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HomeMy WebLinkAbout2712 GATEWAY RD; BLDG E; AS130036; Permit8/17/22,10:18 AM AS130036 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2712 GATEWAY RD Permit Type: SPRINK Parcel No: 2132631202 Lot #: 0 Reference No.: PC #: Permit No: AS130036 Status: PENDING Applied 3/27/2013 Approved: Issued: Inspector: Project Title: BRESSI RANCH BLDGE E T.I. Applicant: Owner: PACIFIC FIRE SYSTEMS, INC. 13142 NELSON LANE POWAY, CA 858-722-9865 Fees ($) Add'l Fees ($) Total ($) Balance ($) 268 0 268 0 1/1 MATERIAL DATA SUBMITTAL BRESSI RANCH BUILDING E Tenant Improvement 2712 Gateway Road. Carlsbad, CA 92009 CIFj0 FIRE S YSTEMS INC. Pacific Fire Systems, Inc. 12316 Oak Knoll Road, Suite B Poway, CA 92064 858-883-2333 Phone • 858-883-2334 Fax ASg)0(0 36 FIRE SYSTEMS, INC. Pacific Fire Systems 13142 Nelson Lane Poway, ca 92064 858-722-9865 Job Name : Bressi Ranch Proof Caic ECLH Building : Building E Location : Proof calc t-bar ceiling System : 1 Contract Data File : PROOFCALC.WXF /tes 13 ao Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 C\ i Water Supply Curve (C) Pacific Fire Systems Page 1 Bressi Ranch Proof Calc ECLH Date 03/19/13 Demand: Dl - Elevation : -1.299 D2 - System Flow : 278.756 stem Pressure : 34.029 D2 - S~bemand Hose Adj City) Hose ) : 100 D3 - System Demand : 378.756 Safety Margin 150 140 130 p120 fl U0 E 100 90 s 80 u 7° R6° E5° 40 D2 - - 30 D3 20 - - ____ ______ _________ ___________ 10 _ -T- 7T 50D1100 150 200 250 300 350 400 450 FLOW ( NA 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Pacific Fire Systems Page 2 Bressi Ranch Proof Caic ECLH Date 03/19/13 Fitting Legend Abbrev. Name ½ 3/4 1 11% 1½ 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 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow 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 Pacific Fire Systems Page 3 Bressi Ranch Proof Caic ECLH Date 03/19/13 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Req. Hi 18.0 8 42.54 na 52.18 0.1 1 17.0 H2 18.0 8 35.59 na 47.73 0.1 1 17.0 H3 18.0 8 30.41 na 44.12 0.1 1 17.0 H4 18.0 8 17.02 na 33.0 0.1 1 17.0 H5 18.0 8 17.0 na 32.98 0.1 1 17.0 H6 18.0 8 17.43 na 33.4 0.1 1 17.0 H7 18.0 8 19.52 na 35.35 0.1 1 10.6 21.0 52.14 na 2 21.0 43.53 na 3 21.0 37.1 na 4 21.0 20.79 na 5 21.0 20.94 na 6 21.0 21.32 na 7 21.0 23.31 na 10 21.0 29.06 na 11 21.0 22.96 na 12 21.0 23.83 na 20 19.5 24.66 na 21 19.5 24.64 na 22 19.5 24.63 na TOR 19.5 24.58 na 100.0 BOA 0.0 34.03 na The maximum velocity is 27.49 and it occurs in the pipe between nodes 1 and 2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Pacific Fire Systems Page 4 Bressi Ranch Proof Cale ECLH Date 03/19/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 11C11 or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Hi 52.18 1.08 2E 4.61 6.000 42.544 K Factor= 8.00 to 120 iT 5.762 10.372 -1.299 1 52.18 0.6656 0.0 16.372 10.898 Vel = 18.27 0.0 52.18 52.143 K Factor= 7.23 H2 47.73 1.08 2E 4.61 6.000 35.589 