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2525 EL CAMINO REAL; 207; FPC2018-0184; Permit
Print Date: 12/16/2021 Job Address: 2525 EL CAMINO REAL, # 207, Permit Type: FIRE-Construction Commercial Parcel #: 1563022700 Valuation: $10,000.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: PERMIT REPORT Cr'city of Carlsbad CARLSBAD, CA 92008-1206 Work Class: Fire Sprinklers Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check#: Plan Check #: Permit No: FPC2018-0184 Status: Closed - Finaled Applied: 06/15/2018 Issued: 07/17/2018 Finaled Close Out: 02/02/2021 Inspector: Final Inspection: Project Title: Description: FOOTLOCKER -SPRINKLER TI (22 HEADS) STORAGE AREA SYSTEM UPGRADE FPContractor: VFS FIRE AND SECURITY SERVICES 501W SOUTHERN AVE ORANGE, CA 92865-3217 (714) 778-6070 FEE AMOUNT FIRE NFPA 13 or 13R System 7 - 100 heads $536.00 Total Fees: $536.00 Total Payments To Date: $536.00 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 ffcZog -&ig FIRE & SECURITY SERVICES VFS FIRE AND SECURITY 501 W. SOUTHERN AVE. ORANGE, CA 92865 714 778 6070 Job Name : FOOTLOCKER Building : SPACE 207 Location : 2525 EL CAMINO REAL CARLSBAD, CA System : SYS-1 AREA 1 Contract : 183157 Data File : VFS FIRE FOOTLOCKER.WXF Computer Programs by Hydratec Inc. Revision: 50.52.1 \j::S FIRE AND SECURITY Page 1 FOOTLOCKER Date 06/14/18 HYDRAULIC CALCULATIONS for Project name: FOOTLOCKER Location: 2525 EL CAMINO REAL CARLSBAD, CA Drawing no: SPACE 207 Date: 06/13/18 Design Remote area number: SYS-1 AREA 1 Remote area location: FOOTLOCKER Occupancy classification: O.H2 STORAGE CLASS I-IV Density: .30 - Gpm/SqFt Area of application: 1645 - SqFt Coverage per sprinkler: 100- SqFt Type of sprinklers calculated: GL 8164 K8.1 S/R 286 DEGREES No. of sprinklers calculated: 100 In-rack demand: 0 - GPM Hose streams: 500 - GPM Total water required (including hose streams): 1341.69 -GPM @ 64.65 -Psi Type of system: WET Volume of dry orpreaction system: -Gal Water supply information Date: 04-05-2017 Location: MARRON RD. WEST OF PLAZA DRIVE (WESTFIELD PLAZA) Source: HYDRANT NUMBER; H60994 Name of contractor: VFS Fire & Security Services Address: 501 W. Southern Ave. / Orange, CA 92865 / Phone number: (714)778-6090 Name of designer: SAL JASSO Authority having jurisdiction: Notes: (Include peaking information or gridded systems here.) -10% FROM PRESSURES -10% WAS DEDUCTED FROM EXISTING STATIC AND RESIDUAL PRESSURES Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C VFS FIRE AND SECURITY Page 2 FOOTLOCKER Date 06/14/18 City Water Supply: Demand: Cl - Static Pressure : 82.8 Dl - Elevation : 14.942 C2 - Residual Pressure: 37.8 D2 - System Flow :841.69 C2 - Residual Flow : 6050 D2 - System Pressure : 