W LAMBERT RD BREA, CA 92821-2944 (858) 444-2000 FEE AMOUNT FIRE Underground Piping with up to 4 Hyds/Risers $733.00 Total Fees: $733.00 Total Payments To Date: $733.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov ftZo I (v co2a- San Diego Branch Office I 4990 Greencraig Lane 1•I •.. 00 San Diego, CA 92123 .•' Fire Protection (858) 444-2000 fax: 444-2056 CA Lie.: C-16 #577621 www.coscofire.com MATERIAL SUBMITTAL & HYDRAULIC CALCUALTION Date: 10/25/16 LG BACKFLOW i REPLACEMENT 2791 LOKER AVE W. CARLSBAD, CA 92010 JOB # 10.CA_5331 All material submitted, may be substituted by material of equal performance & design, & shall be deemed acceptable by purchaser. Submitted by: M. KELLER Los Angeles 0 San Francisco 0 Orange • Fresno 0 San Diego • Seattle sfF:. ZURN Model 475DA/4 WILKINS Reduced Pressure Detector As S AppN ,cation Desighd for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of contamiited water into the potable water supply. The Model 475DN47AV shall provide protection where a potential health hazard exist Incorporates metered by-pass to detect leaks and unauthorized (ater use. Standards Cor?pIiance ASSE® Listed f947 (4" thru 8") AWWA Complian\C550 UL® Classified (4'hru 10") C-UL® Classified (I thru 10") FM® Approved (4" thrk 8") NYC MEA 170-02-M V2(4" thru 8") Approved by the Foundatikn for Cross Connection Control and Hydraulic Research at the thversity of Southern California (4" thru 8") \ Meets the requirements of NSFMNSI 61* *(025% MAX. WEIGHTED AVERAGE\EAD CONTENT) Materials Main valve body Ductile lro 536 Grade 4 Access covers Ductile Iro 536 Grade 4 Coatings FDA Appr epoxy finish Fasteners \nA Stainless Series Elastomers EPDM (FD d) Buna Nitri roved) Polymers NORYLTM \Springs Stainless sekes Features Sizes: 4, 6°, 8°, 10' Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C61 (Flanged) ANSI B16.1 Class 125 Relief Valve discharge port: 2 1/2" - 6" - 2.75 sq. in. 8"- 10" - 3.69 sq. in. Dimensions & Weights (do not include pkg.) WEIGHT________ MODES LESS WITH WITH WITH BFLY WITH BFLY 475DA & -llJTF O S&Y OS&Y VALVES VALVES 4750AV VALVES GATES GATES(GXF) (GXG) SIZE (GXF) (GXG) lbs. I kg lbs. Ikg lbs. kg lbs. I kg lbs. I kg 4" 11131 51 303 1137 279 1127 183 83 161 6" 1871 85 487 1221 465 1211 291 132 E26EA 8" 421191 897 1407 843 382 611 277 6 10" 4391199 11131505 10551479 .!i. 323 12! NSFIANSI 61 MODEL 4750AV MODEL 475DA ($uffixes can be combined) - with OS & Y gate valves (standard) L - less shut-off valves (grooved body connections) /P LM - less water meter - with remote reading meter E - with gpm meter (standard) - with cu ft/min meter LJ V - vertical flow up configuration fl 0 - with groove end gate valves Fj FG - with flanged inlet gate connection and grooved outlet gate connection U MS - with integral relief valve monitor switch O BG - with grooved end butterfly valves with integral supervisory switches O BE - with flanged end butterfly valves with integral supervisory switches . P1 - with post indicator gate valve 0 -509 - with AWWA C509 gate valves Accessories O Air gap (see spec sheet BE-AG) Repair kit (rubber only) 0 Thermal expansion tank (Model XT) 0 Valve setter (Model FLS or U MJS or MJFS) O Gate valve tamper switch (OSY-40) QT-SET Quick Test Fitting Set C— DI4tENSIONS (aporo4mate) MODELS t A WITH GATE WITH BFLY ESS GATE VALVES j&yCOpEN OSY WITH D SIZE VALVES VALVES r CLOSED VALVES In. mm in. mm in. mm i). mm In. mm In. I mm in. I mm In. mm 4" 475DA 185116 465 30 762 27314 705 2 533 22314 578 18 1/4 1 464 9 203 4"475DAV 187/8 479 361/2 927 32 813 182 470 223(4 578 181/4 464 9 229 203 6"475DA 1811/16 jj 9Qj jj 25\ - 30118 765 603 Thi74 6"4750AV 21 533 42 1067 351/4 895 21\ 533 301(8 