K Factor = 8.00 to 120 1 5.762 10.372 -1.299 2 47.73 0.5644 0.0 16.372 9.240 Vel = 16.72 0.0 47.73 43.530 K Factor = 7.23 H3 44.12 1.08 2E 4.61 6.000 30.410 K Factor= 8.00 to 120 iT 5.762 10.372 -1.299 3 44.12 0.4880 0.0 16.372 7.989 Vel = 15.45 0.0 44.12 37.100 K Factor= 7.24 H4 33.00 1.08 2E 4.61 7.420 17.018 K Factor = 8.00 to 120 1 5.762 10.372 -1.299 4 33.0 0.2852 0.0 17.792 5.075 Vel = 11.56 0.0 33.00 20.794 K Factor = 7.24 H5 32.98 1.08 2E 4.61 8.000 17.000 K Factor = 8.00 to 120 1 5.762 10.372 -1.299 5 32.98 0.2849 0.0 18.372 5.235 Vel = 11.55 0.0 32.98 20.936 K Factor = 7.21 H6 33.40 1.08 2E 4.61 7.420 17.430 K Factor = 8.00 to 120 1 5.762 10.372 -1.299 6 33.4 0.2916 0.0 17.792 5.188 Vel = 11.70 0.0 33.40 21.319 KFactor= 7.23 H7 35.35 1.08 2E 4.61 5.330 19.521 K Factor =8.00 to 120 1 5.762 10.372 -1.299 7 35.35 0.3238 0.0 15.702 5.085 Vel = 12.38 0.0 35.35 23.307 K Factor 7.32 1 -326.58 2.203 0.0 14.000 52.143 to 120 0.0 0.0 0.0 2 -326.58 -0.6152 0.0 14.000 -8.613 Vel = 27.49 2 47.73 2.203 0.0 14.000 43.530 to 120 0.0 0.0 0.0 3 -278.85 -0.4593 0.0 14.000 -6.430 Vel = 23.47 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Pacific Fire Systems Page 5 Bressi Ranch Proof Caic ECLH Date 03/19/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 3 44.12 2.203 1 13.639 10.420 37.100 to 120 0.0 13.639 0.0 10 -234.73 -0.3340 0.0 24.059 -8.036 Vet = 19.76 0.0 -234.73 29.064 K Factor = -43.54 4 33.00 2.203 0.0 16.000 20.794 to 120 0.0 0.0 0.0 5 33.0 0.0089 0.0 16.000 0.142 Vet = 2.78 5 32.99 2.203 0.0 12.000 20.936 to 120 0.0 0.0 0.0 6 65.99 0.0319 0.0 12.000 0.383 Vet = 5.55 6 33.40 2.203 iT 13.639 10.420 21.319 to 120 0.0 13.639 0.0 11 99.39 0.0681 0.0 24.059 1.639 Vet = 8.37 0.0 99.39 22.958 K Factor = 20.74 7 35.35 2.203 1 13.639 38.330 23.307 to 120 0.0 13.639 0.0 12 35.35 0.0101 0.0 51.969 0.523 Vet = 2.98 0.0 35.35 23.830 K Factor = 7.24 10 -234.73 2.203 1 13.639 1.500 29.064 to 120 0.0 13.639 0.650 20 -234.73 -0.3340 0.0 15.139 -5.056 Vet = 19.76 0.0 -234.73 24.658 K Factor = -47.27 11 99.39 2.203 iT 13.639 1.500 22.958 to 120 0.0 13.639 0.650 21 99.39 0.0680 0.0 15.139 1.030 Vet = 8.37 0.0 99.39 24.638 K Factor = 20.02 12 35.35 2.203 iT 13.639 1.500 23.830 to 120 0.0 13.639 0.650 22 35.35 0.0100 0.0 15.139 0.152 Vet = 2.98 0.0 35.35 24.632 K Factor 7.12 20 -234.73 6.357 0.0 10.000 24.658 to 120 0.0 0.0 0.0 21 -234.73 -0.0020 0.0 10.000 -0.020 Vet = 2.37 21 99.38 6.357 0.0 10.000 24.638 to 120 0.0 0.0 0.0 22 -135.35 -0.0006 0.0 10.000 -0.006 Vet = 1.37 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Pacific Fire Systems Page 6 Bressi Ranch Proof Caic ECLH Date 03/19/13 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 22 35.35 6.357 2E 35.205 85.580 24.632 to 120 0.0 35.205 0.0 TOR -100.0 -0.0004 0.0 120.785 -0.048 Vel = 1.01 TOR 100.00 6.357 1E 17.603 19.500 24.584 Qa= 100 to 120 1 Fsp 0.0 17.603 9.445 * Fixed loss = 1 BOR 0.0 0.0 0.0 37.103 0.0 Vet = 0 0.0 0.0 34.029 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087