64.652 Hose ( Demand) : 500 D3 - System Demand : 1341.69 Safety Margin : 15.374 150 140 130 120 R0 E10° s 90 "r Soy U 70 - Li 4 R60 50 E : 20 Dt. 10 I I I I I I I 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW ( N" 1.85 Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 VFS FIRE AND SECURITY Page 3 FOOTLOCKER Date 06/14/18 SUPPLY ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CON 82.8 37.8 6050.0 80.026 1341.69 64.652 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HD1 30.5 8.1 13.72 30.0 1 30.5 8.1 13.72 30.0 2 30.5 8.1 13.95 30.25 3 30.5 8.1 14.78 31.15 4 30.5 8.1 16.59 33.0 5 30.5 8.1 19.79 36.04 6 30.5 8.1 22.07 38.05 8 30.5 8.1 21.62 37.66 9 30.5 8.1 21.97 37.96 7 30.5 8.1 22.39 38.33 11 30.5 8.1 22.42 38.35 12 30.5 8.1 22.78 38.66 10 30.5 8.1 23.22 39.03 14 30.5 8.1 23.85 39.56 15 30.5 8.1 24.24 39.88 13 30.5 8.1 24.7 40.26 16 30.5 8.1 26.63 41.8 17 30.5 8.1 26.18 41.44 18 30.5 8.1 26.6 41.77 19 30.5 7.56 26.7 39.08 K=K@ HD2 20 30.5 7.56 27.82 39.89 K=K @ HD2 21 30.5 8.1 30.31 44.6 22 30.5 8.1 30.79 44.95 100 30.5 22.25 101 30.5 22.58 102 30.5 23.41 103 30.5 24.91 104 30.5 26.85 105 30.5 27.33 106 30.5 28.36 107 30.5 31.94 108 30.5 31.96 109 30.5 32.37 110 30.5 39.13 111 30.5 39.57 112 30.5 40.43 113 30.5 41.33 IRS 4.0 53.97 BRS 2.0 55.2 UG -4.0 58.18 UG1 -4.0 58.95 UG2. -4.0 58.99 Computer Programs by Hydratec Inc. Revision: 50.52.1 Flow Summary - NFPA 2007 VFS FIRE AND SECURITY Page 4 FOOTLOCKER Date 06/14/18 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes DC1 -4.0 59.02 DC2 -4.0 64.52 CON -4.0 64.65 500.0 Computer Programs by Hydratec Inc. Revision: 50.52.1 EOD, VFS FIRE AND SECURITY Page 5 FOOTLOCKER Date 06/14/18 Nodel Elevl K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf HD1 30.500 8.10 30.00 1 E 2.0 0.333 120 13.717 to T 5.0 7.000 0.0 HD2 30.500 30.0 1.049 0.0 7.333 0.2756 2.021 Vel = 11.14 0.0 HD2 30.00 15.738 K Factor = 7.56 1 30.500 8.10 30.00 1.5 0.0 8.333 120 13.717 to 0.0 0.0 0.0 2 30.500 30.0 1.682 0.0 8.333 0.0277 0.231 Vel = 4.33 2 30.500 8.10 30.25 1.5 0.0 8.333 120 13.948 to 0.0 0.0 0.0 3 30.500 60.25 1.682 0.0 8.333 0.1003 0.836 Vel = 8.70 3 30.500 8.10 31.15 1.5 0.0 8.333 120 14.784 to 0.0 0.0 0.0 4 30.500 91.4 1.682 0.0 8.333 0.2171 1.809 Vel = 13.20 4 30.500 8.10 32.99 1.5 0.0 8.333 120 16.593 to 0.0 0.0 0.0 5 30.500 124.39 1.682 0.0 8.333 0.3840 3.200 Vel = 17.96 5 30.500 8.10 36.04 1.5 0.0 4.000 120 19.793 to 0.0 0.0 0.0 100 30.500 160.43 1.682 0.0 4.000 0.6145 2.458 Vel = 23.16 0.0 100 160.43 22.251 KFactor= 34.01 6 30.500 8.10 38.05 1.5 0.0 4.333 120 22.065 to 0.0 0.0 0.0 100 30.500 38.05 1.682 0.0 4.333 0.0429 0.186 Vel = 5.49 0.0 100 38.05 22.251 K Factor = 8.07 8 30.500 8.10 37.66 1.5 0.0 8.333 120 