The URL can be used to link to this page

Home My WebLink About7130 KINGFISHER LN; ; FPC2017-0180; PermitCL7city of PERMIT REPORT C arlsbad Print Date: 12/01/2020 Permit No: FPC2017-0180 Job Address: 7130 KINGFISHER IN, CARLSBAD, CA 92011 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Underground Fire Parcel #: 2159410400 Track #: Applied: 06/29/2017 Valuation: $0.00 Lot #: Issued: 05/07/2018 Occupancy Group: Project #: Firtaled Close Out: 09/25/2019 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check#: Inspector: Plan Check #: Final Inspection: Project Title: Description: REVISION TO FOUR SEASONS RESIDENCE CLUB -UNDERGROUND Applicant: FPContractor: STRAIGHTLINE ENGINEERING INC STRAIGHTLINE ENGINEERING INC KEVIN PINCIOTTI 11127 MORENO AVE P0 BOX 1184 LAKESIDE, CA 92040-1432 LAKESIDE, CA 92040 (619) 443-3378 (619) 443-3313 FEE AMOUNT FIRE Expedited Plan Review Per Hour - Office Hours $132.00 FIRE Expedited Plan Review Per Hour - Office Hours $132.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $272.00 FIRE Reinspection (per inspection) $193.00 FIRE Underground Piping with up to 4 Hyds/Risers $733.00 Total Fees: $1,462.00 Total Payments To Date: $1,462.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System PROJECT: FOUR SEASONS RESIDENCE CLUB REMOTE AREA: AREA 2; TENNIS SHACK REMOTE AREA: HAZARD: LH X OH-1 OH-11 EH-1 EH-II NFPA STANDARD: NFPA13R EDITION: 2016 SYSTEM TYPE: WET AREA/SPRINKLER: 148 sq. ft. max. MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY SEE HEAD LEGEND THIS SHEET CALCULATION DATA: DENSITY/AREA: .10 GPM/SF OVER ENTIRE AREA END SPRINKLER: 14.8 GPM @ 7.0 PSI. NO. OF SPRINKLERS FLOWING: 5 HOSE STREAM ALLOWANCE: 100 GPM. RACK DEMAND: NA GPM DEMAND: AT BASE OF RISER 79.4 GPM @ 16.9 PSI AT PUMP DISCHARGE NA GPM @ NA PSI AT SOURCE 179.4 GPM @ 32.8 PSI FPC20I7-0180 7130 KINGFISHER LN REVISION TO FOUR SEASONS RESIDENCE CLUB - UNDERGROUND 2159410400 11/29/2018 FPC20I7-0180 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/26/2018 C:\CALC FILES\4 SEASONS AREA 2.SDF JOB TITLE: 4 SEASONS TENNIS SHACK AREA 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SC2 100.8 95.4 2175.0 100.7 179.4 32.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 179.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 79.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SC2 117.0 SOURCE 32.8 79.4 METIN 105.0 - - - - 37.0 - - - METOUT 105.0 - - - - 31.0 - - - DC2IN 110.0 - - - - 27.7 - - - DC20UT 110.0 - - - - 20.7 - - - CP1 105.0 - - - - 22.0 - - - CP2 103.0 - - - - 18.9 - - - BR2 106.5 - - - - 16.9 - - - TR2 116.0 - - - - 11.7 - - - 1 116.0 - - - - 11.1 - - - 2 116.0 - - - - 9.6 - - - 3 116.0 - - - - 9.2 - - - 4 116.0 - - - - 8.1 - - - 5 116.0 - - - - 7.9 - - - 201 115.5 K= 5.60 9.2 17.0 202 115.5 K= 5.60 8.9 16.7 203 115.5 K= 5.60 7.8 15.6 204 115.5 K= 5.60 7.5 15.3 205 115.5 K= 5.60 7.0 14.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/26/2018 C:\CALC FILES\4 SEASONS AREA 2.SDF JOB TITLE: 4 SEASONS TENNIS SHACK AREA 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 79.4 2.003 PL 10.00 PF 1.0 SC2 117.0 SRCE 32.8 (N/A) 8.1 150 FTG TG PE 5.2 METIN 105.0 0.0 37.0 0.0 0.047 TL 21.50 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE METIN 105.0 0.0 37.0 0.0 6.0 psi, 79.5 gpm METOUT 105.0 0.0 31.0 0.0 Pipe: 3 79.5 1.985 PL 10.00 PF 1.1 METOUT 105.0 0.0 31.0 0.0 8.2 150 FTG 2E PE -2.2 DC2IN 110.0 0.0 27.7 0.0 0.049 TL 22.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE DC2IN 110.0 0.0 27.7 0.0 . 7.0 psi, 79.5 gpm DC20UT 110.0 0.0 20.7 0.0 Pipe: 5 79.5 1.985 PL 5.00 PF 0.8 DC20UT 110.0 0.0 20.7 0.0 8.2 150 FTG 2E PE 2.2 CP1 105.0 0.0 22.0 0.0 0.049 TL 17.00 PV Pipe: 6 79.5 2.003 PL 57.00 PF 4.0 CP1 105.0 0.0 22.0 0.0 8.1 150 FTG 3E PE 0.9 CP2 103.0 0.0 18.9 0.0 0.047 TL 84.00 PV Pipe: 7 79.5 1.985 PL 3.50 PF 0.5 CP2 103.0 0.0 18.9 0.0 8.2 150 FTG E PE -1.5 BR2 106.5 0.0 16.9 0.0 0.049 TL 9.50 PV Pipe: 8 79.5 2.203 PL 11.50 PF 1.1 BR2 106.5 0.0 16.9 0.0 6.7 120 FTG 2E PE -4.1 TR2 116.0 0.0 11.7 0.0 0.045 TL 25.14 PV Pipe: 9 79.5 2.003 PL 3.50 PF 0.6 TR2 116.0 0.0 11.7 0.0 8.1 150 FTG E PE 0.0 1 116.0 0.0 11.1 0.0 0.047 TL 12.50 PV Pipe: 10 . 33.7 1.101 PL 3.33 PF 1.5 1 116.0 0.0 11.1 0.0 11.4 150 FTG T PE 0.0 2 116.0 0.0 9.6 0.0 0.179 TL 8.33 PV Pipe: 11 16.7 1.101 PL 8.00 PP 0.4 2 116.0 0.0 9.6 0.0 5.6 150 FTG ---- PE 0.0 3 116.0 0.0 9.2 0.0 0.049 TL 8.00 PV Pipe: 12 17.0 1.101 PL 1.50 PF 0.6 2 116.0 0.0 9.6 0.0 5.7 150 FTG ET PE 0.2 201 115.5 5.6 9.2 17.0 0.050 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/26/2018 C:\CALC FILES\4 SEASONS AREA 2.SDP JOB TITLE: 4 SEASONS TENNIS SHACK AREA 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 16.7 1.101 PL 1.50 PP 0.6 3 116.0 0.0 9.2 0.0 5.6 150 FTG PT PP 0.2 202 115.5 5.6 8.9 16.7 0.049 TL 11.50 PV Pipe: 14 45.8 1.101 PL 4.50 PP 3.0 1 116.0 0.0 11.1 0.0 15.4 150 FTG T PE 0.0 4 116.0 0.0 8.1 0.0 0.315 TL 9.50 PV Pipe: 15 30.2 1.101 PL 1.58 PP 0.2 4 116.0 0.0 8.1 0.0 10.2 150 FTG ---- PE 0.0 5 116.0 0.0 7.9 0.0 0.145 TL 1.58 PV Pipe: 16 15.6 1.101 PL 2.67 PP 0.5 4 116.0 0.0 8.1 0.0 5.3 150 FTG ET PP 0.2 203 115.5 5.6 7.8 15.6 0.043 TL 12.67 PV Pipe: 17 15.3 1.101 PL 3.75 PP 0.6 5 116.0 0.0 7.9 0.0 5.2 150 FTG ET PP 0.2 204 115.5 5.6 7.5 15.3 0.042 TL 13.75 PV Pipe: 18 14.8 1.101 PL 12.75 PP 1.1 5 116.0 0.0 7.9 0.0 5.0 150 FTG 2ET PE 0.2 205 115.5 5.6 7.0 14.8 0.039 TL 27.75 PV NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16071188 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.099 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.4 ft/sec at pipe 14. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SC2 under full flow conditions is 100.69 psi with a flow of 270.95 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/26/2018 C:\CALC FILES\4 SEASONS AREA 2.SDF JOB TITLE: 4 SEASONS TENNIS SHACK AREA 2 (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD1.PIP PAGE: G MATERIAL: Eddyflow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G P45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 2.003 2.00 9.00 10.00 1.00 1.00 17.00 1.50 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Kouplg ChkVlv GatVlv NPTee 1.985 6.00 12.00 2.00 4.00 0.50 14.00 1.00 12.00 LEGEND 1 gAvailable pressure 100.75 psi @ 179.4 gpm 2 gRequired pressure 32.77 psi @ 179.4 gpm A gAvail. OnSite Demand Pre5 100.75 psi @ 79.4 gpm A qReq. OnSite Demand Press. 32.77 psi @ 79.4 gpm Source Supply Curve System Demand Curve Available at Source 1011 A G A U 80. G E P P. 60. B S S U R 40.' E 2A p 20. I [II -14. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/26/2018 C:\CALC FILES\4 SEASONS AREA 2.SDF JOB TITLE: 4 SEASONS TENNIS SHACK AREA 2 WATER SUPPLY ANALYSIS Static: 100.80 psi Resid: 95.40 psi Flow: 2175.0 gpm 60(90012001500 1800 2100 2400 2700 3000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/26/2018 C:\CALC FILES\4 SEASONS AREA 2.SDF JOB TITLE: 4 SEASONS TENNIS SHACK AREA 2 WATER SUPPLY CURVE 108+ 0\\\\\\ 99+ \\\\\\\ I \\\\\\\ I * <-95.4 Psi @ 2175 gpm I Flow Test Point 90+ 81+ P 72+ R I E I S I S 63+ U I R I E I 54+ P I S I I 45+ 36+ x 27+ 18+ LEGEND I X = Required Water Supply I 32.77 psi @ 179.4 gpm 9+ I 0 = Available Water Supply I 100.75 psi @ 179.4 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) No. 148 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: Four Seasons Residence Club SR#: PROJECT ADDRESS: (Assigned upon plan submittal) CITY: Carlsbad PHONE: ( 619) 572-1407 (Paramount Fire Systems, Inc.) FAX NUMBER: 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): Kingfisher Lane at Aviara Parkway TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 112 PSI Hydrant Number (if applicable):H40159 Elevation of test: 117 Feet Main Size: 8 INCH Pressure Zone: 375 Feet Date/Time of Test: itot Tube Reading - - - - - PSI corresponding Flow -- - - GPM Total Flow: 2,175 GPM Residual Pressure 106 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge at 20 psi of 6,910 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 2,175 gpm. There was no specific request forfire flow from the Client or Fire Department. 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: Name:jJj r e:n*. Mael, P.E. Signat TitIe/O Manager Eng. Lic. No. (if applicable): C69606 Date: 04/02/2018 I I- Th _ ELij" 0 8 1 8 I 0 CD 8" CD AOOLp DR8. C) 8 _ Uu;I148_/IFfl_\ MODEL 350ADA with OS&Y Option — — MODEL 350ADA with BGVIC II I ZURN Model 35OADA WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AWWA Compliant C510 (with gates only), and C550 CSA® Certified UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA221-04M-2 (2 1/2 - 8°) NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Features Sizes: 2 1/2*, 3", 4°, 6°, 8°, 101, Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI B16.1 Class 125 *2 1/2" & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pkg.) WEIGHT MODEL WITHOUT WITH OS&Y WITH OS&Y WITH BUTTERFLY 350ADA SIZE GATES GATES (GXF) GATES (GXG) VALVES (GXG) In. mm lbs. kg lbs. I kg lbs. I kg lbs. kg 2 1/2 65 105 47.5 207 94 199 90.3 123.8 56.2 3 80 104 47 224 101.5 214 97 124.4 56.5 4 100 91 41.3 245 111 219 99.4 123 55.8 6 150 141 64 377 171 347 158 193 87.6 8 200 302 137 778 353.2 754 342.3 410 186 10 1 250 1 355 161 1 1040 1 472.7 918 416.5 527 1 239.3 0 (with OS&Y gates) (with BGVIC valves) Options (Suffixes can be combined) O - with flanged end OS & Y gate valves (standard) 0 L - less shut-off valves (grooved body connections) O LM - less water meter U - with remote reading meter U - with gallon meter (standard) U CFM - with cu ft meter U CMM - with cu meter meter U G - with grooved end OS&Y gate valves U FG - with flanged inlet gate connection and grooved outlet gate connection O P1 - with Post Indicator Gate Valves (4"-1 0") UBGVIC - with grooved end butterfly valves valves with integral supervisory switches Accessories U Repair kit (rubber only) U Thermal expansion tank (Model XI) U OS & Y Gate valve tamper switch (OSY-40) MODEL DIMENSION (approximate) 350ADA A WITH B LESS E E WITH SIZE A BUTTERFLY GATE C 0 OS&Y OPEN OS&Y BUTTERFLY F G Attention: VALVES VALVES CLOSED VALVES in I mm in I mm in I mm in mm in Imm in mm in I mm in I mm in mm in I mm in mm Model 350ADA (grooved body) and Model 350DA (flange body) 21/2 65 351/8 892 32118 816 201/8 511 41/2 114 9 229 163/81 416 137/8 352 8 203 6 1 152 71/4 164 3 80 361/8 918 33 838 201/8 511 41/2 114 9 229 187/8 479 155/8 397 8 203 6 152 71/4 184, 4 100 381/4 972 331/4 845 119 7/8 505 41/2 114 9 229 223/4 578 181/4 464 91/8 232 6 152 8 203 have different lay lengths - 6 - - - - - - - 150471/41200401/41022257/865751/2140101/2267301/8765233/4603101/82577 - - - - - - - - 178 - 10 - 254 8 200 62 1575 55 1397 381/2 58112114851381/21978110 978 10 254 12 305 373/4 959 29114 743 1115/16 303 81/2 216 11 279 10 250 645/8 1642 1254 12 305 453/4 1162 353/8 899 135/16 338 81/2 216 12 305 Zurn Industries, LLC I Wilkins Rev. B 1747 commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 12/13 In Canada I Zurn Industries Limited Document No. BF-350ADA 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Patent No. 5, 913, 331 Product No. Model 350ADA www.zurn.com Page 1 of 2 Flow Characteristics ORated now (established by approval agencies) 0.0 2 15 U) 10 MODEL 350ADA 2 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (l/s) 12.6 25.2 37.9 50.5 104 69 35 0 CL IL 0 200 400 600 800 FLOW RATES (GPM) MODEL 350ADA 6", 8" & 10" (STANDARD & METRIC) FLOW RATES (Us) 0.0 63.1 126.2 189.3 252.4 ca 10 00 1000 2000 FLOW RATES (GPM) 3000 Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12 (305mm) and a maximum of 30 (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 21/211 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 5288 PROTECTIVE -! ENCLOSURE F - 2' MIN. 30" MAX. DIRECTION OF FLOW MODEL 350ADABGVIC (Vertical