765 2/4 603 10114 260 254 8" 475DA 29 737 46 1168 429/16 1081 34711 875 37314 959 292-21 /4 743 12 305 229 d13 330 8" 475DAV 305/16 770 j6 1183_305/1 373/4 959 291/4 743 ••T 10" 475DA 29 737 471/2 1207 416 jj 347116 \ 453/4 jjfi 13 330 55 10" 475DAV 305/16 770 56 1/2 1435 9n 5116 1278 305/16 770 453(4 1162 353/8 899 13 330 330 Zurn Industries, LLC I Wilkins :\ 1747 Commerce Way, Paso Rabies, CA U.S.A. 93446 Ph. 855-663-9876, Fax 80-38-5 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 112 Ph. 905-405-8272, Fax 905-405-1292 Rev. E Date: 8/16 Document No. BF-475DA&V Product No. Model 475DA & 475DAV www.zurn00m I Page 1 of 2 MasterSeries"k LF886V Reduced Pressure Zoe Detector Backflow Preçntion Assemblies (Type-11) Size: 21½" - 88 (65mm - 200mm) The FEBCO MasterSeries LF886V Reduced Pressure Zone Detecto\ Assembly is specifically designed to protect against possible backpre sure and backsiphonage conditions for high hazard [i.e., toxic] applicatio in accordance with Local Governing Water Utility Codes. This Backflow \ Assembly is primarily used on potable drinking water systems where Local Governing Codes mandate protection from non-potable quality water being pumped or siphoned back into the potable water system. The LF886V features Lead Free construction to comply with low lead installation requirements. The Lead Free Reduced Pressure Zone Detector Assemblies shall comply with state codes and standards, where appli- cable, requiring reduced lead content. Features Field Replaceable Seats Ductile Iron Valve Body Design Stainless Steel Check Components Modular Pressure Differential Relief Valve Repairable Pressure Differential Relief Valve Clapper Check Assembly Captured 0-ring Design Auxiliary Bypass: Compact Bypass Design; Remains within Main Valve Assembly Profile Inline Serviceable 1/4" Backflow Assembly No Special Tools Required for Servicing Field Replaceable Seats & Discs Detect Potential Underground Wa4eaks Detect Unauthorized Water Usage ES-F-LF886V 1 :9-jilmaIR Model LF886V-OSY Soecifications The FEBCO MasterSeries LF886V Reduced Pressure Zone Detector Assembly shall be installed on the potable water supply and at each point of cross-connection to protect against possible backpressure and backsiphonage conditions for high hazard (ie., toxic) applications. The \anspecial bly shall consist of a main line valve body composed of two (2) inde- ntly acting approved clapper style check modules with replaceable nd disc rubbers. Servicing of both check modules does not require tools and are accessed through independent top entry covers. sembly shall be fitted with approved UL/FM inlet/outlet resilient shutoff valves and contain four (4) properly located resilient seated ks as specified by AW\NA Standard C511. The auxiliary bypass line contain k a %' x W (16 x 19mm) Water Meter that complies with ANSI! AWNA $tandard C700 coupled with an approved check assembly compl ant to A\ffNA Standard C511. The bypass line is designed to detect leaks or unautho"zed water usage of the water system while protecting against possible baà<pressure and backsiphonage conditions for high hazard (i.e., toxic) applicaons. Flow and pressure loss performance parameters shall meet the reaulrements of AW\NA Standard C511. The information con inedis not intended to replace the full prod- uct installation and s available or the experience of a trained product insta equired to thoroughly read all installation instructions and pro formation before beginning the installa- tion of this product. Inquire with gov orities for local installation requirements *The wetted surface of this product contacted by consumable water contains less than 0.25% f