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HomeMy WebLinkAbout2815 JEFFERSON ST; ; AS050052; Permit9/14/22, 10:59 AM AS050052 Permit Data City of Carlsbad Sprinkler Permit 2815 JEFFERSON Job Address: ST Permit Type: SPRINK Parcel No: 2031102900 Lot #: 0 Reference No.: Permit No: AS050052 Status: ISSUED Applied 3/31/2005 Approved: 6/23/2005 Issued: 6/23/2005 PC #: Inspector: Project Title: JESSEE OFFICE BLDG. FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: GARDNER PIPE & MECHANICAL, INC 10641 PEARL ST GARDEN GROVE, CA (714) 632-5844 Owner: JESSEE WILLIAM K 2075 CORTE DEL NOGAL #S CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 1,150 0 1,150 0 about:blank 1/1 11 Fire Protection by Computer Design C 1—_7r 1cE Building Location : 2815 JEFFERSON STREET System I Contract : 41222 Data File 41222-JE.WXI CITY OF CARLSBAD FIRE DEPARTMENT APPROVED Subject to field inspection and requited tests, notations hereon, conditions in correspondence and conformance with applicable regulations. The stamping of the ppgs shall not be held to permit Ofr4he violation of any raw,, Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Page 1 41222 JESSEE OFFICE BLDG Date 020205 City Water Supply: Cl - Static Pressure : 74.7 C2 - Residual Pressure: 18 C2 - Residual Flow : 4190 150 140 130 P 120 R 110 E 100 S 90 80 U 70 R 60 E 50 40 30 20 10 500 1000 1500 2000 2500 3000 3500 4000 4OU FLOW ( N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 - Dl - Elevation : 12.127 D2 - System Flow : 458.84 D2 - System Pressure : 70.485 Hose (Adj City) Hose ( Demand) : 250 D3 - System Demand : 708.84 Safety Margin : 2.097 - - - - - --Cl— :_ • 3— __ ____ .i .... Fittings Used Summary Page 2 41222 JESSEE OFFICE BLDG Date 020205 Fitting Legend Abbrev. Name % 3h 1 1% 1% 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 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 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Page 3 41222 JESSEE OFFICE BLDG Date 020205 Node Elevation K-Fact Pt Rn Flow Density Area Press No. Actual Actual Req. 35 30.0 5.6 23.46 na 27.12 .2 125 7.000 34 30.0 5.6 23.99 na 27.43 .2 125 7.000 33 30.0 5.6 22.99 na 26.85 .2 125 7.000 32 30.0 5.6 23.15 na 26.94 .2 125 7.000 31 30.0 5.6 24.04 na 27.45 .2 125 7.000 30 30.0 5.6 24.85 na 27.91 .2 125 7.000 29 30.0 5.6 21.39 na 25.9 .2 125 7.000 28 30.0 5.6 19.93 na 25.0 .2 125 7.000 27 30.0 5.6 21.99 na 26.26 .2 125 7.000 26 30.0 5.6 23.14 na 26.94 .2 125 7.000 21 30.0 24.1 na 22 30.0 5.6 24.1 na 27.49 .2 125 7.000 23 30.0 5.6 24.2 na 27.55 .2 125 7.000 24 30.0 25.0 na 25 30.0 25.56 na 14 30.0 24.65 na 15 30.0 5.6 24.46 na 27.7 .2 125 7.000 16 30.0 5.6 24.44 na 27.69 .2 125 7.000 17 30.0 24.47 na 18 30.0 24.63 na 19 30.0 25.65 na 20 30.0 26.51 na 1 30.0 23.26 na 13 30.0 26.38 na 2 30.0 5.6 23.2 na 26.98 .2 125 7.000 3 30.0 5.6 22.98 na 26.84 .2 125 7.000 4 30.0 22.86 na 5 30.0 22.86 na 6 30.0 5.6 22.89 na 26.79 .2 125 7.000 7 30.0 23.47 na 8 30.0 24.38 na 9 30.0 34.88 na 10 30.0 35.08 na 11 30.0 35.62 na 12 30.0 39.22 na 3RD 30.0 50.14 na BOR 0.5 