Loading...
HomeMy WebLinkAbout5480 GRAND PACIFIC DR; ; AS120141; Permit12/27/24,12:51 PM AS120141 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS120141 5480 GRAND Job Address: Status: APPROVED PACIFIC DR Permit Type: SPRINK Applied 10/24/2012 Parcel No: 2111300900 Approved: 10/26/2012 Lot #: 0 Reference No.: Issued: 10/26/2012 PC #: Inspector: Project Title: TWENTY/20 RESTAURANT AS T.I. OF ENCLOSED OUTDOOR DINING AREA Applicant: SOUTHERN CALIFORNIA FIRE PROTECTION, INC. STE8 27665 FORBES RD LAGUNA NIGUEL, CA 949-348-9600 Owner: GRAND PACIFIC CARLSBAD HOTEL L P 5900 PASTEUR CT #200 CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 268 0 268 .0 about:blank 1/1 A6 12-014( - - - Fire Protection by Computer Design SOUTHERN CALIFORNIA FIRE PROT. 27665 FORBES ROAD SUITE 8 LAGUNA NIGUEL, CA 92677 (949) 348-9600 Job Name 20/20 Restaurant- Carlsbad, CA .10/ Entire Area, Light haz. Building : 1ST FL. Location : 5480 GRAND PACIFIC DR., CARLSBAD, CA System : #1 Contract Data File : 20 Twenty Calci .WXF I - 'I —......— r • - •- .'s• .7—' 'A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SOUTHERN CALIFORNIA FIRE PROT. 2?JI20 Restaurant- Carlsbad, CA .10/ Entire Area, Light haz. Page 1 Date 10-23-12 Hydraulic Design Information Sheet Name - 20/20 Restaurant T.I. Date - 10-23-12 Location - 5480 GRAND PACIFIC DR., CARLSBAD, CA Building - 1ST FL. System No. - #1 Contractor - Southen Calif. Fire Protection, Inc. Contract No. - Calculated By - DK Drawing No. - FP-1 Construction: Combustible Ceiling Height - 13 FT. Occupancy - Light Hazard S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - ENTIRE System Type Sprinkler/Nozzle Density - .10 (X) Wet Make D Area Per Sprinkler - 152.37 ( ) Dry Model E Elevation at Highest Outlet - 13 ( ) Deluge Size S Hose Allowance - Inside - ( ) Preaction K-Factor I Rack Sprinkler Allowance - ( ) Other Temp.Rat. G Hose Allowance - Outside - 100 N Note Calculation Flow Required - 152.49 Press Required - 55.42 @BOR .Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - CURRENT Cap. - T Time of Test - N/A Rated Cap.- Elev.- E Static Press - 75 (67.5) 8 Press - R Residual Press - 20 (18) Elev. - Well Flow - 1160 Proof Flow S Elevation - N/A U P Location - AT SITE P L Source of Information - ACTUAL FLOW TEST Y C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized % Rack M Single Row ( ) Conven. Pallet Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet Solid Shelf ( ) Non T A ( ) Mult. Row Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) SOUTHERN CALIFORNIA FIRE PROT. Page 2 20/20 Restaurant- Carlsbad, CA .10/ Entire Area, Light haz. Date 10-23-12 City Water Supply: Demand: Cl - Static Pressure : 67.5 Dl - Elevation : 5.630 C2 - Residual Pressure: 18 D2 - System Flow : 152.494 C2 - Residual Flow : 1160 D2 - System Pressure : 61.138 Hose (Adj City) Hose ( Demand) : 100 D3 - System Demand : 252.494 Safety Margin : 3.414 150 140 130 p120 R° E10° S90 580 R 60 E 50 40 30 20 10 1 .... ........ ____ 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 20/20 Restaurant- Carlsbad, CA .10/ Entire Area, Light haz. Date 10-23-12 Fitting Legend Abbrev. Name % % 1 11/4 11,4 2 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 F 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90' Flow thru 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 Pressure / Flow Summary - STANDARD SOUTHERN CALIFORNIA FIRE PROT. Page 4 20/20 Restaurant- Carlsbad, CA .10/ Entire Area, Light haz. Date 10-23-12 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Si 13.0 5.6 7.4 na 15.24 0.1 152.37 7.4 S2 13.0 5.6 7.92 na 15.76 0.1 152.37 7.4 S3 13.0 5.6 8.65 na 16.47 0.1 152.37 7.4 S4 13.0 5.6 7.99 na 15.83 0.1 152.37 7.4 S5 13.0 5.6 8.55 na 16.38 0.1 152.37 7.4 S6 13.0 5.6 9.34 na 17.11 0.1 152.37 7.4 S7 13.0 5.6 10.21 na 17.89 0.1 152.37 7.4 S8 13.0 5.6 10.91 na 18.5 0.1 152.37 7.4 S9 13.0 5.6 11.89 na 19.31 0.1 152.37 7.4 1 13.5 7.38 na 2 13.5 8.16 na 3 13.5 8.93 na 4 13.5 7.98 na 5 13.5 8.83 na 6 13.5 9.65 na 7 13.5 10.25 na 8 13.5 11.3 na 9 13.5 12.34 na 10 13.5 9.75 na 11 13.5 10.52 na 12 13.5 13.43 na Ji 13.433 10.85 na J2 13.433 11.7 na J3 13.433 14.9 na J4 12.33 43.13 na TOR 12.33 47.35 na BOR 1.0 55.42 na -UI -3.0 57.19 na U2 -3.0 57.33 na U3 -3.0 58.78 na U4 -3.0 59.03 na 100.0 BFi 3.0 56.58 na BF2 0.0 60.93 na TEST 0.0 61.14 na The maximum velocity is 22.02 and it occurs in the pipe between nodes J3 and J4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams $9UTHERN CALIFORNIA FIRE PROT. Page 5 20/20 Restaurant- Carlsbad, CA .10/ Entire Area, Light haz. Date 10-23-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Si 15.24 1.08 1E 2.305 0.500 7.403 K Factor =5.60 to 120.0 0.0 2.305 -0.217 1 15.24 0.0684 0.0 2.805 0.192 Vel = 5.34 0.0 15.24 7.378 K Factor = 5.61 S2 15.76 1.08 iT 5.762 0.500 7.925 K Factor = 5.60 to 120.0 0.0 5.762 -0.217 2 15.76 0.0727 0.0 6.262 0.455 Vel = 5.52 0.0 15.76 8.163 K Factor = 5.52 S3 16.47 1.08 1 5.762 0.500 8.654 K Factor = 5.60 to 120.0 0.0 5.762 -0.217 3 16.47 0.0789 0.0 6.262 0.494 Vel = 5.77 0.0 16.47 8.931 K Factor = 5.51 S4 15.83 1.08 1E 2.305 0.500 7.993 K Factor = 5.60 to 120.0 0.0 2.305 -0.217 4 15.83 0.0734 0.0 2.805 0.206 Vel = 5.54 0.0 15.83 7.982 K Factor = 5.60 S5 16.38 1.08 iT 5.762 0.500 8.553 K Factor = 5.60 to 120.0 0.0 5.762 -0.217 5 16.38 0.0781 0.0 6.262 0.489 Vel = 5.74 0.0 16.38 8.825 K Factor = 5.51 S6 17.11 1.08 1 5.762 0.500 9.336 K Factor = 5.60 to 120.0 0.0 5.762 -0.217 6 17.11 0.0848 0.0 6.262 0.531 Vel = 5.99 0.0 17.11 9.650 K Factor = 5.51 S7 17.89 1.08 1E 2.305 0.500 10.206 K Factor =5.60 to 120.0 0.0 2.305 -0.217 7 17.89 0.0923 0.0 2.805 0.259 Vel = 6.27 0.0 17.89 10.248 K Factor = 5.59 S8 18.50 1.08 1 5.762 0.500 10.909 K Factor =5.60 to 120.0 0.0 5.762 -0.217 8 18.5 0.0977 0.0 6.262 0.612 Vel = 6.48 0.0 18.50 11.304 K Factor = 5.50 S9 19.31 1.08 iT 5.762 0.500 11.891 K Factor =5.60 to 120.0 0.0 5.762 -0.217 9 19.31 0.1059 0.0 6.262 0.663 Vel = 6.76 0.0 19.31 12.337 K Factor = 5.50 1 15.24 1.08 0.0 11.500 7.378 to 120.0 0.0 0.0 0.0 2 15.24 0.0683 0.0 11.500 0.785 Vel = 5.