21.617 to 0.0 0.0 0.0 9 30.500 37.66 1.682 0.0 8.333 0.0421 0.351 Vel = 5.44 9 30.500 8.10 37.97 1.5 0.0 4.000 120 21.968 to 0.0 0.0 0.0 101 30.500 75.63 1.682 0.0 4.000 0.1530 0.612 Vel = 10.92 0.0 101 75.63 22.580 K Factor= 15.92 7 30.500 8.10 38.33 1.5 0.0 4.333 120 22.391 to 0.0 0.0 0.0 101 30.500 38.33 1.682 0.0 4.333 0.0436 0.189 Vel = 5.53 0.0 101 38.33 22.580 K Factor = 8.07 11 30.500 8.10 38.35 1.5 0.0 8.333 120 22.418 to 0.0 0.0 0.0 12 30.500 38.35 1.682 0.0 8.333 0.0436 0.363 Vel = 5.54 12 30.500 8.10 38.66 1.5 0.0 4.000 120 22.781 to 0.0 0.0 0.0 102 30.500 77.01 1.682 0.0 4.000 0.1580 0.632 Vel= 11.12 0.0 102 77.01 23.413 KFactor= 15.92 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final calculations - Hazen-Williams 'IFS FIRE AND SECURITY Page 6 FOOTLOCKER Date 06/14/18 Nodel Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 10 30.500 8.10 39.03 1.5 0.0 4.333 120 23.218 to 0.0 0.0 0.0 102 30.500 39.03 1.682 0.0 4.333 0.0450 0.195 Vel = 5.64 0.0 102 39.03 23.413 K Factor = 8.07 14 30.500 8.10 39.56 1.5 0.0 8.333 120 23.854 to 0.0 0.0 0.0 15 30.500 39.56 1.682 0.0 8.333 0.0462 0.385 Vel = 5.71 15 30.500 8.10 39.88 1.5 0.0 4.000 120 24.239 to 0.0 0.0 0.0 103 30.500 79.44 1.682 0.0 4.000 0.1672 0.669 Vel = 11.47 0.0 103 79.44 24.908 KFactor= 15.92 13 30.500 8.10 40.26 1.5 0.0 4.333 120 24.702 to 0.0 0.0 0.0 103 30.500 40.26 1.682 0.0 4.333 0.0475 0.206 Vel = 5.81 0.0 103 40.26 24.908 KFactor= 8.07 16 30.500 8.10 41.80 1.5 0.0 4.333 120 26.630 to 0.0 0.0 . 0.0 104 30.500 41.8 1.682 0.0 4.333 0.0510 0.221 Vel = 6.04 0.0 104 41.80 26.851 K Factor = 8.07 17 30.500 8.10 41.44 1.5 0.0 8.333 120 26.179 to 0.0 0.0 0.0 18 30.500 41.44 1.682 0.0 8.333 0.0503 0.419 Vel = 5.98 18 30.500 8.10 41.78 1.5 0.0 4.000 120 26.598 to 0.0 0.0 0.0 105 30.500 83.22 1.682 0.0 4.000 0.1825 0.730 Vel = 12.02 0.0 105 83.22 27.328 K Factor = 15.92 19 30.500 7.56 39.08 1.25 0.0 9.500 120 26.701 K= K@ HD2 to 0.0 0.0 0.0 20 30.500 39.08 1.38 0.0 9.500 0.1182 1.123 Vel = 8.38 20 30.500 7.56 39.89 1.25 E 3.716 0.583 120 27.824 K= K@ HD2 to T 7.432 11.148 0.0 107 30.500 78.97 1.442 0.0 11.731 0.3505 4.112 Vel = 15.51 0.0 107 78.97 31.936 KFactor 13.97 21 30.500 8.10 44.60 1.5 0.0 8.333 120 30.312 to 0.0 0.0 0.0 22 30.500 44.6 1.682 0.0 8.333 0.0575 0.479 Vel = 6.44 22 30.500 8.10 44.94 1.5 0.0 5.583 120 30.791 to 0.0 0.0 0.0 108 30.500 89.54 1.682 0.0 5.583 0.2090 1.167 Vel = 12.93 0.0 108 89.54 31.958 KFactor= 15.84 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final aJculations - Hazen-Williams VS FIRE AND SECURITY Page 7 FOOTLOCKER Date 06/14/18 Nodel Elévi K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 100 30.500 198.48 3 0.0 9.042 120 22.251 to 0.0 0.0 0.0 101 30.500 198.48 