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HomeMy WebLinkAbout1546 BALBOA CR; ; FPC2017-0266PERMIT REPORT (City of Carlsb ad Print Date: 09/07/2023 Job Address: 1546 BALBOA CR, CARLSBAD, CA Permit Type: FIRE-Construction Commercial Parcel #: 2111310300 Valuation: $317,758.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Work Class: Fire Sprinklers Track #: Lot #: Project #: Plan #: Construction Type: Orig. Plan Check #: Plan Check #: Permit No: FPC2017-0266 Status: Closed - Finaled Applied: 09/19/2017 Issued: 12/27/2017 Finaled Close Out: 03/19/2021 Final Inspection: INSPECTOR: Fieri, Dominic Project Title: Description: MARBRISA GRAND PACIFIC RESORT - SPRINKLER NFPA 13 <100 (MAINTENANCE BLDG) Applicant: SOUTHERN CALIFORNIA FIRE 26542 CORTINA DR MISSION VIEJO, CA 92691-5427 (949) 433-3473 FEE AMOUNT FIRE NFPA 13 System < 100 heads $601.00 Total Fees: $601.00 Total Payments To Date: $601.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov F PC2O I 7-0266 - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 26542 CORTINA DR MISSION VIEJO, CA 92691 949-433-3473 Job Name : Marbrisa-Dist. Bldg Building : FP-3 Location : 1546 BALBOA CIRCLE, CARLSBAD, CA System Contract : N/A Data File : Marbrisa Dist. Bldg Final.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'SOUTHERN CALIFORNIA FIRE PROT. Page 1 Marbrisa-Dist. Bldg Date 8-22-17 HYDRAULIC CALCULATIONS for Project name: MARBRISA DIST. BLDG. Location: 1546 BALBOA CIRCLE, CARLSBAD, CA Drawing no: FP-3 Date: 8-22-17 Design Remote area number: Remote area location: FACILITY MAIN. Occupancy classification: ORD. HAZARD, GRP-1 Density: .15 - Gpm/SqFt Area of application: 1500 - SqFt Coverage per sprinkler: 130 - SqFt Type of sprinklers calculated: UPRIGHT SPRK. No. of sprinklers calculated: 13 In-rack demand: N/A - GPM Hose streams: 250 - GPM Total water required (including hose streams): 513.08-GPM @ 54.22 -Psi Type of system: WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: Location: AT SITE Source: CITY OF CARLSBAD FIRE PREVENTION Name of contractor: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. Address: 27665 FORBES RD., SUITE 8, LAGUNA NIGUEL, CA Phone number: 949-378-9600 Name of designer: D.N.A. Authority having jurisdiction: CARLSBAD FIRE PREVENTION Notes: (Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 Marbrisa-Dist. Bldg Date 8-22-17 City Water Supply: Demand: Cl -Static Pressure : 77.4 Dl - Elevation : 5.197 C2 - Residual Pressure: 67.5 D2 - System Flow : 263.078 C2 - Residual Flow : 1245 D2 - System Pressure : 54.219 Hose (Adj City) Hose ( Demand) : 250 D3 - System Demand : 513.078 Safety Margin : 21.261 150 140 130 p120 R11° -- E100 s 90 80 : _____ ______ - __________ C2 U 70 p R 60 ------- E 5° D3 40 IM 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary SOUTHERN CALIFORNIA FIRE PROT. Page 3 Marbrisa-Dist. Bldg Date 8-22-17 Fitting Legend Abbrev. Name % % 1 1% 11/2 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24 B Generic Butterfly Valve 0 0 0 0 0 0 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E 90' Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S Generic Swing Check Valve 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow hru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Presure / Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 Marbrisa-Dist. Bldg Date 8-22-17 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. S4 12.0 5.6 11.68 na 19.14 0.15 126 7.1 S3 12.0 5.6 11.98 na 19.39 0.15 126 7.1 SI 12.0 5.6 11.8 na 19.24 0.15 126 7.1 S2 12.0 5.6 12.18 na 19.54 0.15 126 7.1 S5 12.0 5.6 11.39 na 18.9 0.15 126 7.1 S6 12.0 5.6 11.87 na 19.3 0.15 126 7.1 S7 12.0 5.6 12.5 na 19.8 0.15 126 7.1 S8 12.0 5.6 12.89 na 20.11 0.15 126 7.1 S9 12.0 5.6 12.7 na 19.96 0.15 126 7.1 SIO 12.0 5.6 13.45 na 20.54 0.15 126 7.1 SII 12.0 5.6 14.78 na 