lead by weight. Main Valve: Inline Serviceable Assembly . • No Special Tools Required for Servicing Captured Modular Spring Assembly Reversible & Replaceable Discs Job Name Contractor Job Location Approval Engineer Contractor's P0. No. • Approval Representative FEBCO product specifications in U.S. customary units and metric are approximate and are provided for reference only. Fokprecise mea-surements, please contact FEBCO. FEBCO reserves the right to change or modify product design, construction, specificatiortç, or materials without prior notice and without incurring any obligation to make such changes and modifications on FEBCO products previkusly or subse- quently sold. \ y Approvals - Standards: Foundation for Cross-Connection Control and Hydraulic Research at The University of Southern California ]FCCCHR-USCJ ASSE 1047 **UL Classified [US & Canada] **FM IAPMO/cUPC SIF FM us <R> NO co@ Approved 1047 B64.4 *Assembly configured with UL/FM Approved OS&Y RW Gate Valves. Less gate valve assemblies are not ULIFM approved configurations. Assembly Flow Orientation: Horizontal (N-Pattern 21/2" - 8")- Approved by FCCCHR-USC, ASSE, cULus, FM, IAPMQ/cUPC Vertical Up (Z-Pattern 21/2" —8")- Approved by FCCCHR-USC, ASSE, cULus, FM, IAPMO/cUPC Standards: AW\NA Standard C511 Compliant End Connections: Compliant to ASME B16.1 Class 125 & A\MNA Class D Flange Pressure - Temperature Max. Working Pressure: 175 psi (12.1 bar) Mm. Working Pressure: 20 psi (1.4 bar) Hydrostatic Test Pressure: 350 psi (24.1 bar) Hydrostatic Safety Pressure: 700 psi (48.3 bar) Temperature Range: 330F-140°F [0.5°C- 60°C] Continuous Options - Suffix • OSY: UL/FM Approved OS&Y Gate Valves [ANSI/AW1A C515 Compliant] CFM: Totalizing Cubic feetlmin %"x 3/4" Water Meter ]ANSI/AW\NA C700 Compliant] GPM: Totalizing Gallons/mm %"x 3/4" Water Meter lANSI/AWWA C700 Compliant] LG: Less Shutoff valves; This is NOT an APPROVED ASSEMBLY Example Ordering Description: 4" LF886V-OSY-GPM -Valve Assembly fitted with OS&Y Shutoff Valves & Gallons per Minute Water Meter 4" LF886VSOSY-CFM -Valve Assembly fitted with OS&Y Shutoff Valves & Cubic Feet per Minute Water Meter Available Components Wye Strainer: FDA Approved ]ASME B16.1 Class 125 & A'MNA Class D Flange] Series 611 Valve Setter: MJ x MJ - Mechanical Joint x Mechanical Joint (A'AIiNA C111/A21.11] MJ x FL - Mechanical Joint x Flange [AtM/VA C111/A21.11; ASME B16.1 Class 125/ AWNA Class D Flange) FL x FL - Flange x Flange (ASME 816.1 Class 125 & A\MAIA Class D Flange] Materials Main Valve Body: Ductile iron Grade 65-45-12 Relief Valve Body: Ductile iron Grade 65-45-12 Coating: Fusion epoxy coated internal and external A\MNA C550-90 Shutoff Valves: OSY resilient wedge gate valve A\.MNA C515 (UL/ FM) Check Seats: Stainless Steel Disc Holder: Stainless Steel Elastomer Disc: Silicone Spring: Stainless Steel Clamp: A\MNA C606 S First Spring First Check Test Coc Isolation Shutoff Vi :heck Assembly Spring Assembly est Cock #4 hutoff Valve #2 Dimensions & Weights Below are the nominal dimensions and physical weights for the Model 886 size 21/2' through 8. Allowances must be made for normal manufacturing tolerances. Please visit our website to download a copy of this products installation instructions, or contact your local FEBCO Representative for more information. Model 1F886V Standard Orientation (N-Pattern) Model LF886V Vertical Orientation (Z-Pattern) fl MODEL LF886V ASSEMBLIES in. mm A in. mm B in. mm C in. mm 0 in. mm € in. mm F in. mm C in. mm in. H mm in, mm J in. mm K* in. mm L in. mm OSY lbs. kg. 21h 65 291/8 740 121h 318 61/4 159 251/4 642 171h 445 135/8 346 271/4 692 51h 140 11½ 283 3½ 89 16% 416 11½ 292 240 109 3 80 