3.26 0.0 9.042 0.0364 0.329 Vel = 7.63 101 30.500 113.95 3 0.0 9.917 120 22.580 to 0.0 0.0 0.0 102 30.500 312.43 3.26 0.0 9.917 0.0840 0.833 Vel = 12.01 102 30.500 116.04 3 0.0 9.917 120 23.413 to 0.0 0.0 0.0 103 30.500 428.47 3.26 0.0 9.917 0.1508 1.495 Vel = 16.47 103 30.500 119.70 3 0.0 8.167 120 24.908 to 0.0 0.0 0.0 104 30.500 548.17 3.26 0.0 8.167 0.2379 1.943 Vel = 21.07 104 30.500 41.80 3 0.0 1.750 120 26.851 to 0.0 0.0 0.0 105 30.500 589.97 3.26 0.0 1.750 0.2726 0.477 Vel = 22.68 105 30.500 83.22 3 0.0 2.208 120 27.328 to 0.0 0.0 0.0 106 30.500 673.19 3.068 0.0 2.208 0.4674 1.032 Vel = 29.22 106 30.500 0.0 3 E 7.0 1.583 120 28.360 to 0.0 7.000 0.0 109 30.500 673.19 3.068 0.0 8.583 0.4674 4.012 Vel = 29.22 0.0 109 673.19 32.372 KFactor = 118.32 107 30.500 78.97 3.5 0.0 5.000 120 31.936 to 0.0 0.0 0.0 108 30.500 78.97 3.548 0.0 5.000 0.0044 0.022 Vel = 2.56 108 30.500 89.54 3.5 T 17.0 6.292 120 31.958 to 0.0 17.000 0.0 109 30.500 168.51 3.548 0.0 23.292 0.0178 0.414 Vel = 5.47 109 30.500 673.18 4 2E 20.0 15.917 120 32.372 to 0.0 20.000 0.0 110 30.500 841.69 4.026 0.0 35.917 0.1881 6.757 Vel = 21.21 110 30.500 0.0 6 0.0 17.333 120 39.129 to 0.0 0.0 0.0 111 30.500 841.69 6.065 0.0 17.333 0.0256 0.443 Vel = 9.35 111 30.500 0.0 6 T 37.72 4.583 120 39.572 to 0.0 37.720 0.0 112 30.500 841.69 6.357 0.0 42.303 0.0203 0.860 Vel = 8.51 112 30.500 0.0 6 E 17.603 26.333 120 40.432 to 0.0 17.603 0.0 113 30.500 841.69 6.357 0.0 43.936 0.0203 0.894 VeI= 8.51 113 30.500 0.0 8 3E 63.423 108.583 120 41.326 to 3F 31.712 95.135 11.477 TRS 4 841.69 8.249 0.0 203.718 0.0057 1.165 Vel = 5.05 TRS 4 0.0 8 G 4.0 5.000 120 53.968 to S 45.0 49.000 0.866 BRS 2 841.69 7.981 0.0 54.000 0.0067 0.363 Vel = 5.40 BRS 2 0.0 8 E 21.405 5.000 120 55.197 to T 41.62 63.025 2.599 UG -4 841.69 8.27 0.0 68.025 0.0056 0.384 Vel = 5.03 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final ralculations -Hazen-Williams \4FS FIRE AND SECURITY Page 8 FOOTLOCKER Date 06/14/18 Node 1 Elevi K Qa Nom Fitting , Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG -4 0.0 8 0.0 114.708 120 58.180 to 0.0 0.0 0.0 UG1 -4 841.69 7.98 0.0 114.708 0.0067 0.771 Vel = 5.40 UG1 -4 0.0 8 0.0 10.000 140 58.951 to 0.0 0.0 0.0 UG2 -4 841.69 8.27 0.0 10.000 0.0043 0.043 Vet = 5.03 UG2 -4 0.0 8 0.0 5.000 150 58.994 to 0.0 0.0 0.0 DC1 -4 841.69 7.98 0.0 5.000 0.0044 0.022 Vet = 5.40 DC1 -4 0.0 8 5E 142.34 6.000 140 59.016 to 0.0 113.872 5.000 *Fixed Loss 5 DC2 -4 841.69 8.27 0.0 119.872 0.0042 0.509 Vet = 5.03 DC2 -4 0.0 10 T 67.474 10.000 150 64.525 to 0.0 67.474 0.0 CON -4 841.69 9.79 0.0 77.474 0.0016 0.127 Vel = 3.59 500.00 Qa = 500.00 CON 1341.69 64.652 K Factor = 166.86 Computer Programs by Hydratec Inc. Revision: 50.52.1