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HomeMy WebLinkAbout5868 OWENS AVE; ; AS000205; Permit7/18/25, 3:46 PM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: about blank Fees($) 433,75 AS000205 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS000205 5868 OWENS AV Status: SPRINK Applied Approved: 0 Issued: Inspector: PALOMAR HEIGHTS PLAZA Owner: Add'I Fees ($) 0 Total($) 433,75 ISSUED 12/13/2000 1/19/2001 1/19/2001 Balance($) 0 1/1 ;f' -{;JOtJtt);j ~ (JOU I oO LIFEGUARD FIRE PROTECTION, INC. 2613 TEMPLE HEIGHTS DR. STE: B, OCEANSIDE, CA 92056 (760) 806-9997 • FAX (760) 806-4813 Hydraulic Design Information Sheet Name: PALOMAR HEIGHTS PLAZA Date: 12-8-00 Location: 5868 OWENS A VE. CARLASBAD Building: # 5 System No. --=-===-=-,--::,=-:=--=-==-=--====-:-:-,:--=--,,,.---------Contractor: LIFEGUARD FIRE PROTECTION, INC. Contract No. Calculated By: RAB Drawing No. 4 OF 4 --------Construction: ~ Combustible D Non-Combustible Ceiling Height 14' ------Ft. SYSTEM DESIGN ~ NFPA 13: C8] Light Hazard Ordinary Hazard Group D 1 □ 2 □ 3 D Extra Hazard 0 NFPA231 0 NFPA231C: Figure: Curve: D Other (Specify) □Specific Ruling Made By Date Area of Sprinkler Operation 990 SQ.FT. Sxstem T):l!e Density .10 C8] Wet 0 Dry D Deluge D Pre-Action Area Per Sprinkler 225 SQ. FT. MAX. S(lrinkler or Nozzle Hose Allowance GPM: Inside 0 Make GEM Model A Hose Allowance GPM: Outside 100 Size ½" K-factor: 5.6 Rack Sprinkler Allowance NA Temperature Rating 155 QR CALCULATION SUMMARY GPM Required 129.42 PSI Required 79.12 At Base of Riser ------------------" C" Factor Used: Overhead 120 Under ound 150 WATER SUPPLY Water Flow Test Pum(l Data Tank or Reservoir Date& Time 2-1-99 Rated Capacity Capacity Static PSI 140 At PSI Elevation Residual PSI 135 Elevation GPMFlowing 1205 Well Elevation 207' Proof Flow GPM Location SITE Source of Information CARLBAD FIRE DEPARTMENT COMMODITY STORAGE Commodity OFFICE SHELL Class Location Storage Height Area Aisle Width Storage Method: Solid Piled % Palletized ¾Rack Rack D SingleRow D Conventional Pallet D Automatic Storage D Encapsulated D DoubleRow D Slave Pallet 0 Solid Shelving D Non-Encapsulated D Multiple Row D Open Flue S(lacing In Inches Clearance From To(l of Storage to Ceiling Longitudinal Transverse Ft. In. Horizontal Barriers Provided [ I!! I D. PALOMAR HEIGHTS BUILDING #5 .10/990 25, 241 23, 22, 21 201 190 181 17 161 15 14, 13, 12, 11 10, 9, •·-\• s, 71 61 5, 4 31 21 1 He'>J ., ... .:;; ,-S: ;::D ;r ' 150 300 450 .. 600 -·· 750 System Demand .. Sprinkler Demand 82.49 PSI@ Additional Flows Hose at Source Total Demand 82.65 PSI@ 129 .. 42 100.00 0.00 229.42 ... 