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5931 DARWIN CT; ; AS120152
City of Carlsbad Sprinkler Permit Permit No: AS120152 r Job Address: 5931 DARWIN CT Status: APPROVED Permit Type: SPRINK Applied 11/15/2012 Parcel No: 2121201400 Approved: 11/20/2012 Lot #: 0 - Reference No.: Issued: 11/20/2012 PC #: Inspector: Project Title: ANCHOR RACK SPRINKLERS NEW RISER AND IN-RACK SPRINKLERS Applicant: COSCO FIRE PROTECTION 10695 TREENA ST SAN DIEGO, CA 858-444-2000 Owner: CHILDS FAMILY INVESTMENT PARTNERSHIP C/O ROLAND A CHILDS 432 S BENTLEY AVE LOS ANGELES CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 334 0 334 0 Seattle San Diego Branch Office ....". I CO S(() 10695 Treena Street., Suite #105 .. 5.s.. San Diego, CA 92131 a....' Fire Protection 110000:(858) 444-2000 fax: 444-2056 State License No: C-16-577621 www.coscofire.com HYDRAULIC CALCULATIONS Date: 10/31/12 Anchor Rack Sprinklers 5931 Darwin Court Imn Carlsbad CA 92008 .F~9 JOB # 1O.CD-5422 CIOD Thoe plaits 11-me h:eit re ess ed for ipparent ci supliatice tilt ihe current applicable utdes and standards in lorce In the jttrisdicintn. The (Iss net or unlracior may unliie his res iea ii oupport (it' an appi teat till for a hut ding ii hut tilt the express understandiii iht this itriess In is 5511 FiltiSis tile (h%.51ie1 or cowracior or IhCli 1115551 inttl ettutticer or architect kir,,ole rcsponsihilut Itt Ic! cttliip! .tnce with said codes and standards. ituchudinu the huildinn vode or for any responsihillv for del iciencies. sift irs. omissions or utegl igence in these plans whether or not noted in this review. Resiewcr..t1' IhC )M Mu:Nl) APPROVAL RE('()MhIlNI) APPROVAL. AS NOTE!) Submitted By: Linda Collier Los Angeles • San Francisco • Orange • Fresno • San Diego AP "S AS SJBM1TTD - -0 A.. OVFRE DETPj1T Fire Protection by Computer Design Casco Fire Protection, Inc. Page 1 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Casco Fire Protection, Inc. 10695 Treena Street Suite 105 San Diego, CA 92131 858-444-2000 HYDRAULIC CALCULATIONS for Project name: ANCHOR RACK SPRINKLERS Location: 5931 DARWIN COURT, CARLSBAD CA 92008 Drawing no: FP1 Date: 11-12-12 Design Remote area number: 1 Remote area location: OVERHEAD OF NEW RACK SPRINKLERS Occupancy classification: GROUP A PLASTIC Density: .45 - Gpm/SqFt Area of application: 2014 - SqFt Coverage per sprinkler: 80- SqFt Type of sprinklers calculated: (E) ELO SSU & VIKING MICROFAST O.R. SSU No. of sprinklers calculated: 34 In-rack demand: - GPM Hose streams: 500- GPM Total water required (including hose streams): 1792.26-GPM @ 55.59 -Psi Type of system: NFPA 13 WET SYSTEM Volume of dry or preaction system: N/A - Gal Water supply information Date: 10/19/12 Location: 5931 DARWIN COURT. CARLSBAD CA Source: FLOW TEST Name of contractor: COSCO FIRE PROTECTION Address: 10695 TREENA STREET 0105, SAN DIEGO. CA Phone number: 858-4442000 Name of designer: LMC Authority ha ving jurisdiction: CARLSBAD FIRE DEPARTMENT Notes: (Include peaking information orgridded systems here.) Job Name : Anchor Portable Sound System - Anchor Rack Building : FP1 Location : 5931 DARWIN COURT. CARLSBAD CA 92008 System : 1 Contract : 10.CD-5422 Data File : Anchor Portable Sound - Anchor Rack.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Casco Fire Protection, Inc. Page 2 Anchor Portable Sound System -Anchor Rack Date 11.12-12 City Water Supply: Demand: Cl -Static Pressure : 93.6 Dl - Elevation : 2.454 C2 - Residual Pressure: 86.6 D2 - System Flow : 1292.26 C2 - Residual Flow : 917 D2 - System Pressure : 55.597 Hose ( Demand) : 500 D3 - System Demand : 1792.26 Safety Margin : 13.820 150 140 130 p120 R 11° E100 —0-..._ S90 80 U 70 60 E 50 - 03 40 30 20 10 — - - .. - .... ... 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N" 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Casco Fire Protection, Inc. Page 3 Anchor Portable Sound System -Anchor Rack Dale 11-12-12 Fitting Legend Abbren. Name 34 34 1 1','. 