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Home My WebLink About5930 PRIESTLY DR; ; AS000175; Permit618126, 3:45 PM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: about:blank Fees($) 860.5 AS000175 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS000175 5930 PRIESTLY DR Status: SPRINK Applied 2122400800 Approved: 0 Issued: Inspector: CARLSBAD RESEARCH CENTER Add'I Fees ($) 0 Owner: Total($) 860.5 VOID 11/15/2000 Balance($) 860.5 1/1 LIFEGUARD FIRE PROTECTION 2613 TEMPLE HEIGHTS DR. SUITE B OCEANSIDE, CA 92056 760-806-9997 C-16 #758459 Hydraulic Design Information Sheet Name: LOT 12 CARLSBAD RESEARCH CENTER Date: I 0-20-00 Location: PREIESTL Y DRIVE CARLSBAD, CA Building: BUILDING B BUILDINGS C,E,F,H ARE TYPICAL TO B Contractor: LIFEGUARD FIRE PROTECTION System No. ..:.1...:O:..::F..;1;.._ ____ _ Contract No. Calculated By: LIFEGUARD FIRE PROTECTION Construction: t:8J Combustible D Non-Combustible Drawing No. Ceiling Height 20' -0" -----Ft. SYSTEM DESIGN ~ NFPA 13: U Light Hazard Ordinary Hazard Group LJ 1~2LJ3 LJ Extra Hazard 0 NFPA231 □ NFPA231C: Figure: Curve: D Other (Specify) □Specific Ruling Made By Date Area of Sprinkler Operation 1500 System Ty11e Density .20 [81 Wet □ Dry D Deluge D Pre-Action Area Per Sprinkler 130 S11rinkler or Nozzle Hose Allowance GPM: Inside 100 Make csc Model A Hose Allowance GPM: Outside 400 Size ½" K-Factor: 5.6 Rack Sprinkler Allowance Temperature Rating 155 CALCULATION SUMMARY GPM Required _4.;c6...:6.c:.2...:4 ______ PSI Required _7""6:..;..5...:5 ______ At Base of Riser "C" Factor Used: Overhead 120 Under ound 140 WATER SUPPLY Water Flow Test Pum11Data Tank or Reservoir Date& Time 9-28-00 Rated Capacity NIA Capacity Static PSI 106 At PSI Elevation NIA Residual PSI 104 Elevation GPMFlowing 1450 Well Elevation 0 Proof Flow GPM Location CITY MAlN IN PRIESTLY DRIVE Source ofinformation FLOW TEST LIFEGUARD FIRE & CARLSBAD FIRE COMMODITY STORAGE Commodity NIA Class -----------Storage Height Area Location -------Aisle Width Storage Method: Solid Piled % Palletized ¾Rack ---------------i Rack D Single Row D Conventional Pallet D Double Row D Slave Pallet D Multiple Row D Open Flue S11acing In Inches Longitudinal --,----~--,-Transverse Horizontal Barriers Provided D Automatic Storage □ Solid Shelving D Encapsulated D Non-Encapsulated Clearance From To11 of Storage to Ceiling Ft. -------------In. ----------------------------~ SUBMITTAL SERIAL N0:2932HY7 LOT 12 CARLSBAD RESEARCH CENTER BUILDING B LOT 12 BUILDING B SECOND FLOOR .20/1500 FLOW TEST RESULTS Water Supply STATIC 95.40 PSI RESIDUAL 93.60 PSI @ 1450.00 GPM CITY PRESSURE AVAILABLE AT 866.2 SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR -------- 34 28.81 26.00 5.60 35 28.75 26.00 5.60 37 27.41 26.00 5.60 38 27.35 26.00 5.60 39 32.53 26.00 5.60 40 26.57 26.00 5.60 41 26.51 26.00 5.60 42 32.05 26.00 5.60 43 26.17 26.00 5.60 44 26.11 26.00 5.60 45 31.92 26.00 5.60 46 26.05 26.00 5.60 47 26.00 26.00 5.60 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 3 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 12 TO 31 GPM 94.71 PSI PRESSURE -------- 26.47 26.36 23.95 23.86 33.75 22.51 22.42 32.76 21. 83 21. 74 32.49 21. 65 21. 56 366.24 GPM 100.00 GPM 400.00 GPM 866 .24 GPM 86.07 PSI 0.00 PSI 18.47 FPS 10-14-2000 PAGE 1 SUBMITTAL SERIAL NO:2932HY7 10-14-2000 PAGE 2 LOT 12 CARLSBAD RESEARCH CENTER BUILDING B Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 44 47 1. 728 L 10.00 C=120 PT 21.56 ( 47) Q 26.00 F=0 F 0.00 PE 0.00 BN T 10.00 0.0186 PF 0.19 41 44DQ 26.11 1.728 L 10.00 C=120 PT 21.75 ( 44) Q 52.11 F=0 F 0.00 PE 0.00 BN T 10.00 0.0673 PF 0.67 38 41DQ 26.51 1.728 L 10.00 C=120 PT 22.42 ( 41) Q 78.63 F=0 F 0.00 PE 0.00 BN T 10.00 0.1441 PF 1.44 35 38DQ 27.35 1. 