Installation) MODEL 350ADA (Outdoor Installation) Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 ZURN Model 950XLTDABF WILKINS Double Check Detector Assembly Application Designed for installation on potable water connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 950XLTDABF shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance UL® Classified (horizontal & vertical) C-UL® Classified (horizontal & vertical) ASSE Listed 1048 (horizontal & vertical) AWWA Compliant C510 (horizontal & vertical) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (horizontal & vertical) Materials Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA approved) Buna Nitrile (FDA approved) Polymers NorylTM, NSF Listed Springs Stainless Steel, 300 series Test cock cover Plastic Features Sizes: 2° Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections (Threaded) ANSI 131 .20.1 950XLTDABFSS Options (suffixes can be combined) SS - with butterfly valve supervisory switches (UL and FM Approved for indoor and outdoor use) LM - less water meter Lii - with gal meter (standard) Li CFM - with cu ft meter Accessories Li Repair kit (rubber only) Test Cock Lock (Model TCL24) Li QT-SET quick test fitting set Dimensions & Weights (do not include pkg.) MODEL SIZE in. mm DIMENSIONS (approximate) WEIGHT A in. mm B in. mm C in. mm D in. mm E in mm lbs. kg 2 50 26 660.4 23 1/8 587.4 3 76.2 7 1/2 190.5 10 3/8 263.5 36 16.3 Zurn Industries, LLC I Wilkins 1747 Commerce way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Rev. A Date: 3/12 Document No. BF-950XLTDABF Product No. Model 950XLTDABF www.zurn.com I Page 1 of 2 MODEL 950XLTDABF 2" (STANDARD) FLOW RATE (Ifs) 9.5 12.6 6.3 U13 15 -J i 10 Flow Characteristics A 0.0 3.2 20 ORated Flow (established by approval agencies) 15.8 138 , 103 o 9 69 w 34 0 ly a. 100 150 200 250 FLOW RATE (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12° (305mm) and a maximum of 30° (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. OUTDOOR INSTALLATION VERTICAL INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE Listed 1048, and supplied with butterfly valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be SILICONE. The first and second check shall be located at a 45° angle and ac- cessible for maintenance from the top of the device, without removing the device from the line. Each check shall have sepa- rate access covers and test cocks shall be accessible from the top of the device. Test cocks shall be protected from debris by a plug. The Double Check Detector Backflow Prevention Assembly shall be a ZURN WILKINS Model 950XLTDABF. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 11.2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 HYDRAULIC SYSTEM This Building Is Protected By A Hydraulically Designed Automatic Sprinkler System PROJECT: FOUR SEASONS RESIDENCE CLUB REMOTE AREA: AREA 1; STORAGE BUILDING REMOTE AREA: HAZARD: LH - OH-1 - OH-11 _X_ EH-1 - EH-II NFPA STANDARD: NFPA13 EDITION: 2016 SYSTEM TYPE: WET AREA/SPRINKLER: 130 sq. ft. MANUFACTURER: TYCO MODEL TYPE K-FACTOR SIZE DEGREE QTY SEE HEAD LEGEND THIS SHEET CALCULATION DATA: DENSITY/AREA: .20 GPM/SF OVER ENTIRE AREA END SPRINKLER: 26.0 GPM @ 21.6 PSI. NO. OF SPRINKLERS FLOWING: 14 HOSE STREAM ALLOWANCE: 250 GPM. RACK DEMAND: NA GPM DEMAND: AT BASE OF RISER 396.1 GPM @ 67.1 PSI AT PUMP DISCHARGE NA GPM @ NA PSI ATSOURCE 646.1 GPM@ 74.1 PSI FPC20I7-0180 7130 KINGFISHER LN REVISION TO FOUR SEASONS RESIDENCE CLUB - UNDERGROUND 2159410400 11/29/2018 FPC20I7-0180 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/23/2018 C:\CALC FILES\4 SEASONS AREA 1.SDF JOB TITLE: 4 SEASONS STORAGE BLDG AREA 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SC1 100.8 95.4 2175.0 100.2 646.1 74.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 646.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 396.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SC1 117.0 SOURCE 74.1 396.1 DPi 109.0 - - - - 77.2 - - - DC1IN 114.0 - - - - 74.3 - - - DC10UT 114.0 - - - - 70.3 - - - DP2 109.0 - - - - 71.1 - - - DP3 102.0 - - - - 69.6 - - - BR1 106.5 - - - - 67.1 - - - TR1 118.0 - - - - 43.0 - - - 1 118.0 - - - - 37.7 - - - 2 118.0 - - - - 36.5 - - - 3 118.0 - - - - 35.6 - - - 4 118.0 - - - - 34.3 - - - 5 118.0 - - - - 33.7 - - - 1.1 119.8 - - - - 32.4 - - - 6 119.8 - - - - 32.3 - - - 1.2 119.8 - - - - 29.9 - - - 1.4 119.8 - - - - 29.4 - - - 7 119.8 - - - - 29.3 - - - 1.5 119.8 - - - - 27.2 - - - 1.6 118.0 - - - - 27.8 - - - 1.7 118.0 - - - - 25.4 - - - 1.8 118.0 - - - - 23.1 - - - 1.9 118.0 - - - - 22.7 - - - 1.10 118.0 - - - - 22.7 - - - 1.11 118.0 - - - - 22.8 - - - 1.12 118.0 - - - - 24.3 - - - 1.13 118.0 - - - - 26.0 - - - 1.14 118.0 - - - - 29.2 - - - 101 118.8 K= 5.60 30.7 31.0 102 118.8 K= 5.60 28.4 29.8 103 117.0 K= 5.60 34.2 32.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/23/2018 C:\CALC FILES\4 SEASONS AREA 1.SDF JOB TITLE: 4 SEASONS STORAGE BLDG AREA 1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) 104 118.8 K= 5.60 27.8 29.5 105 118.8 K= 5.60 25.7 28.4 106 117.0 K= 5.60 26.1 28.6 107 117.0 K= 5.60 23.9 27.4 108 117.0 K= 5.60 22.0 26.3 109 117.0 K= 5.60 21.6 26.0 110 117.0 K= 5.60 21.6 26.0 111 117.0 K= 5.60 21.7 26.1 112 117.0 K= 5.60 23.1 26.9 113 117.0 K= 5.60 24.7 27.8 114 117.0 K= 5.60 27.6 29.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/23/2018 C:\CALC FILES\4 SEASONS AREA 1.SDF JOB TITLE: 4 SEASONS STORAGE BLDG AREA 1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 396.1 5.840 PL 10.00 PP 0.3 SC1 117.0 SRCE 74.1 (N/A) 4.7 150 FTG TG PE 3.5 DPi 109.0 0.0 77.2 0.0 0.005 TL 62.00 PV Pipe: 2 396.0 4.220 PL 5.00 PF 0.7 DPi 109.0 0.0 77.2 0.0 9.1 140 FTG 2L PE -2.2 DC1IN 114.0 0.0 74.3 0.0 0.028 TL 25.