291A 740 12½ 318 61/4 159 251/4 654 171/4 451 14% 359 281/4 718 51h 140 11% 283 33/4 95 221/4 565 11½ 292 267 121 4 100 31% 791 14 356 7 178 27a/4 705 183/4 476 151h 394 31 787 6 152 11% 283 41h 114 231/4 591 13 330 342 155 6 150 35Y4 908 16 406 8 203 321/4 831 221A 562 18% 473 371/4 946 71/4 184 121h 316 5½ 140 301A 765 13 330 530 240 8 200 40/4 1035 18½ 470 9¼ 235 36% 933 25% 638 20% 527 41½ 1054 8½ 216 14 356 6~ 172 37~ 959 14½ 368 846 384 Notes: * Indicates nominal dimensions with OSY Gate Valves (Full Open Position) . Indicates weight of complete Backf low Assemblies with specified Gate Valves The gap drain is not designed to catch the maximum discharge possible from the relief valve. The installation of the FEBCO air gap with the drain line terminating above a floor drain will handle any normal discharge or nuisance spitting through the relief valve. However, floor drain size may need to be designed to prevent water damange caused by a catastrophic failure condition. Do not reduce the size of the drain line from the air gap fitting. 6" (LF886V) NPIe.rn Z-PalI, PSI DROP GPM 757 2278 3785 5300 1pm 7.0 11.4 17.0 fps service Flew Rated Flow UL Rated Flew 379 - 5536 1893 7.5 12.8 700 800 GPM 2650 1pm 19.1 fps 8" (LF886V) N-Pattern Z-Plttent PSI DROP rovt.e te.J I I I I F I I I I I I l I I 21 400 600 1250 1100 0000 2480 GPM 1514 3028 4543 8057 7571 9085 5pm 7.5 10.5 55.2 fps Serene Flew Rated Flew UL Rated Flew Performance • Flow capacity chart identifies valve performance based upon rated water Velocity up to 20fps Maximum service flow rate is determined by maximum rated Velocity of 7.5fps. A'MNA Manual M-22 [Appendix Ci recommends that the maximum water Velocity in the services be not more than lofps. UL flow rate is determined by typically rated Velocity of 15 feet/sec. 2.5" (LF886V) Service Flew Rated Flew UL Rated Flew N-PatZIent 22 I I I Z...201 I I I MOP II rrvvtoolnt.l .ell 10 GPM 284 568 852 8138 1pm 7.5 14.7 22.0 fps 3" (LF886V) Service Flow Rated Flew UL Rated Flow N.Paftetc 7" Z.P.ttle, 0 60 100 156 200 250 300 360 450 450 600 GPM 379 757 8536 8554 1P.7.6 14.6 22.5 1p. 4" (LF886V) Service Flew Rated Flew UL Rated Flew N-Pattern I I Z-PtteflI CROP to 'I I6 I Ic I I I 12 I- It I I I I —T- 2( I I I o . . .. . . •1 • .1, Lët!Pi A Watts Water Technologies Company ES-F-LF886V 1515 USA: Tel: (800) 767-1234 • Fax: (800) 788-4491 • FEBC0onIine.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 e FEBC0onhlne.ca Latin America: Tel: (52) 81-1001-8600 • FEBC0onIine.com © 2015 FEBCO - - - Fire Protection by Computer Design COSCO FIRE PROTECTION INC. 4990 GREENCRAIG LANE SAN DIEGO, CA 92123 858-444-2000 Job Name LG BACKFLOW REPLACEMENT Building Location : 2791 LOKER AVE W.CARLSBAD, CA 92010 System : PROOF CALC Contract : 10CA5331 Data File : 10.CA_5331 LG Backflow Replacement Proof CALC.WXF r L Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 COSCO FIRE PROTECTION INC. LG BACKFLOW REPLACEMENT HYDRAULIC CALCULATIONS for Project name: LG BACKFLOW REPLACEMENT Location: 2791 LOKER AVE W.CARLSBAD, CA 92010 Drawing no: Date: 10/21/16 Design Remote area number: PROOF CALC Remote area location: Occupancy classification: Density: NA - Gpm/SqFt Area of application: NA - SqFt Coverage per sprinkler: NA - SqFt Type of sprinklers calculated: NA No. of sprinklers calculated: NA In-rack demand: NA - GPM Hose streams: 500 - GPM Total water required (including hose streams): 2378 -GPM Type of system: PROOF CALC FOR NEW BACKFLOW Volume of dry or preaction system: NA - Gal Page 1 Date 10/21/16 @ 111.924-Psi Water supply information Date: Location: SEE PLAN Source: *Name of contractor: COSCO FIRE PROTECTION INC. Address: 4990 