65.58 na P2D -3.0 67.41 na BF2 2.0 65.55 na BFI 2.0 69.57 na HOSE -3.0 72.04 na 250.0 SRC 2.0 70.49 na The maximum velocity is 27 and it occurs in the pipe between nodes 12 and 3RD Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Page 4 ' 41222 JESSEE OFFICE BLDG Date 020205 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 35 27.12 1.049 IT 5.0 1.750 23.456 K Factor = 5.60 to 120 0.0 5.000 0.0 24 27.12 0.2286 0.0 6.750 1.543 Vel = 10.07 0.0 27.12 24.999 K Factor = 5.42 34 27.43 1.049 IT 5.0 1.750 23.989 K Factor =5.60 to 120 0.0 5.000 0.0 25 27.43 0.2333 0.0 6.750 1.575 Vel = 10.18 0.0 27.43 25.564 K Factor = 5.43 33 26.85 1.049 IT 5.0 1.580 22.995 K Factor = 5.60 to 120 0.0 5.000 0.0 17 26.85 0.2245 0.0 6.580 1.477 Vel = 9.97 0.0 26.85 24.472 K Factor = 5.43 32 26.94 1.049 IT 5.0 1.580 23.147 K Factor = 5.60 to 120 0.0 5.000 0.0 18 26.94 0.2258 0.0 6.580 -- 1.486 Vel = 10.00 0.0 26.94 24.633 K Factor = 5.43 31 27.45 1.049 IT 5.0 1.910 24.036 K Factor = 5.60 to 120 0.0 5.000 0.0 19 27.45 0.2339 0.0 6.910 1.616 Vel = 10.19 0.0 2745 25.652 K Factor = 5.42 30 27.91 1.049 1 5.0 1.910 24.847 K Factor = 5.60 to 120 0.0 5.000 0.0 20 27.91 0.2411 0.0 6.910 1.666 Vel = 10.36 0.0 27.91 - 26.513 K Factor = 5.42 - 29 25.90 1.049 1 5.0 2.000 21.390 K Factor =5.60 to 120 0.0 5.000 0.0 4 25.9 0.2099 0.0 7.000 1.469 Vel = 9.61 0.0 -25.90 22.859 K Factor = 5.42 28 25.00 1.049 2T 10.0 4.910 19.930 K Factor =5.60 to 120 0.0 10.000 0.0 5 25.0 0.1966 0.0 14.910 2.932 Vel = 9.28 0.0 25.00 - 22.862 K Factor = 5.23 27 26.26 1.049 IT 5.0 1.870 21.990 K Factor 5.60 to 120 0.0 5.000 0.0 726.260.2154 0.06.870 1.480 Vel =9.75 0.0 26.26 23.470 K Factor = 5.42 26 26.94 1.049 1 5.0 0.500 23.141 K Factor = 5.60 to 120 0.0 5.000 0.0 8 26.94 0.2258 0.0 5.500 1.242 Vel = 10.00 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Page 5 41222 JESSEE OFFICE BLDG Date 020205 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn 0.0 26.94 24.383 K Factor = 5.46 21 1.74 2.067 iT 10.0 1.000 24.096 to 120 0.0 10.000 0.0 22 1.74 0.0001 0.0 11.000 0.001 Vel = 0.17 22 27.49 2.067 0.0 10.160 24.097 K Factor =5.60 to 120 0.0 0.0 0.0 23 29.23 0.0096 0.0 10.160 0.098 Vet = 2.79 23 27.55 2.067 2E 10.0 14.370 24.195 K Factor =5.60 to 120 0.0 10.000 0.0 24 56.78 _0.0330 0.024.370 0.804 Vel =5.43 24 27.12 2.067 0.0 8.330 24.999 to 120 0.0 0.0 0.0 25 83.90.0678 0.08.330 0.565 - Vel=8.02 25 27.43 2.067 iT 10.0 73.000 25.564 to 120 0.0 10.000 0.0 10 111.33 0.1146 0.0 83.000 9.512 Vel = 10.64 0.0 111.33 35.076 K Factor= 18.80 14 -39.66 2.067 iT 10.0 1.000 24.647 to 120 0.0 10.000 0.0 15-39.66-0.0170 0.0 11.000 -0.187 Vel 3.79 15 27.69 2.067 0.0 10.160 24.460 K Factor =,5.60 to 120 0.0 0.0 0.0 16-11.97-0.0019 0.010.160 -0.019 Vel _1.14 16 27.69 2.067 0.0 9.950 24.441 K Factor = 5.60 to 120 0.0 0.0 0.0 17 15.72 0.0031 0.0 9.950 0.031 Vet = 1.50 17 26.85 2.067 0.0 8.330 24.472 to 120 0.0 0.0 0.0 18 42.570.0193 0.08.330 0.161 Vel _4.07 18 26.95 2.067 2E 10.0 11.250 24.633 to 120 0.0 10.000 0.0 19 69.52 0.0480 0.0 21.250 1.019 Vel=6.65 19 27.45 2.067 0.0 