728 L 10.00 C=120 PT 23.86 ( 38) Q 105.98 F=0 F 0.00 PE 0.00 BN T 10.00 0.2503 PF 2.50 32 35DQ 28.75 1.728 L 41.00 C=120 PT 26.36 ( 35) Q 134.73 F=T F 8.74 PE 0.00 BN T 49.74 0.3902 PF 19.41 13 32 1. 728 L 1.00 C=120 PT 45.77 ( 32) Q 134.73 F=T F 8.74 PE 0.43 NR T 9.74 0.3902 PF 3.80 12 13 3.314 L 12.00 C=120 PT 50.00 13) Q 134.73 F=0 F 0.00 PE 0.00 NCl T 12.00 0.0164 PF 0.20 PT 50.20 12) ------------------ 43 46 1.728 L 10.00 C=120 PT 21.65 46) Q 26.05 F=0 F 0.00 PE 0.00 BN T 10.00 0.0187 PF 0.19 40 43DQ 26.17 1. 728 L 10.00 C=120 PT 21.84 ( 43) Q 52.22 F=0 F 0.00 PE 0.00 BN T 10.00 0.0676 PF 0.68 37 40DQ 26.57 1. 728 L 10.00 C=120 PT 22.52 ( 40) Q 78.79 F=0 F 0.00 PE 0.00 BN T 10.00 0.1446 PF 1.45 34 37DQ 27.41 1.728 L 10.00 C=120 PT 23.97 ( 37) Q 106.20 F=0 F 0.00 PE 0.00 BN T 10.00 0.2513 PF 2.51 31 34DQ 28.81 1.728 L 41. 00 C=120 PT 26.48 ( 34) Q 135.01 F=T F 8.74 PE 0.00 BN T 49.74 0.3917 PF 19.48 SUBMITI'AL SERIAL N0:2932HY7 10-14-2000 PAGE 3 LOT 12 CARLSBAD RESEARCH CENTER BUILDING B Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length LOSS Sununary From To GPM IN Devices Ft PSI/Ft PSI 12 31 1.728 L 1.00 C=120 PT 45.96 ( 31) Q 135.01 F=T F 8.74 PE 0.43 NR T 9.74 0.3917 PF 3.82 11 12DQ 134.73 3.314 L 12.00 C=120 PT 50.21 12) Q 269.73 F=O F 0.00 PE 0.00 NCl T 12.00 0.0591 PF 0.71 PT 50.92 11) ------------------ 42 45 1. 728 L 10.00 C=120 PT 32.49 45) Q 31.92 F=O F 0.00 PE 0.00 BN T 10.00 0.0272 PF 0.27 39 42DQ 32.05 1. 728 L 10.00 C=120 PT 32.76 ( 42) Q 63.97 F=O F 0.00 PE 0.00 BN T 10.00 0.0984 PF 0.98 36 39DQ 32.53 1.728 L 10.00 C=120 PT 33.74 ( 39) Q 96.50 F=O F 0.00 PE 0.00 BN T 10.00 0.2105 PF 2.11 33 36 1.728 L 10.00 C=120 PT 35.85 ( 36) Q 96.50 F=O F 0.00 PE 0.00 BN T 10.00 0.2105 PF 2.11 30 33 1. 728 L 41.00 C=120 PT 37.96 ( 33) Q 96.50 F=T F 8.74 PE 0.00 BN T 49.74 0.2105 PF 10.47 11 30 1.728 L 1.00 C=120 PT 48.43 ( 30) Q 96.50 F=T F 8.74 PE 0.43 NR T 9.74 0.2105 PF 2.05 10 llDQ 269.73 3.314 L 19 . 10 C=l.20 PT 50.91 ( 11) Q 366.24 F=O F 0.00 PE 0.00 NCl T 19.10 0.1041 PF 1.99 7 10 3.314 L 29.00 C=l.20 PT 52.90 ( 10) Q 366.24 F=T F 20.00 PE 0.00 FM3 T 49.00 0.1041 PF 5.10 6 7 3.314 L 14.00 C=120 PT 58.00 7) Q 366.24 F=E F 7.70 PE 6.07 FM2 T 21.70 0.1041 PF 2.26 5 6 3.314 L 7.00 C=120 PT 66.33 6) Q 366.24 F=T,E F 27.70 PE 0.00 FMl T 34.70 0.1041 PF 3.61 SUBMITTAL SERIAL NO:2932HY7 10-14-2000 PAGE 4 LOT 12 CARLSBAD RESEARCH CENTER BUILDING B Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 3 5 3.314 L 12.00 C=120 PT 69.94 5) Q 366.24 F=GV F 1.54 PE 5.20 FR T 13.54 0.1041 PF 1.41 2 3DQ 100.00 8.450 L 120.00 C=l40 PT 76.55 3) Q 466.24 F=4E F 126.48 PE 0.00 UN T 246.48 0.0013 PF 0.32 1 2 8.450 L 10.00 C=140 PT 76.87 2) Q 466.24 F=0 F 0.00 PE 9.10 UN T 10.00 0.0013 PF 0.01 COMMENT: 21 FEET ELEVATION FOR 9 PSI RPZ LOSS 0 1 8.450 L 5.00 C=140 PT 85.98 1) Q 466.24 F=T,GV F 68.52 PE 0.00 UN T 73.52 0.0013 PF 0.10 PT 86.08 0) LOT 12 CARLSBAD RESEARCH CENTER 125 120 115 110 105 100 95 90 85 80 75 70 85 60 65 50 45 40 35 30 25 20 15 10 5 • ~I- I- I! ~ -i ... " t t 1-• Hose.a r¼ T 0 200 400 600 800 System Demand .. Sprinkler 0e•and 85.92 PSI Additional Flows Hose at Source Total 0e•and 86.07 PSI 1000 1200 II 366,24 GPM 100.00 GPM 400.00 GPM II 866.24 GPM • 1400 Waler Flow (GPM) Sigma Dynamioa Corporation 7700 Supply / Demand Graph ' Margin Pressure 8.64 PSI rlow 2659,46 GPM :s' 1600 1800 Water Supply .. Static 95.40 PSI Residual 93.60 PSI Elevation 0.00 PSI II 1450,00 GPM ~ '-- t,11.85 2000 •