21.53 0.15 126 7.1 S12 12.0 5.6 15.24 na 21.86 0.15 126 7.1 S13 12.0 5.6 18.05 na 23.79 0.15 126 7.1 1 12.0 13.31 na 2 12.0 13.32 na 3 12.0 13.65 na 4 12.0 14.1 na 5 12.0 15.02 na 6 12.0 16.65 na 7 12.0 18.92 na 8 12.0 27.09 na 9 12.0 34.01 na TR 12.0 37.91 na BR 3.0 42.92 na UG -3.0 45.61 na 250.0 CTY 0.0 54.22 na The maximum velocity is 23.1 and it occurs in the pipe between nodes 7 and 8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 5 Marbrisa-Dist. Bldg Date 8-22-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S4 19.14 1.442 0.0 12.000 11.678 K Factor 5.60 to 120.0 0.0 0.0 0.0 S3 19.14 0.0255 0.0 12.000 0.306 Vel = 3.76 S3 19.38 1.442 IT 7.432 6.790 11.984 K Factor= 5.60 to 120.0 0.0 7.432 0.0 1 38.52 0.0929 0.0 14.222 1.321 Vel = 7.57 0.0 38.52 13.305 KFactor= 10.56 SI 19.24 1.442 1 3.716 10.830 11.802 KFactor = 5.60 to 120.0 0.0 3.716 0.0 S2 19.24 0.0257 0.0 14.546 0.374 Vel = 3.78 S2 19.54 1.442 IT 7.432 4.710 12.176 K Factor = 5.60 to 120.0 0.0 7.432 0.0 2 38.78 0.0941 0.0 12.142 1.142 Vel = 7.62 0.0 38.78 13.318 K Factor = 10.63 S5 18.90 1.442 IT 7.432 12.000 11.391 K Factor =5.60 to 120.0 0.0 7.432 0.0 S6 18.9 0.0249 0.0 19.432 0.483 Vel = 3.71 S6 19.30 1.442 IT 7.432 12.000 11.874 K Factor= 5.60 to 120.0 0.0 7.432 0.0 3 38.2 0.0915 0.0 19.432 1.778 Vel = 7.50 0.0 38.20 13.652 K Factor= 10.34 S7 19.80 1.442 1 3.716 10.830 12.498 K Factor = 5.60 to 120.0 0.0 3.716 0.0 S8 19.8 0.0271 0.0 14.546 0.394 Vel = 3.89 S8 20.10 1.442 IT 7.432 4.710 12.892 K Factor= 5.60 to 120.0 0.0 7.432 0.0 4 39.9 0.0992 0.0 12.142 1.204 Vel = 7.84 0.0 39.90 14.096 KFactor= 10.63 S9 19.96 1.38 21 12.0 10.000 12.698 K Factor =5.60 to 120.0 0.0 12.000 0.0 SW 19.96 0.0341 0.0 22.000 0.750 Vel = 4.28 SIO 20.53 1.442 IT 7.432 8.040 13.448 K Factor= 5.60 to 120.0 0.0 7.432 0.0 5 40.49 0.1019 0.0 15.472 1.576 Vel = 7.95 0.0 40.49 15.024 KFactor= 10.45 SII 21.53 1.442 1 3.716 10.830 14.782 K Factor =5.60 to 120.0 0.0 3.716 0.0 S12 21.53 0.0317 0.0 14.546 0.461 Vel = 4.23 S12 21.86 1.442 IT 7.432 4.700 15.243 K Factor = 5.60 to 120.0 0.0 7.432 0.0 6 43.39 0.1158 0.0 12.132 1.405 Vel = 8.52 0.0 43.39 16.648 K Factor= 10.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams SOUTHERN CALIFORNIA FIRE PROT. Page 6 Marbrisa-Dist. Bldg Date 8-22-17 Hyd. Ref. Qa Dia. "CI' Fitting or Pipe Ftng's Pt Pt Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn S13 23.79 1.442 2T 14.864 8.040 18.046 K Factor= 5.60 to 120.0 0.0 14.864 0.0 7 23.79 0.0381 0.0 22.904 0.873 Vel = 4.67 0.0 23.79 18.919 K Factor = 5.47 1 38.52 2.157 0.0 0.960 13.305 to 120.0 0.0 0.0 0.0 2 38.52 0.0135 0.0 0.960 0.013 Vel = 3.38 2 38.78 2.157 0.0 7.040 13.318 to 120.0 0.0 0.0 0.0 3 77.3 0.0474 0.0 7.040 0.334 Vel = 6.79 3 38.20 2.157 0.0 4.460 13.652 to 120.0 0.0 0.0 0.0 4 115.5 0.0996 0.0 4.460 0.444 Vel = 10.14 4 39.90 2.157 0.0 5.380 14.096 to 120.0 0.0 0.0 0.0 5 155.4 0.1725 0.0 5.380 0.928 Vel = 13.64 5 40.49 2.157 0.0 6.130 15.024 to 120.0 0.0 0.0 0.0 6 195.89 0.2649 0.0 6.130 1.624 Vel = 17.20 6 43.40 2.157 0.0 5.920 16.648 to 120.0 0.0 0.0 0.0 7 239.29 0.3836 0.0 5.920 2.271 Vel = 21.01 7 23.79 2.157 IT 12.307 5.580 18.919 to 120.0 0.0 12.307 0.0 8 263.08 0.4570 0.0 17.887 8.175 Vel = 23.10 8 0.0 2.157 IT 12.307 2.830 27.094 to 120.0 0.0 12.307 0.0 9 263.08 0.4570 0.0 15.137 6.918 Vel = 23.10 9 0.0 2.157 1 6.153 2.380 34.012 to 120.0 0.0 6.153 0.0 TR 263.08 0.4570 0.0 8.533 3.900 Vel = 23.10 TR 0.0 4.26 1 15.8 9.000 37.912 to 120.0 1S 28.968 57.935 3.898 BR 263.08 0.0166 1 13.167 66.935 1.112 Vel = 5.92 BR 0.0 4.1 0.0 6.000 42.922 to 140.0 0.0 0.0 2.599 UG 263.08 0.0150 0.0 6.000 0.090 Vel = 6.39 UG 250.00 3.63 2E 18.253 100.000 45.611 Qa250 to 150.0 IC 1.825 20.077 -1.299 CTY 513.08 0.0825 0.0 120.077 9.907 Vel = 15.91 0.0 513.08 54.219 KFactor= 69.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087