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE DC1IN 114.0 0.0 74.3 0.0 4.0 psi, 396.0 gpm DC10UT 114.0 0.0 70.3 0.0 Pipe: 4 396.0 4.220 PL 5.00 PF 1.4 DC10UT 114.0 0.0 70.3 0.0 9.1 140 FTG TL PE 2.2 DP2 109.0 0.0 71.1 0.0 0.028 TL 49.00 PV Pipe: 5 396.0 4.060 PL 126.00 PP 4.6 DP2 109.0 0.0 71.1 0.0 9.8 150 FTG 3L PE 3.0 DP3 102.0 0.0 69.6 0.0 0.030 TL 156.00 PV Pipe: 6 396.0 4.220 PL 10.00 PF 0.6 DP3 102.0 0.0 69.6 0.0 9.1 140 FTG L PE -1.9 BR1 106.5 0.0 67.1 0.0 0.028 TL 20.00 PV Pipe: 7 396.0 2.203 PL 13.50 PF 19.1 BR1 106.5 0.0 67.1 0.0 33.3 120 FTG 2L PE -5.0 TR1 118.0 0.0 43.0 0.0 0.879 TL 21.68 PV Pipe: 8 396.0 2.203 FL 2.00 PP 5.4 TR1 118.0 0.0 43.0 0.0 33.3 120 FTG L PE 0.0 1 118.0 0.0 37.7 0.0 0.879 TL 6.09 PV Pipe: 9 335.2 2.203 PL 1.83 PP 1.2 1 118.0 0.0 37.7 0.0 28.2 120 FTG ---- PR 0.0 2 118.0 0.0 36.5 0.0 0.646 TL 1.83 PV Pipe: 10 302.5 2.203 FL 1.67 PP 0.9 2 118.0 0.0 36.5 0.0 25.5 120 FTG ---- FE 0.0 3 118.0 0.0 35.6 0.0 0.534 TL 1.67 PV Pipe: ii 187.4 2.203 PL 5.83 PP 1.3 3 118.0 0.0 35.6 0.0 15.8 120 FTG ---- PE 0.0 4 118.0 0.0 34.3 0.0 0.220 TL 5.83 PV Pipe: 12 129.5 2.203 PL 5.00 PP 0.6 4 118.0 0.0 34.3 0.0 10.9 120 FTG ---- PE 0.0 5 118.0 0.0 33.7 0.0 0.111 TL 5.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/23/2018 C:\CALC FILES\4 SEASONS AREA 1.SDF JOB TITLE: 4 SEASONS STORAGE BLDG AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 60.8 1.408 PL 9.58 PF 4.5 1 118.0 0.0 37.7 0.0 12.5 120 FTG ET PE -0.8 1.1 119.8 0.0 32.4 0.0 0.243 TL 18.58 PV Pipe: 14 29.8 1.408 PL 2.00 PF 0.1 1.1 119.8 0.0 32.4 0.0 6.1 120 FTG ---- PE 0.0 6 119.8 0.0 32.3 0.0 0.065 TL 2.00 PV Pipe: 15 29.8 1.080 PL 10.00 PF 2.4 6 119.8 0.0 32.3 0.0 10.4 120 FTG ---- PE 0.0 1.2 119.8 0.0 29.9 0.0 0.236 TL 10.00 PV Pipe: 16 31.0 1.080 FL 1.33 PF 2.1 1.1 119.8 0.0 32.4 0.0 10.9 120 FTG ET PE 0.4 101 118.8 5.6 30.7 31.0 0.254 TL 8.33 PV Pipe: 17 29.8 1.080 PL 1.33 PF 2.0 1.2 119.8 0.0 29.9 0.0 10.4 120 FTG ET PE 0.4 102 118.8 5.6 28.4 29.8 0.236 TL 8.33 PV Pipe: 18 32.7 1.080 PL 2.75 PF 2.7 2 118.0 0.0 36.5 0.0 11.5 120 FTG ET FE 0.4 103 117.0 5.6 34.2 32.7 0.281 TL 9.75 PV Pipe: 19 57.9 1.408 FL 9.58 PF 4.1 4 118.0 0.0 34.3 0.0 11.9 120 FTG ET FE -0.8 1.4 119.8 0.0 29.4 0.0 0.222 TL 18.58 PV Pipe: 20 28.4 1.408 PL 2.50 PF 0.1 1.4 119.8 0.0 29.4 0.0 5.9 120 FTG ---- FE 0.0 7 119.8 0.0 29.3 0.0 0.059 TL 2.50 PV Pipe: 21 28.4 1.080 FL 9.50 PF 2.1 7 119.8 0.0 29.3 0.0 9.9 120 FTG ---- FE 0.0 1.5 119.8 0.0 27.2 0.0 0.216 TL 9.50 PV Pipe: 22 29.5 1.080 PL 2.00 PF 2.1 1.4 119.8 0.0 29.4 0.0 10.3 120 FTG ET FE 0.4 104 118.8 5.6 27.8 29.5 0.232 TL 9.00 FV Pipe: 23 28.4 1.080 FL 2.00 PF 1.9 1.5 119.8 0.0 27.2 0.0 9.9 120 FTG ET PE 0.4 105 118.8 5.6 25.7 28.4 0.216 TL 9.00 PV Pipe: 24 115.1 1.639 FL 12.58 PF 7.8 3 118.0 0.0 35.6 0.0 17.5 120 FTG T FE 0.0 1.6 118.0 0.0 27.8 0.0 0.377 TL 20.58 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/23/2018 C:\CALC FILES\4 SEASONS AREA 1.SDF JOB TITLE: 4 SEASONS STORAGE BLDG AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 86.4 1.639 PL 10.83 PP 2.4 1.6 118.0 0.0 27.8 0.0 13.1 120 FTG ---- PE 0.0 1.7 118.0 0.0 25.4 0.0 0.222 TL 10.83 PV Pipe: 26 59.1 1.639 PL 13.17 PP 2.3 1.7 118.0 0.0 25.4 0.0 9.0 120 FTG 2E FE 0.0 1.8 118.0 0.0 23.1 0.0 0.110 TL 21.17 PV Pipe: 27 32.8 1.639 PL 10.00 PF 0.4 1.8 118.0 0.0 23.1 0.0 5.0 120 FTG ---- PE 0.0 1.9 118.0 0.0 22.7 0.0 0.037 TL 10.00 PV Pipe: 28 6.8 1.639 PL 15.33 PP 0.0 1.9 118.0 0.0 22.7 0.0 1.0 120 FTG 2E PE 0.0 1.10 118.0 0.0 22.7 0.0 0.002 TL 23.33 PV Pipe: 29 -19.2 1.639 PL 10.00 PF 0.1 1.10 118.0 0.0 22.7 0.0 2.9 120 FTG ---- PE 0.0 1.11 118.0 0.0 22.8 0.0 0.014 TL 10.00 PV Pipe: 30 -45.3 1.639 PL 14.00 PP 1.5 1.11 118.0 0.0 22.8 0.0 6.9 120 FTG 2E PE 0.0 1.12 118.0 0.0 24.3 0.0 0.067 TL 22.00 PV Pipe: 31 -72.2 1.639 PL 10.83 PP 1.7 1.12 118.0 0.0 24.3 0.0 11.0 120 FTG ---- PE 0.0 1.13 118.0 0.0 26.0 0.0 0.159 TL 10.83 PV Pipe: 32 -100.0 1.639 FL 10.83 PF 3.2 1.13 118.0 0.0 26.0 0.0 15.2 120 FTG ---- PE 0.0 1.14 118.0 0.0 29.2 0.0 0.291 TL 10.83 PV Pipe: 33 -129.5 1.639 PL 1.75 PP 4.6 1.14 118.0 0.0 29.2 0.0 19.7 120 FTG T PE 0.0 5 118.0 0.0 33.7 0.0 0.469 TL 9.75 PV Pipe: 34 28.6 1.080 FL 2.67 PP 2.1 1.6 118.0 0.0 27.8 0.0 10.0 120 FTG ET PE 0.4 106 117.0 5.6 26.1 28.6 0.219 TL 9.67 PV Pipe: 35 27.4 1.080 PL 2.67 PP 2.0 1.7 118.0 0.0 25.4 0.0 9.6 120 FTG ET PE 0.4 107 117.0 5.6 23.9 27.4 0.202 TL 9.67 PV Pipe: 36 26.3 1.080 PL 1.33 PP 1.6 1.8 118.0 0.0 23.1 0.0 9.2 120 FTG ET PE 0.4 108 117.0 5.6 22.0 26.3 0.187 TL 8.33 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/23/2018 C:\CALC FILES\4 SEASONS AREA 1.SDF JOB TITLE: 4 SEASONS STORAGE BLDG AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 37 26.0 1.080 PL 1.33 PF 1.5 1.9 118.0 0.0 22.7 0.0 9.1 120 FTG ET FE 0.4 109 117.0 5.6 21.6 26.0 0.184 TL 8.33 PV Pipe: 38 26.0 1.080 PL 1.50 PF 1.6 1.10 118.0 0.0 22.7 0.0 9.1 120 FTG ET FE 0.4 110 117.0 5.6 21.6 26.0 0.183 TL 8.50 PV Pipe: 39 26.1 1.080 PL 1.50 PF 1.6 1.11 118.0 0.0 22.8 0.0 9.1 120 FTG ET PE 0.4 111 117.0 5.6 21.7 26.1 0.184 TL 8.50 PV Pipe: 40 26.9 1.080 FL 1.50 PF 1.7 1.12 118.0 0.0 24.3 0.0 9.4 120 FTG ET FE 0.4 112 117.0 5.6 23.1 26.9 0.195 TL 8.50 PV Pipe: 41 27.8 1.080 FL 1.50 PF 1.8 1.13 118.0 0.0 26.0 0.0 9.7 120 FTG ET PE 0.4 113 117.0 5.6 24.7 27.8 0.208 TL 8.50 PV Pipe: 42 29.4 1.080 FL 1.50 PF 2.0 1.14 118.0 0.0 29.2 0.0 10.3 120 FTG ET FE 0.4 114 117.0 5.6 27.6 29.4 0.231 TL 8.50 PV NOTES (HASS) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16071188 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.133 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 33.3 ft/sec at pipe 8. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SCl under full flow conditions is 100.11 psi with a flow of 717.72 gpm. I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/23/2018 C:\CALC FILES\4 SEASONS AREA 1.SDF JOB TITLE: 4 SEASONS STORAGE BLDG AREA 1 (6) PIPE FITTINGS TABLE User Pipe Table Name: STANDARD1.PIP PAGE: C MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPViv NPTee 4.060 17.00 34.00 10.00 37.00 20.00 3.00 34.00 13.00 34.00 5.840 22.00 47.00 14.00 51.00 16.00 5.00 47.00 13.00 47.