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinalCalculations - Hazen-Williams S,OUTHERN CALIFORNIA FIRE PROT. Page 6 20/20 Restaurant- Carlsbad, CA .10/ Entire Area, Light haz. Date 10-23-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 2 15.76 1.408 0.0 11.000 8.163 to 120.0 0.0 0.0 0.0 3 31.0 0.0698 0.0 11.000 0.768 Vel = 6.39 3 16.48 1.408 IE 3.308 2.000 8.931 to 120.0 0.0 3.308 0.0 10 47.48 0.1537 0.0 5.308 0.816 Vet = 9.78 0.0 47.48 9.747 K Factor = 15.21 4 15.83 1.08 0.0 11.500 7.982 to 120.0 0.0 0.0 0.0 5 15.83 0.0733 0.0 11.500 0.843 Vet = 5.54 5 16.38 1.408 0.0 11.000 8.825 to 120.0 0.0 0.0 0.0 6 32.21 0.0750 0.0 11.000 0.825 Vel = 6.64 6 17.11 1.408 1E 3.308 2.000 9.650 to 120.0 0.0 3.308 0.0 11 49..32 0.1648 0.0 5.308 0.875 Vel = 10.16 0.0 49.32 10.525 K Factor = 15.20 7 17.89 1.08 0.0 11.500 10.248 to 120.0 0.0 0.0 0.0 8 17.89 0.0918 0.0 11.500 1.056 Vet = 6.27 8 18.50 1.408 0.0 11.000 11.304 to 120.0 0.0 0.0 0.0 9 36.39 0.0939 0.0 11.000 1.033 Vet = 7.50 9 19.31 1.408 1E 3.308 2.000 12.337 to 120.0 0.0 3.308 0.0 12 55.7 0.2065 0.0 5.308 1.096 Vet = 11.48 0.0 55.70 13.433 K Factor = 15.20 10 47.48 1.38 iT 6.0 0.330 9.747 to 120.0 0.0 6.000 0.029 Ji 47.48 0.1694 0.0 6.330 1.072 Vet = 10.18 0.0 47.48 10.848 K Factor = 14.42 11 49.32 1.38 iT 6.0 0.330 10.525 to 120.0 0.0 6.000 0.029 J2 49.32 0.1817 0.0 6.330 1.150 Vel = 10.58 0.0 49.32 11.704 KFactor= 14.42 12 55.70 1.38 iT 6.0 0.330 13.433 to 120.0 0.0 6.000 0.029 J3 55.7 0.2276 0.0 6.330 1.441 Vet = 11.95 0.0 55.70 14.903 K Factor = 14.43 Ji 47.48 1.682 0.0 13.250 10.848 to 120.0 0.0 0.0 0.0 J2 47.48 0.0646 0.0 13.250 0.856 Vel = 6.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FinaICaIcuIations - Hazen-Williams SPUTHERN CALIFORNIA FIRE PROT. Page 7 20/20 Restaurant- Carlsbad, CA .10/ Entire Area, Light haz. Date 10-23-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn J2 49.32 1.682 0.0 13.250 11.704 to 120.0 0.0 0.0 0.0 J3 96.8 0.2414 0.0 13.250 3.199 Vet = 13.98 J3 55.69 1.682 2E 9.9 39.680 14.903 to 120.0 0.0 9.900 0.478 J4 152.49 0.5596 0.0 49.580 27.745 Vet = 22.02 J4 0.0 3.26 7E 65.854 123.583 43.126 to 120.0 0.0 65.854 0.0 TOR 152.49 0.0223 0.0 189.437 4.225 Vet = 5.86 TOR 0.0 4.26 lB 15.8 11.330 47.351 to 120.0 lFsp 0.0 15.800 7.907 * Fixed loss = 3 BOR 152.49 0.0060 0.0 27.130 0.164 Vet = 3.43 BOR 0.0 6.16 2E 30.202 9.500 55.422 to 120.0 0.0 30.202 1.732 Ui 152.49 0.0010 0.0 39.702 0.041 Vet = 1.64 Ui 0.0 5.07 1E 5.85 46.330 57.195 to 120.0 0.0 5.850 0.0 U2 152.49 0.0026 0.0 52.180 0.135 Vet = 2.42 U2 0.0 5.07 IT 12.535 538.230 57.330 to 120.0 3F 8.774 21.309 0.0 U3 152.49 0.0026 0.0 559.539 1.453 Vet = 2.42 U3 0.0 5.07 1E 5.85 89.830 58.783 to 120.0 0.0 5.850 0.0 U4 152.49 0.0026 0.0 95.680 0.248 Vet = 2.42 U4 100.00 6.16 2E 30.202 26.000 59.031 Qa = 100 to 120.0 0.0 30.202 -2.599 BFi 252.49 0.0026 0.0 56.202 0.144 Vet = 2.72 BFi 0.0 6.16 1E 15.101 5.000 56.576 to 120.0 0.0 15.101 4.299 * Fixed loss = 3 BF2 252.49 0.0026 0.0 20.101 0.052 Vet = 2.72 BF2 0.0 6.357 2E 35.205 19.880 60.927 to 120.0 IT 37.72 76.697 0.0 TEST 252.49 0.0022 iG 3.772 96.577 0.211 Vet = 2.55 0.0 252.49 61.138 K Factor= 32.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087