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HomeMy WebLinkAbout2470 FARADAY AVE; ; FPC2021-0204; PermitC"City of Carlsbad Print Date: 09/13/2022 Permit No: FPC2021-0204 Job Address: 2470 FARADAY AVE. CARLSBAD, CA 92010-7224 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2090412600 Track #: Applied: 10/25/2021 Valuation: $150,000.00 Lot #: Issued: 08/18/2022 Occupancy Group: Project #: Finaled Close Out: 09/13/2022 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check #: INSPECTOR: Salcedo, Felix Plan Check #: Project Title: Description: BECKMAN COULTER -SPRINKLER TI (3 HEADS) Applicant: FPContractor: FACILITIES PROTECTION SYSTEMS FACILITIES PROTECTION SYSTEMS SAMINOOK 115OW CENTRAL AVE, #STED 1150 W CENTRAL AVE, # STE D BREA, CA 92821-2257 BREA, CA 92821-2257-ORANGE (714) 257-2244 (714) 257-2244 FEE AMOUNT FIRE NFPA 13 or 13R System 6 heads or less $137.00 Total Fees: $137.00 Total Payments To Date: $137.00 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 rll1 ri (FPS)Facilities Protection Sys 1150W Central Ave STE 0, SUITE D, Brea, CA 92821 (714) 257-2244 Job Name : 21-28_C-3701 Beckman Coulter Drawing : FP1.0&2.0 Location : 2470 Faraday Ave, Carlsbad, CA 92010 Remote Area : Area #1 Contract : C-3710 Data File : 21-28_C-3701 Beckman Coulter Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.54.4 Water Supply Curve (FPS)Facilities Protection Sys Page 21-28_C-3701 Beckman Coulter Date City Water Supply: Demand: Cl - Static Pressure : 95 Dl - Elevation : 4.257 C2 - Residual Pressure: 73 02 - System Flow : 45.051 C2 - Residual Flow : 5500 D2 - System Pressure : 21.000 Hose (Demand) : 100 D3 - System Demand :145.051 Safety Margin : 73.973 150 140 130 P 120 R11° E10° 90 S if - - ___ S 80 - _____________ _________ ______________ U 70 -_ R 60 E5° 40 30 10D 20 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Revision: 50.54.4 Fittings Used Summary (FPS)Facilities Protection Sys Page 2 21-28_C-3701 Beckman Coulter Date Fitting Legend Abbrev. Name 'A % 1 1¼ 11% 2 21/2 3 31/2 4 5 6 a io 12 14 16 18 20 24 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA I39OStandardElbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 I 2 2 3 4 5 6 7 8 10 11 13 T NFPA I39OFlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zfda Febco 800 Fitting generates a Fixed Loss Based on Flow 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. Revision: 50.54.4 FlowSummary - NFPA (FPS)Facilities Protection Sys Page 3 21-28C-3701 Beckman Coulter Date SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 95.0 73 5500.0 94.974 145.05 21.0 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 11 9.83 5.6 7.0 14.82 0.1 80 Al 20.5 3.33 17 20.0 4.39 12 20.0 4.52 13 20.0 4.98 14 20.0 5.62 TOR 20.0 8.07 BOR 1.33 16.81 R 1.33 16.83 UG -4.0 19.14 BF2 -4.0 19.18 BFI -4.0 22.72 TEST 0.0 21.0 100.0 15 9.83 5.6 7.1 14.92 0.1 80 A2 20.5 3.44 16 9.83 5.6 7.48 15.31 0.1 80 A3 20.5 3.86 Computer Programs by Hydratec Inc. Revision: 50.54.4 Fint Calculations: Hazen-Williams (FPS)Facilities Protection Sys Page 4 21-28_C-3701 Beckman Coulter Date Nodel Etevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Fe ******* Notes Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf 11 9.83 5.60 14.82 1 E 2.0 10.670 120 7.000 to 2.000 -4.621 Al 20.5 14.82 1.049 12.670 0.0747 0.946 Vet = 5.50 Al 20.5 0.0 1 2E 4.0 2.360 120 3.325 to T 5.0 9.000 0.217 17 20 14.82 1.049 11.360 0.0746 0.848 Vel= 5.50 17 20 0.0 1.25 8.000 120 4.390 to 0.0 12 20 14.82 1.442 8.000 0.0159 0.127 Vel = 2.91 12 20 14.92 1.25 8.000 120 4.517 to 0.0 13 20 29.74 1.442 8.000 0.0576 0.461 Vet= 5.84 13 20 15.31 1.25 5.180 120 4.978 to 0.0 14 20 45.05 1.442 5.180 0.1241 0.643 Vet= 8.85 14 20 0.0 1.25 3E 11.148 8.620 120 5.621 to 11.148 0.0 TOR 20 45.05 1.442 19.768 0.1241 2.454 Vet = 8.85 TOR 20 0.0 2 E 6.153 18.670 120 8.075 to G 1.231 18.460 8.086 BOR 1.33 45.05 2.157 Dvc 11.076 37.130 0.0175 0.648 Vet = 3.96 BOR 1.33 0.0 3 E 9.408 1.160 120 16.809 to 9.408 0.0 R 1.33 45.05 3.26 10.568 0.0024 0.025 Vet = 1.73 R 1.33 0.0 6 5.330 120 16.834 to 2.308 UG -4 45.05 6.357 5.330 0.0002 0.001 Vet = 0.46 UG -4 0.0 6 3E 64.749 460.140 150 19.143 to 64.749 0.0 BF2 -4 45.05 6.09 524.889 0.0001 0.038 Vel = 0.50 BF2 -4 0.0 6 Zfda 0.0 3.000 120 19.181 to 3.543 * * Fixed Loss = 3.543 BFI -4 45.05 6.357 3.000 0 0.0 Vel = 0.46 BFI -4 0.0 6 E 21.583 95.820 150 22.724 to 21.583 -1.732 TEST 0 45.05 6.09 117.403 0.0001 0.008 Vet = 0.50 100.00 Qa= 100.00 TEST 145.05 21.000 KFactor= 31.65 15 9.83 5.60 14.92 1 E 2.0 10.670 120 7.103 to 2.000 -4.621 A2 20.5 14.92 1.049 12.670 0.0757 0.959 Vet = 5.54 A2 20.5 0.0 1 2E 4.0 2.360 120 3.441 to T 5.0 9.000 0.217 12 20 14.92 1.049 11.360 0.0756 0.859 VeI= 5.54 0.0 12 14.92 4.517 K Factor = 7.02 16 9.83 5.60 15.31 1 E 2.0 10.670 120 7.475 to 2.000 -4.621 A3 20.5 15.31 1.049 12.670 0.0794 1.006 Vel = 5.68 Computer Programs by Hydratec Inc. Revision: 50.54.4 Final Calculations : Hazen-Williams (FPS)Facilities Protection Sys Page 5 21-28_C-3701 Beckman Coulter Date Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf A3 20.5 0.0 1 2E 4.0 2.360 120 3.860 to T 5.0 9.000 0.217 13 20 15.31 1.049 11.360 0.0793 0.901 Vel= 5.68 0.0 13 15.31 4.978 KFactor= 6.86 Computer Programs byHydratec Inc. Revision: 50.54.4