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 PAGE: G MATERIAL: Eddyfiow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPV1v NPTee 2.203 6.82 13.64 4.09 15.00 8.18 1.36 13.64 13.64 13.64 PAGE: H MATERIAL: Eddythread HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.080 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.408 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.639 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 120.0 100 G A U 80.0 G E 2P P R 60.0 E S S U R 40.0 E p20.0 5 i 0I -14.7 V SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/23/2018 C:\CALC FILES\4 SEASONS AREA 1.SDF JOB TITLE: 4 SEASONS STORAGE BLDG AREA 1 WATER SUPPLY ANALYSIS Static: 100.80 psi Resid: 95.40 psi Flow: 2175.0 gpm LEGEND Available pressure 100.23 psi @ 646.1 gpm Required pressure 74.05 psi @ 646.1 gpm Avail. OnSite Demand Pre 100.23 psi @ 396.1 gpm Req. OnSite Demand Press 74.05 psi 8 396.1 gpm Source Supply Curve System Demand Curve Available at Source 60(90012001500 1800 2100 2400 2700 3000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/23/2018 C:\CALC FILES\4 SEASONS AREA 1.SDF JOB TITLE: 4 SEASONS STORAGE BLDG AREA 1 WATER SUPPLY CURVE 108+ *\Q\\\\ 99+ \\\\\\\ I \\\\\\\ I * <-95.4 psi 8 2175 gpm Flow Test Point 90+ 81+ lx P 72+ R I E I S I 5 63+ U I R I E I 54+ P S I I 45+ 36+ 27+ 18+ LEGEND IT I X = Required Water Supply I 74.05 psi @ 646.1 gpm 9+ I 0 = Available Water Supply I 100.23 psi 8 646.1 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 8001200 1600 2000 2400 2800 3200 3600 4000 FLOW (GPM) FOUR SEASONS RESIDENCE CLUB SDP 86-02E IN THE CITY OF CARLSBAD CALCULATIONS FOR FIRE SPRINKLER SERVICE AVAILABLE PRESSURE AT THE BASE OF RISER FOR 4" FIRE SPRINKLER SERVICE TO STORAGE UNIT IM December 19, 2018 Prepared by: Dexter Wilson Engineering, Inc. 2234 Faraday Avenue Carlsbad, CA 92008 760-438-4422 Job No. 002-000 DEXTER WILSON ENGINEERING, INC. _J LL sj1L 4li_L ----------- —J------ LJ IL Yb- SS ii Y -- ___ - I I I $ I i1; i iI iiIiLITI I I I I I I I II I Ti -------------- - H ---- -- - ----- --- - -------- -- ------ -- ------- V"t I I I II JOB NO. BY SUBJECT i DATE SHEET NO. DEXTER WILSON ENGINEERING, INC. F!-j:ii1iti - -H- H -I ------ 4i is xf t± ILI IIHI II UileA; 14 Li cAt LL 3L LLkc - - --------r-- ----"----- - ... --------------. -- - - II'i Iii ILiTt; (4 vie Li L hriJLi IkL L --------------L_i i.t----h_i. IIi : 47 iEtiI IIIi tI 1:1 - JOB NO. BY SUBJECT DATE SHEET NO. 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: Four Seasons Residence Club SR#: (Assigned upon plan submittal) PROJECT ADDRESS: CITY: Carlsbad PHONE: (619 ) 572-1407 (Paramount Fire Systems, Inc.) FAX NUMBER: 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): Kingfisher Lane at Aviara Parkway TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 112 PSI Hydrant Number (if applicable):H40159 Elevation of test: 117 Feet Main Size: 8 INCH Pressure Zone 375 Feet Date/Time of Test Pitot Tube Reading: PSI Corresponding Flow: .. GPM Total Flow: 2,175 GPM Residual Pressure106PSI At peak demand, this water system is capable of providing a fire flow discharge at 20 psi of 6,910 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 2,175 gpm. There was no specific requestforfire flow from the Client or Fire Department. 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 Name: Jen nifer R. Mael, P.E. Eng, Lic. No. (if applicable):C69606 Signature Title/Org(Piect Manager Date: 04/02/2018 Four Seasons Resi dence Club (Storage) - Fire How Analysis Fire Hydrant Flow Test Date 04/02/2018 Gauge Hydrant Location Kingfisher Lane atAviara Pkwy Elev. 117 feet Flow Hydrant Location Kingfisher Lane at Aviara Pkwy Elev. 117 feet Input Flow Test Results Static Pressure 112 PSI Residual Pressure 106 PSI Hydrant Flow 2175 GPM Actual Hydrant Elevation 117 Feet HGL 375.5 Feet Estimated Hydrant Elevation Feet HGL 0.0 Feet Equation AH = k Q185 k = 9.27016E-06 Extrapolated Calculations Q, gpm Residual Pressure Available HGL 50 112.0 psi 375.5 ft 79.4 112.0 psi 375.5 ft 100 112.0 psi 375.4 ft 179.4 111.9 psi 375.4 ft 200 111.9 psi 375.3 ft 250 111.9 psi 375.2 ft 300 111.8 psi 375.1 ft 350 111.8 psi 375.0 ft 396.1 111.7 psi 374.9 ft 400 111.7 psi 374.9 ft 450 111.7 psi 374.7 ft 500 111.6 psi 374.6 ft 550 111.5 psi 374.4 ft 600 111.4 psi 374.2 ft 646.1 111.4 psi 374.0 ft 700 111.3 psi 373.8 ft 750 111.2 psi 373.6ft 800 111.1 psi 373.3 ft 850 110.9 psi 373.1 ft 900 110.8 psi 372.8 ft 950 110.7 psi 372.5 ft 1000 110.6 psi 372.2 ft 1100 110.3 psi 371.6 ft Residual Pressure, psi Available Flow, gpm 0 psi 10,581 20 psi 9,514 40 psi 8,333 60 psi 6,989 80 psi 5,376 90 psi 4,390 100 psi 3,164 106 psi 2,175 110 psi 1,201 psi psi psi psi psi psi psi \\ARTIC\Docs\002-000. Small Jobs - No Job #\2018-12-19 Four Seasons Residence Club Fire Sprinkler Sys\2018-12-19 Fire Flow Test Equivalent HGL -4 Seasons Residence Club.xlsx/Fire Flow Test Equivalent HGL Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350ADA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Horizontal & Vertical) ASSE® Listed 1048 AWWA Compliant C510 (with gates only), and C550 CSA® Certified UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA221-04M-2 (2 1/2 - 8") NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTEND Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved electrostatic epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners & springs Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Features Sizes: 2 1/20*, 30* , 4", 6", 8", 10" Maximum working water pressure 175 PSI Maximum working water temperature 1400F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA 0606 (Flanged) ANSI B16.1 Class 125 *2 1/2" & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pg MODEL WEIGHT 350ADA WITHOUT WITH OS&Y WITHos&v WITH BUTTERFLY SIZE GATES GATES (GXF) GATES (GXG) VALVES (GXG) in. mm lbs. I kg lbs. I kg lbs. kg lbs. I kg 2 1/2 65 105 47.5 207 94 199 90.3 123.8 56.2 3 80 104 47 224 101.5 214 97 124.4 56.5 4 100 91 41.3 245 111 219 99.4 123 55.8 6 150 141 64 377 171 347 158 193 87.6 8 200 302 137 778 353.2 754 342.3 410 186 10 250 355 161 1040 472.7 918 416.5 527 239.3 qA AM Aft. (with OS&Y gates) (with BGVIC valves) Options (Suffixes can be combined) U - with flanged end OS & Y gate valves (standard) U L - less shut-off valves (grooved body connections) U LM - less water meter U - with remote reading meter U - with gallon meter (standard) U OEM - with cu ft meter U 0MM - with cu meter meter U G - with grooved end OS&Y gate valves U FG - with flanged inlet gate connection and grooved outlet gate connection U P1 - with Post Indicator Gate Valves (4-10") DBGVIC - with grooved end butterfly valves valves with integral supervisory switches Accessories U Repair kit (rubber only) O Thermal expansion tank (Model XT) U OS & Y Gate valve tamper switch (OSY-40) 00, j IF HHB Cl D MODEL 350ADA with E BGVIG option IF MODEL 350ADA with OS&Y option MODEL DIMENSION (approximate) 350ADA A WITH B LESS E E WITH SIZE A BU1TERFLY GATE C D OS&Y OPEN OS&Y BUTTERFLY F G Attention: VALVES VALVES CLOSED VALVES in mm in I mm in I mm in 1mm in 1mm in Imm in I mm in I man in I mm in I mm in mm Model 35OADA (grooved body) and Model 350DA (flange body) have different lay 21/2 65 351/8 892 321/8 816 201/8 1511 41/2 114 9 229 163/8 416 13 7/81352 8 203 6 1152 71/4 164 380331 965338 01/8151141/2 1149_229187/8 479155/8 3978203615271/4184 4100381/41972 33 1/4 845 197/850541/2114 9 229223/4578381/446491/612326 152 6 150 47 1;4 11200 401/4 1022 257/8 657 51,12 140 101/21267130 118 1 765 233/4 603 101/8 2571 7 178 10 254 lengths. 8200_621157565 11973 2I9782J5412305373/4959191/47431115/16l30381/2216 11279 10 250 64_5/8]1&2 581/2 1485 381/2 [9781 10 254 12 1 3051 453/4 1 1162 353/8 899 135/16 1338 1 81/2 12161 12 305 Zurn Industries, LLC I Wilkins Rev. B 1747 commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 Date: 12/13 In Canada I Zurn Industries Limited Document No. BF-350ADA 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Patent No. 5,913,331 Product No. Model 350ADA www.zurn.com Page 1 of 2 OCL353AO-A 2 1!2,3'& 4' (STANDARD& METRlC) FLOrN RATES (irs) 0.0 12.6 25.2 37.9 50.5 -- - - -- I a." I ' o 200 44)0 600 800 FLOW RATES (GPM) 3t 9 .!3V1 MODEL 350ADA 6",8" & 10" (STANDARD & METRIC) FLOW RATES (Ifs) 0.0 63.1 126.2 189.3 252.4 15 10 IL 00 104 a U, 69 35 1000 2000 FLOW RATES (GPM) 3000 4000 Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12' (305mm) and a maximum of 30' (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec lOft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 1 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12" 1763 2644 3525 { 5288 PROTECTIVE MODEL 350ADABGVIC (Vertical Installation) MODEL 350ADA (Outdoor Installation) Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350ADA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 CHART A 105.1(2) Fairly Smooth ZAP 101, APPENDIX A 10000 8000 6000 5000 4000 3000 2000 1000 800 600 500 48O - 300 3%.( jr 200 . E CL 4) C 100 2 80 60 -J 50 LL 40 30 20 10 8 6 5 4 3 2 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1 2 3 4 5 6 8 10 20 30 40 50 60 80 100 FRICTION LOSS IN HEAD (pounds-force per so juare Inch) PER 100-FOOT LENGTH For SI units: 1 inch = 25 mm, 1 gallon per minute = 0.06 L/s, 1 poun -force per square inch = 6.8947 kPa, 1 foot = 304.8 mm, 1 foot per second = 0.3048 m/s (4 pS7O 2016 CALIFORNIA PLUMBING CODE 369 13720 P. E. (Civil) License Review Manual, Volume V / Table 2.2 also shows the equivalent length of pipe for various fittings in a tabular form. Table 2.2 Equivalent Length of Pipe for Various Fittings Fa loliul Pip. Dtw 9i.ow, EjnMad Lao d PIp.. FL ci.. ii.. 1% IL z. 31.. s n.. n.. s. ioi.. iii.. 14 is. iiIs. iii.. 201.. 2i.. 30.1.. X IL gi.. 411.. Cats usive, oW 0.3 0.6 0.3 Li 17 L3 3.5 4.3 5.3 6.9 8.0 9.0 10 12 14 17 20 23 27 11 17 25 34 50 67 100 135 170 190 230 230 250 325 400 500 600 710 790 Githe vat,, op.. 16 21 43 54 25 110 150 210 233 330 3M 425 450 540 673 630 I.ODD 1,200 I,XQ M, viii,, ow 9.0 15 22 23 42 57 85 120 140 160 190 220 250 230 340 420 500 600 690 awcx valve 3.3 6.5 11 14 11 25 40 51 66 17 90 110 120 130 160 200 230 230 320 Slaiadts,, 3.4 5,7 9 12 17 W 34 44 57 67 75 39 100 110 130 170 200 240 270 Stadad I.., 3,4 5.7 9 12 17 22 34 44 57 61 75 39 IN 110 130 170 200 240 270 aidatdts., LI 1.7 2.7 3.5 5.1 U 11 14 II 20 23 21 30 34 42 52 61 72 32 Elbow, old. 1.5 2.7 4,4 5.4 8.1 11 Il 21 25 31 31 42 48 52 63 25 90 110 130 W Elbow, loop radius Li Li 2.7 3.5 5.1 6.9 11 14 11 20 23 27 30 34 42 52 61 72 82 18V Retign beod 3.5 6.1 10 U 13 23 90 48 60 12 ii IX 110 125 150 180 220 260 300 450 Elbow 0.1 Li 1.3 2.5 3.7 5.0 1.4 10 13 15 17 19 21 23 30 37 44 52 60 Ordirsryi.traca,'j-ø 0.9 IS 2.3 3,0 4.5 5.3 to 12 IS it 20 23 25 25 35 45 52 61 70 sudda Olarge"M dID - 1/4 15 2.7 4.4 5.4 8.1 11 17 21 26 31 37 42 41 52 63 25 90 110 130 1 dID - 1/2 10 15 2.6 3.2 4.3 6.3 10 13 16 19 22 24 2* 31 23 47 58 50 78 IJD..3/4 0.3 0.1 0.3 12 Li 3.3 3.5 4,5 53 6,3 0.0 3,0 10 22 14 17 20 23 27 sId.. CONAction WD - I/I 0.1 Li 1.3 2.5 3.7 5.0 7.4 10 13 15 17 11 21 23 25 37 44 52 60 dID - I/i 0.6 0.3 1.5 1.3 2.3 3.7 52 7.5 9.7 12 13 15 17 11 22 21 35 40 45 I/o • 314 0.3 0.6 0.9 12 1.1 2.3 3.5 U Si U U 9.0 10 12 - 14 17 20 23 21 (Ref: Gallant, Robert N., "Sizing Pipe for Liquids and Vapors", Chemical Engineering, Page 104, February 24, 1969.) I t IMFJYU V&M&N T PL A N SDP 86- 02E -------------- :77- I - - ------------------- 71 - / I ac DRIV KIA 'I' L I I DWG. 286-9 12" SEWER LINE - VAULT oe I —.