GREENCRAIG LANE I SAN DIEGO, CA 92123 / 858-444-2000 Phone number: 858-444-2000 Name of designer: M.KELLER Authority having jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information or gridded systems here.) THIS CALC WAS PREFORMED TO PROOVE THE INSTALLATION OF A NEW 8" RPDA EXISTING CALC CARD FLOW AND PSI AT BASE OF RISER 1878 GPM © 69.5 PSI Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WaterSup I CurveC 0 COSCO FIRèOTECTION INC. Page LG BACKFLOW REPLACEMENT Date 10/21/16 City Water Supply: Demand: Cl - Static Pressure : 117 Dl - Elevation : -1.083 C2 - Residual Pressure: 94 D2 - System Flow :1878 C2 - Residual Flow : 8000 D2 - System Pressure :111.924 Hose ( Demand) : 500 D3 - System Demand : 2378 Safety Margin : 2.638 150 140 130 P 120 - R 110 E 100 S90 80 u 70 R6° E5° 40 30 20 10 . 102000 3000 4000 5000 6000 7000 8000 9000 FLOW( N A 185) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary COSCO FIR•OTECTION INC. 0 Page LG BACKFLOW REPLACEMENT Date 10/21/16 Fitting Legend. Abbrev. Name % % 1 1% 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 L NFPA 13 Long Turn Elbow 0.5 1 2 2 2 3 4 5 5 6 8 9 13 16 18 24 27 30 34 40 T NFPA I39O Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD COSCO FIRE PROTECTION INC. Page 4 LG BACKFLOW REPLACEMENT Date 10/21/16 de Elevation K-Fact Pt Pn Flow Density Area Press Actual Actual Req. ow BOR 0.5 69.5 na 1878.0 UG1 -3.0 73.89 na BF1 -3.0 76.93 na BElA 2.166 79.69 na BF2A 2.166 91.73 na BF2 -3.0 94.44 na TEST 3.0 111.92 na 500.0 The maximum velocity is 22.34 and it occurs in the pipe between nodes UG1 and BFI S W] Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 COSCO FIRE PROTECTION INC. Page 5 LG BACKFLOW REPLACEMENT Date 10/21/16 yd. Qa Dia. Fitting Pipe Pt Pt f. "C' or Ftng's Pe Pv ******* Notes oint Qt Pf/Ft Eqv. Ln. Total Pf Pn BOR 1878.00 6.16 2L 25.822 10.666 69.500 Qa = 1878.00 to 140.0 0.0 25.822 1.516 UGI 1878.0 0.0787 0.0 36.488 2.871 Vel = 20.22 UG1 0.0 5.86 2L 23.005 11.500 73.887 to 150.0 0.0 23.005 0.0 BFI 1878.0 0.0883 0.0 34.505 3.047 Vel = 22.34 BF1 0.0 6.16 L 12.911 7.500 76.934 to 140.0 T 43.037 55.948 -2.237 BElA 1878.0 0.0787 0.0 63.448 4.992 Vel = 20.22 BFIA 0.0 8.27 0.0 2.000 79.689 to 140.0 0.0 0.0 12.000 **Fixed Loss =12 BF2A 1878.0 0.0190 0.0 2.000 0.038 Vel = 11.22 BF2A 0.0 8.27 L 20.56 5.000 91.727 to 140.0 0.0 20.560 2.237 BF2 1878.0 0.0187 0.0 25.560 0.479 Vel = 11.22 BF2 0.0 5.86 2G 7.668 143.000 94.443 to 150.0 2T 76.685 84.353 -2.599 TEST 1878.0 0.0883 0.0 227.353 20.080 Vel = 22.34 500.00 Qa = 500.00 2378.00 111.924 K Factor 224.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 0 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 2971 Loker West Ave SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 2971 Loker West Ave CITY: Carlsbad PHONE: ( 858) 444-2000 (Cosco Fire Protection) FAX NUMBER: (858) 444-2056 Largest Building (ft.2): Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Loker West Ave west of El Fuerte Street TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 130 PSI Hydrant Number (if applicable):H20788 Elevation of test 400 est. Feet Date/Time of Test1 Pitot Tube Reading:—________________ PSI Corresponding Flow - GPM': Total Flow: 81000 GPM Residual Pressure 107 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge of 20 psi greater than 8,000 gpm. 'Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Na me: Jennifer_R.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:_________________________________________ Title/Org(PrdectManager Date: 10/21/2016 2971 Loker West Ave Fire Flow Analysis 8. 8. IS IN IN 8 L I H j1p IN Prepared By: Jennifer R. MacI, P.E. - MCS Date: Friday, October 21, 2016