9.700 25.652 to 120 0.0 0.0 0.0 20 96.970.0888 0.0 9.700 0.861 Vel =9.27 20 27.91 2.067 IT 10.0 54.250 26.513 to 120 0.0 10.000 0.0 11124.880.1417 0.0 64.250 9.107 Vel =11.94 0.0 124.88 35.620 K Factor= 20.92 1 73.20 2.067 1E 5.0 10.910 23.257 to 120 0.0 5.000 0.0 21 73.2 0.0527 0.0 15.910 0.839 Vel _7.00 21 -1.74 2.067 0.0 10.910 24.096 to 120 0.0 0.0 0.0 14 71.46 0.0505 0.0 10.910 0.551 Vel = 6.83 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Page 6 41222 JESSEE OFFICE BLDG Date 020205 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11c'.or Ftng's Pe Pv ******* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 14 39.66 2.067 IE 5.0 10.160 24.647 to 120 0.0 5.000 0.0 13 111.12 0.1142 0.0 15.160 1.731 Vel = 10.62 13 0.0 2.067 iT 10.0 102.410 26.378 to 120 0.0 10.000 0.0 12 111.12 0.1142 0.0 112.410 12.838 Vel = 10.62 0.0 111.12 39.216 KFactor= 17.74 1 -73.20 2.067 0.0 1.000 23.257 to 120 0.0 0.0 0.0 2 -73.2 -0.0530 0.0 1.000 -0.053 Vel = 7.00 2 26.97 2.067 0.0 10.160 23.204 K Factor = 5.60 to 120 0.0 0.0 0.0 3 -46.23 -0.0225 0.0 10.160 -0.229 Vel = 4.42 3 26.84 2.067 2E 10.0 15.660 22.975 K Factor= 5.60 to 120 0.0 10.000 0.0 4 -19.39 -0.0045 0.0 25.660 -0.116 Vel= 1.85 4 25.90 2.067 0.0 4.160 22.859 to 120 0.0 0.0 0.0 5 6.51 0.0007 0.0 4.160 0.003 Vel = 0.62 5 25.00 2.067 0.0 2.160 22.862 to 120 0.0 0.0 0.0 6 31.51 0.0111 0.0 2.160 0.024 Vet = 3.01 6 26.79 2.067 2E 10.0 6.870 22.886 K Factor = 5.60 to 120 0.0 10.000 0.0 7 58.3 0.0346 0.0 16.870 0.584 Vet = 5.57 7 26.26 2.067 0.0 13.250 23.470 to 120 0.0 0.0 0.0 8 84.56 0.0689 0.0 13.250 0.913 Vel = 8.08 8 26.94 2.067 4E 20.0 61.330 24.383 to 120 iT 10.0 30.000 0.0 9 111.5 0.1149 0.0 91.330 10.496 Vel = 10.66 9 0.0 2.635 0.0 5.580 34.879 to 120 0.0 0.0 0.0 10 111.5 0.0353 0.0 5.580 0.197 VeI= 6.56 10 111.33 2.635 0.0 4.290 35.076 to 120 0.0 0.0 0.0 11 222.83 0.1268 - 0.0 4.290 0.544 Vel = 13.11 11 124.88 2.635 0.0 12.450 35.620 to 120 0.0 0.0 0.0 12 347.71 0.2888 0.0 12.450 3.596 Vet = 20.46 12 111.13 2.635 2E 16.474 6.160 39.216 to 120 0.0 16.474 0.0 3RD 458.84 0.4825 0.0 22.634 10.922 Vet = 27.00 3RD 0.0 4.26 2E 26.334 31.000 50.138 to 120 0.0 26.334 12.776 BOR 458.84 0.0465 0.0 57.334 2.666 Vet = 10.33 BOR - 0.0 6.16 2E 40.168 13.500 65.580 to 140 0.0 40.168 1.516 P2D 458.84 0.0058 0.0 53.668 0.312 Vet = 4.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Final Calculations - Standard Page 7 41222 JESSEE OFFICE BLDG Date 020205 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes ****** Point Qt Pf/UL Eqv. Ln. Total Pf Pn P2D 0.0 6.08 1E 730.243 36.000 67.408 to 150 0.0 21.411 -2.166 BF2 458.84 0.0055 0.0 57.411 0.313 Vel = 5.07 BF2 to BFI 0.0 458.84 6.16 140 0.0055 0.0 0.0 0.0 2.000 0.0 2.000 65.555 4.000 0.011 VeI= 4.94 BF1 0.0 6.08 0.0 56.000 69.566 to 150 0.0 0.0 2.166 HOSE 458.84 0.0054 0.0 56.000 0.304 Vel = 5.07 HOSE 250.00 6.08 IT 1460.486 0.001 72.036 Qa = 250 to 150 1G 121.707 50.469 -2.166 SRC 708.84 0.0122 0.0 50.470 0.615 Vel = 7.83 0.0 708.84 70.485 K Factor= 84.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087