-- - - e -, J4. rAS . .................. c~ Lo vA T-ER~-Llft ago Ij Now UI I I \' %%'* N 7 \ aa CZA -1 S MA1f1 TAi 31N\ \\ I \ Co - _ ITT I \\ \t\ - -_-_( I CLEAR r), MA IN TA/N SORM I A WI £TWEN SVC.' D IN HOPE O \ / - p o. C. 4 E V - - - - \ I F io UNIT aG A PRI VA TE 9IT ROE Ffr1052 ZgU BkRAING S STORAGE FF-10435 UNIT i N 824J43" IV / FOUR SEASONS RESIDENCE CLUB SDP 86-02E IN THE CITY OF CARLSBAD CALCULATIONS FOR FIRE SPRINKLER SERVICE AVAILABLE PRESSURE AT THE BASE OF RISER FOR 2" FIRE SPRINKLER SERVICE TO TENNIS SHACK December 19, 2018 Prepared by: Dexter Wilson Engineering, Inc. OFC 2234 Faraday Avenue Carlsbad, CA 92008 760-438-4422 Job No. 002-000 DEXTER WILSON ENGINEERING, INC. bc( -- ' T I . ,e, •;',;: S) : c,'-f F;Y4 t • - 1k- flL'SiP. .'j 'La -:(- j• .k.. J '7'.IA. /ô1) y&•4.•. L lit • - , LeLJ _;& (4 . / . '4.' .•. V&' • p'.f.J /OO _) OY 'L. 4ct-r •/ -• ' - • • . • 1- (j,) rk-'d ( : ••• - ? ps - (4.) iA- i.. •, _? (i. • . r:' 1• . 1' " ?A' I 8 jr,.fl ••.• 4i, 2J1 ) . --• '95 ,((,.r (2) •5- , i1)TYC /.--7'• -1 cf .$(f?lf 1r •____. DEXTER WILSON ENGINEERING, INC. IIIL LiI lulL uuuuuuuii L IL ()i JpfL/1 III IIJI4 4Iui I'II IL I'II'I I iT H--1-- TiU fl 1 ILlIIILLlIIIL II L 1 L ±JL2 ter ftJ I /SJLLH I L111'uitIffIIIIltILILItLI'II I I I I *1I AmI 7 IJI 1iiI I HH.HHff 1HH1H. _iJi±1L EiL L IIL III -- -- I I I I I . - (/4 - -L _____ I §H-EErNO. f2 JOB NO. BY SUBJECT DATE 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: Four Seasons Residence Club SR#: PROJECT ADDRESS: (Assigned upon plan submittal) CITY: Carlsbad PHONE: ( 619 ) 572-1407 (Paramount Fire Systems, Inc.) FAX NUMBER: 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): Kingfisher Lane at Aviara Parkway TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 112 PSI Hydrant Number (if applicable):H40159 Elevation of test: 117 Feet Main Size: 8 INCH Pressure Zone: 375 Feet Date/Time of Test: Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 2,175 GPM Residual Pressure 106 PSI Atpeakdemand, this water system is capable of providing a fire flow discharge at 20 Psi of 6,910 gpm. However, this flow exceeds the District's maximum pipeline velocity of 10 fps. The maximum fire flow that meets both the velocity and pressure criteria is 2,175 gpm. There was no specific request for fire flow from the Client or Fire Department. 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 Name: Jennifer R. Mael, P.E. Sign at tire TitIe/Orgsect Manager Eng. Lic. No. (if applicable): C69606 Date: 04/02/2018 Four Seasons Resi dence Club (Storage) - Fire Flow Anal ysi s Fire Hydrant Flow Test Date 04/02/2018 Gauge Hydrant Location Kingfisher Lane at Aviara Pkwy Elev. 117 feet Flow Hydrant Location Kingfisher Lane at Aviara Pkwy Elev. 117 feet Input Flow Test Results Static Pressure 112 PSI Residual Pressure 106 PSI Hydrant Flow 2175 GPM Actual Hydrant Elevation 117 Feet HGL 375.5 Feet Estimated Hydrant Elevation Feet HGL 0.0 Feet Equation LiH = k Q155 k = 9.27016E-06 Extrapolated Calculations Q, gpm Residual Pressure Available HGL 50 112.0 psi 375.5 It I: 79.4 112.0 psi 375.5 ft 100 112.0 psi - - 375.4 ft 179.4 111.9 psi 375.4 ft 200 111.9 psi 375.3 It 250 111.9 psi 375.2 ft 300 111.8 psi 375.1 ft 350 111.8 psi 375.0 ft 396.1 111.7 psi 374.9 ft 400 111.7 psi 374.9 ft 450 111.7 psi 374.7 ft 500 111.6 psi 374.6 ft 550 111.5 psi 374.4 ft 600 111.4 psi 374.2 ft 646.1 111.4 psi 374.0 ft 700 111.3 psi 373.8 ft 750 111.2 psi 373.6 ft 800 111.1 psi 373.3 ft 850 110.9 psi 373.1 ft 900 110.8 psi 372.8 ft 950 110.7 psi 372.5 ft 1000 110.6 psi 372.2 ft 1100 110.3 psi 371.6 ft ResidualPressure,psi AvailableFlow,gpm 0psi 10,581 20psi 9,514 40psi 8,333 60psi 6,989 80psi 5,376 90psi 4,390 100psi 3,164 106psi 2,175 110 psi 1,201 psi psi psi psi psi psi psi \\ARTIC\Docs\002-000. Small Jobs - No Job #\2018-12-19 Four Seasons Residence Club Fire Sprinkler Sys\2018-12-19 Fire Flow Test Equivalent HGL -4 Seasons Residence Club.xlsx/Fire Flow Test Equivalent HGL APPENDIX A RECOMMENDED RULES FOR SIZING THE WATER SUPPLY SYSTEM A 101.0 General. A 101.1 Applicability. This appendix provides a general procedure for sizing a water supply system. Because of the variable conditions encountered, it is impractical to lay down definite detailed rules of procedure for determining the sizes of water supply pipes in an appendix, which shall necessarily be limited in length. For a more adequate understanding of the problems involved, refer to Water-Distributing Systems for Buildings, Report BMS 79 of the National Bureau. of Standards; and Plumbing Manual, Report BMS 66; also pub- lished by the National Bureau of Standards. >> A 102.0 Preliminary Information. >> A 102.1 Daily Service Pressure. Obtain the necessary information regarding the minimum daily service pressure in the area where the building is to be located. >> A 102.2 Water Meter. Where the building supply is to be metered, obtain information regarding friction loss relative to the rate of flow for meters in the range of sizes likely to be used. Friction-loss data is capable of being obtained from most manufacturers of water meters. Friction losses for disk-type meters shall be permitted to be obtained from Chart A 102.2. )> A 102.3 Local Information. Obtain available local informa- tion regarding the use of different kinds of pipe with respect both to durability and to decrease in capacity with length of service in the particular water supply. A 103.0 Demand Load. A 103.1 Supply Demand. Estimate the supply demand for <( the building main, the principal branches and risers of the system by totaling the fixture units on each, Table A 103.1, and then by reading the corresponding ordinate from Chart A 103.1(1) or Chart A 103.1(2), whichever is applicable. A 103.2 Continuous Supply Demand. Estimate continu- <( ous supply demands in gallons per minute (gpm) (L/s) for lawn sprinklers, air conditioners, etc., and add the sum to the total demand for fixtures. The result is the estimated supply demand of the building supply. A 104.0 Permissible Friction Loss. A 104.1 Residual Pressure. Decide what is the desirable <( minimum residual pressure that shall be maintained at the highest fixture in the supply system. Where the highest group of fixtures contains flushometer valves, the residual pressure for the group shall be not less than 15 pounds- force per square inch (psi) (103 kPa). For flush tank sup- plies, the available residual pressure shall be not less than 8 psi (55 kPa). 