900 GPM GPM GPM GPM 1050 Water Flow (GPM) Sigma Dynamics Corporation 7700 Supply/ Demand Graph Margin Pressure 43.14 PSI Flow 3865.33 GPM • ~ 1200 ----1350 Water Supply .. Static 126.00 PSI Residual 121.50 PSI@ 1205.00 GPM Elevation 0.00 PSI - - N1.85 1500 SUBMITTAL SERIAL N0:4144HY1 12-08-2000 PAGE 1 PALOMAR HEIGHTS BUILDING #5 .10/990 FLOW TEST RESULTS Water Supply STATIC 126.00 PSI RESIDUAL 121.50 PSI @ 1205.00 GPM CITY PRESSURE AVAILABLE AT 229.4 GPM 125.79 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 100 22.34 21.00 5.60 15.92 101 22.05 21.00 5.60 15.51 102 21.51 21.00 5.60 14.76 103 21.23 21.00 5.60 14.37 104 21.28 21.00 5.60 14.44 105 21.00 21.00 5.60 14.06 TOTAL WATER REQUIRED FOR SYSTEM 129.42 GPM OUTFLOWS AT 1 100.00 GPM TOTAL WATER REQUIREMENT 229.42 GPM PRESSURE REQUIRED AT 0 82.65 PSI MAXIMUM PRESSURE UNBALANCE IN LOOPS 0.00 PSI MAXIMUM VELOCITY FROM 21 TO 22 17.71 FPS SUBMITTAL SERIAL N0:4144HY1 12-08-2000 PAGE 2 PALOMAR HEIGHTS BUILDING #5 .10/990 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 103 105 1.536 L 14.00 C=l20 PT 14.06 (105) Q 21.00 F=0 F 0.00 PE 0.00 BN T 14.00 0.0222 PF 0.31 101 103DQ 21.23 1.536 L 14.00 C=l20 PT 14.37 (103) Q 42.23 F=0 F 0.00 PE 0.00 BN T 14.00 0.0810 PF 1.13 31 101DQ 22.05 1.536 L 20.33 C=l20 PT 15.50 (101) Q 64.28 F=E,EE F 5.37 PE 0.00 BN T 25.70 0.1762 PF 4.53 24 31 1.536 L 0.83 C=l20 PT 20.03 ( 31) Q 64.28 F=T F 8.90 PE 0.36 NR T 9.73 0.1762 PF 1.71 PT 22.10 ( 24) ----------102 104 1.536 L 14.00 C=l20 PT 14.44 (104) Q 21.28 F=0 F o.oo PE 0.00 BN T 14.00 0.0228 PF 0.32 100 102DQ 21.51 1.536 L 14.00 C=l20 PT 14.76 (102) Q 42.79 F=0 F 0.00 PE 0.00 BN T 14.00 0.0830 PF 1.16 30 l00DQ 22.34 1.536 L 14.50 C=l20 PT 15.92 (100) Q 65.13 F=T F 8.90 PE 0.00 BN T 23.40 0.1805 PF 4.22 23 30 1.536 L 0.83 C=l20 PT 20.14 ( 30) Q 65.13 F=T F 8.90 PE 0.36 NR T 9.73 0.1805 PF 1.76 PT 22.26 ( 23) 23 24 1.728 L 1.50 C=l20 PT 22.11 ( 24) Q 64.28 F=0 F 0.00 PE o.oo FM T 1.50 0.0993 PF 0.15 22 23DQ 65.13 1.728 L 45.00 C=l20 PT 22.26 ( 23) Q 129.42 F=0 F 0.00 PE 0.00 FM T 45.00 0.3622 PF 16.30 21 22 1.728 L 61.58 C=l20 PT 38.56 ( 22) Q 129.42 F=T F 9.00 PE 0.00 FM T 70.58 0.3622 PF 25.56 20 21 2.203 L 26.58 C=l20 PT 64.12 ( 21) Q 129.42 F=E F 4.80 PE 11.52 FR T 31.38 0.1110 PF 3.48 SUBMITTAL SERIAL N0:4144HY1 12-08-2000 PAGE 3 PALOMAR HEIGHTS BUILDING #5 .10/990 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 4 20 6.340 L 5.00 C=l40 PT 79.12 ( 20) Q 129.42 F=E F 23.11 PE 0.00 UN T 28.11 0.0005 PF 0.01 1 4 5.914 L 220.00 C=l50 PT 79.13 ( 4) Q 129.42 F=T,DDC/2E,EE F 100.14 PE 0.00 UN T 320.14 0,0006 PF 0.19 6" FEBCO 856 YD REDUCED PRESSURE DETECTOR ASSEMBLY 10.00 0 lDQ 100.00 7.758 L 430.00 C=l50 PT 89.32 ( 1) Q 229.42 F=T,GV/2EE,E F 113.30 PE -6.93 UN T 543.30 0.0005 PF 0.27 PT 82.66 ( 0)