2016 CALIFORNIA PLUMBING CODE 363 Doube Check Detector Assembiy Application Designed for installation on potable water connections in fire sprinkler systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 950XLTDABF shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance UL® Classified (horizontal & vertical) C-UL® Classified (horizontal & vertical) ASSE Listed 1048 (horizontal & vertical) AW\NA Compliant C510 (horizontal & vertical) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (horizontal & vertical) Materials Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Fasteners Stainless Steel, 300 Series Elastomers Silicone (FDA approved) Buna Nitrile (FDA approved) Polymers NorylTM, NSF Listed Springs Stainless Steel, 300 series Test cock cover Plastic Features Sizes: 2' Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections (Threaded) ANSI B1.20.1 950XLTDABFSS Options (suffixes can be combined) E] SS - with butterfly valve supervisory switches (UL and FM Approved for indoor and outdoor use) LM - less water meter - with gal meter (standard) El CFM - with cu ft meter Accessories Repair kit (rubber only) F-1 Test Cock Lock (Model TCL24) F-1 QT-SET quick test fitting set Dimensions & Weights (do not include pkg.) MODEL SIZE in. MM DIMENSIONS (approximate) WEIGHT in. I mm in. mm in. mm in. mm in mm lbs. I kg 2 50 1 261 660.4 23 1/8 1587.4 1 3 76,2 71/2 1190.5 10318 I 263.5 361 16.3 Zurn Industries, LLC I Wilkins 1747 commerce Way, Paso Rabies, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 Ray, A Date: 3/12 Document No. BF-950XLTDABF Product No. Model 950XLTDABF www.zurn.em . I Page 1 of 2 MODEL 950XLTDABF 2" (STANDARD) FLOW RATE (Ifs) 0.0 3.2 6.3 20 U)15 10 fL 9.5 12.6 15.8 0 -J 69 w 50 J 100 150 200 250 FLOW RATE (GPM) Typical Installation Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30 (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. OUTDOOR INSTALLATION VERTICAL INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE Listed 1048, and supplied with butterfly valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be SILICONE. The first and second check shall be located at a 45" angle and ac- cessible for maintenance from the top of the device, without removing the device from the line. Each check shall have sepa- rate access covers and test cocks shall be accessible from the top of the device. Test cocks shall be protected from debris by a plug. The Double Check Detector Back-flow Prevention Assembly shall be a ZURN WILKlNS Model 950XLTDABF. Zurn Industries, LLC I Wilkins 1747 commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 vww.urncom Page 2 of 2 APPENDIX A CHART A 105.1(2) Fairly Smooth U#tL tiuii A4k4 . L11k%I 10 000 8000 6000 5000 4000 3000 2000 1000 800 600 500 400 300 0 200 .E E I.. 100 0 a. 60 0 jp,q 50 f 40 30 20 10 8 6 5 4 3 2 0.1 0.2 0.3 0.4 0.5 0.6 0.8 1 2 3 4 5 6 8 10 20 30 40 50 60 80 100 FRICTION LOSS IN HEAD (pounds-force per squE re Inch) PER 100-FOOT LENGTH For SI units: 1 inch = 25 mm, 1 gallon per minute = 0.06 L/s, 1 pound-fo cc per square inch = 6.8947 kPa, 1 foot = 304.8 mm, 1 foot per second = 0.3048 m/s -• 2016 CALIFORNIA CALIFORNIA PLUMBING CODE 369 13-20 P. E. (Civil) License Review Manual, Volume V Table 2.2 also shows the equivalent length of pipe for various fittings in a tabular form. Table 2.2 Equivalent Length of Pipe for Various Fittings For $s4 Pip. Diameter Shows, Euiat* LOO W Pips Ft. 1Ii. IlL fl5lL 2lL 31.. II.. 6k. $k. 101.. 121.. 141.. 161.. III.. 201.. 241.. 301.. 31k. 42k. 461.. Oats valve, q= 0.3 0.6 03 12 17 2.3 3.5 4.5 5.8 6.9 0.0 9.0 10 12 14 11 20 23 27 Cats vils,, 5 oW 11 11 20 34 50 67 100 135 170 195 230 200 300 320 400 500 600 710 790 Cl. veto, open 16 21 43 54 50 110 160 210 280 33) 310 420 450 540 570 00 1.000 1,200 1,3011 Angle vat", ope. 9.0 15 22 2* 42 57 95 110 140 150 120 220 20 7% 340 420 500 500 690 Chid Val" 3.9 6.5 11 14 11 20 10 51 66 77 20 110 120 120 160 200 23) 230 320 Standard tie, -26- 3.4 5.1 9 IZ 17 22 34 44 57 67 75 89 IX 110 120 110 200 240 270 SUedE in, _OC , 3.4 5.7 9 12 17 22 34 44 57 67 75 89 100 110 120 170 200 240 270 2adaod to, , LI 17 2.7 3.5 5.1 U 11 14 II 20 23 27 20 34 42 52 61 72 82 50° Efbuw,std. 15 2.7 4.4 5.4 0.1 11 Il 21 2* 31 31 42 4$ 52 63 50 20 110 130 Sr Elba., loop radius LI Li LI 3.5 5.1 U II 14 16 20 23 21 20 34 42 52 61 72 82 t8Retige bend 36 6.1 10 13 11 23 20 44 60 72 33 IX 110 115 150 180 220 260 300 45° Elba. 0.6 1.2 1.3 .2.5} 3.7 5.0 7.4 10 13 15 17 19 21 23 20 31 44 52 50 Ordie.ryentrace,-4 0.9 15 U 3.0 4.5 5.3 0.0 12 15 11 20 23 20 20 35 45 52 61 73 Sudden alarlemat 1/0 - /4 15 2.7 4.4 5.4 8.1 11 17 21 35 31 31 42 4$ 52 13 20 50 110 130 dEE~1/0 - 1/2 10 1.5 2.6 31 U 6.3 10 13 16 11 22 24 3 31 35 47 58 50 13 1/0.3/4 0.3 0.6 0.9 11 17 2.3 U U U 6.1 U 0.0 10 12 14 11 20 23 27 S&dde. cootwias 1/D.114 U 12192.53.15.07.410 U 15 1711 21 202037 445250 1/D.L'Z 0.50.1 U L9 2.11 3.15.71.59.71233 15 11 112221 33 40 45 110 - 3/4 0.3 0.6 0.9 12 17 2.3 3.5 0.5 5.3 U U 1.0 10 12 14 17 20 73 21 (Ref: Gallant, Robert N., "Sizing Pipe for Liquids and Vapors", Chemical Engineering, Page 104, February 24, 1969.) 52 FOUR SE PRIVA N. _SSSS S N\ N N S -S - : -------------- Ix _S / /'• I 3 • // S. EXIST UIIL. P. y0a 4F it Q 491 S// ;* ' . N1O3J23 J5.21 46 rl MV 83 fkal ftftftftj~=ww Mail IT - L _.... _.pf) - S -. xiT ABANDONED S SEWER LINE S S S.- - TENNIS COURT No.2 TENNIS COURT .... . . . .. -................. 5SSSSS 55 5 S 'a -- IS................................................-