134 2 234 3 334 4 5 6 S ID 12 14 18 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 ID 0 12 9 10 12 19 21 0 0 5 0 0 E NFPA 1380' Standard Elbow I 2 2 3 4 6 6 7 8 10 12 14 18 22 27 35 40 45 50 SI F NFPA 13 45'Elbow 1 I 1 1 2 2 3 3 3 4 5 1 9 II 13 Il 19 21 24 28 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 I 2 2 3 4 5 8 7 8 10 11 13 T NFPA I3SO' Flow thuTee 3 4 5 6 8 10 12 15 Il 20 25 30 35 50 60 71 81 91 101 121 Zwd Watts 7090CDA Fitting generates a Fixed Loss Based an Flora Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Schad 40 pipe and CFactors of 120 except as noted with . The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Schad 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Cosco Fire Protection. Inc. Page 5 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Node Elevation K-Fact Pt Pn Flow Density Area Press No -- Actual AquSi. Req. Ml 23.33 24.84 no M2 23.33 24.84 no M3 23.33 24.83 no M4 23.33 24.81 no MS 23.33 24.78 no MG 23.33 24.7 no M7 23.33 24.68 no MA1 23.33 25.38 no MA2 2333 25.39 no MA3 2333 25.39 no MA4 2333 25.39 no MA5 2333 25.4 no MM 23.33 25.41 no MA7 2333 25.43 no MM 23.33 25.46 no 9 25.25 24.52 no A 25.25 R1 01 5.667 5.6 4.82 2482, nO 15.0 no 21.69 0.001 1 15.0 R102 5.667 5.6 15.04 no 21.72 0.001 1 15.0 R103 5.687 5.6 15.2 no 21.84 0.001 1 15.0 R104 5.661 9.6 RI 05 5.687 5.6 15.55 no 23.08 0.001 1 15.0 1613 no 22.49 0.001 1 15.0 R106 5.667 5.6 17.02 no 23.11 0.001 1 15.0 R107 5.667 5.6 183 no 23.95 0.001 1 15.0 R108 5.667 5.6 20.03 no 25.06 0.001 1 15.0 RMI 23.444 22.98 no RTOR 23.444 27.84 no RBOR 23.444 29.87 no BOR 0.5 39.84 no UG -3.0 41.72 no BFI -3.0 43.33 no 0F2 -3.0 52.73 no TEST 0.0 55.6 no 500.0 Pressure / Flow Summary - STANDARD Cosco Fire Protection. Inc. Anchor Portable Sound System - Anchor Rack Node Elevation K-Fact Pt - . - Actual 5 25.25 11.2 13.1 4 25.25 11.2 13.14 3 25.25 11.2 13.41 2 25.25 11.2 14.05 1 25.25 11.2 15.22 R8 25.25 20.17 M8 23.33 24.66 M9 23.33 24.66 MaO 23.33 24.68 Mil 2333 24.75 M12 23.33 24.86 M13 2333 25.25 M14 23.33 25.92 MA12 23.33 26.2 MAI4 2333 26.55 TOR 23.33 27.87 6 25.25 11.2 13.11 7 25.25 11.2 1329 BAa 25.25 23.65 MM 2333 25.54 RAS 25.25 22.06 14 25,25 11.2 13.24 13 2525 11.2 13.07 12 25.25 11.2 13.06 11 25.25 11.2 13.11 10 25.25 11.2 13.38 9 25.25 11.2 14.02 8 25.25 11.2 15.2 R9 25.25 20.16 MA10 23.33 25.71 RA1O 25.25 23.75 21 2525 11.2 13.79 20 25.25 11.2 13.57 19 25.25 11.2 13.54 18 25.25 11.2 13.57 17 25.25 11.2 13.8 16 25.25 11.2 14.4 15 25.25 11.2 15.52 R1 25.25 20.31 MAll 2333 26.2 RAil 25.25 24.47 26 25.25 11.2 18.09 25 25.25 11.2 17.98 24 25.25 11.2 17.98 23 25.25 11.2 18.14 33 25.25 11.2 18.69 Rh 25.25 21.7 RI 25.25 24.05 R2 25.25 24.04 R3 25.25 24.03 R4 25.25 24.01 R5 25.25 23.97 R6 25.25 2391 R7 25.25 23.9 R12 25.25 24.18 R13 25.25 24.49 R14 25.25 25.01 RA1 25.25 24.52 RA2 25.25 24.52 RA3 25.25 24.52 RA4 25.25 24.53 RAS 25.25 24.53 RAS 25.25 24.54 RA7 25.25 24.55 RA12 25.25 2522 Page 4 Date 11-12-12 Pn Flaw Density Actuol no 40.53 0.45 no 40.61 0.45 no 41.01 0.45 00 41.98 0.45 no 43.7 0.45 40.55 0.45 80 7.0 40.83 0.45 80 7.0 40.76 0.45 80 7.0 40.49 0.45 80 7.0 40.47 0.45 80 7.0 40.55 0.45 80 7.0 40.66 0.45 80 7.0 41.94 0.45 80 7.0 43.66 0.45 80 7.0 41.59 0.45 80 7.0 41.25 0.45 80 7.0 41.21 0.45 80 7.0 41.26 0.45 80 7.0 41.61 0.45 80 7.0 42.5 0.45 80 7.0 44.12 046 80 7.0 47.64 0.45 80 7.0 47.49 0.45 80 7.0 47.49 0.45 80 7.0 47.71 0.45 80 7.0 48.42 0.45 80 7.0 Area Press - . - - 80 7.0 80 7.0 80 7.0 80 7.0 80 7.0 The maximum velocity is 11.4 and it occurs in the pipe between nodes R108 and RM1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydrotec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 6 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pc Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Fin 5 26.79 2.203 0.0 8.000 13.096 KFactor= 11.20 to 120.0 0.0 0.0 0.0 4 26.79 0.0060 0.0 8.000 0.048 Vet = 2.25 4 40.61 2.203 0.0 8.000 13.144 KFactor= 11.20 to 120.0 0.0 0.0 0.0 3 67.4 0.0332 0.0 8.000 0.266 Vet = 5.67 3 41.01 2.203 0.0 8.000 13.410 KFactor= 11.20 to 120.0 0.0 0.0 0.0 2 108.41 0.0800 0.0 8.000 0.640 Vel = 9.12 2 41.98 2.203 0.0 8.000 14.050 K Factor= 11.20 to 120.0 0.0 0.0 0.0 1 150.39 0.1465 0.0 8.000 1.172 Vel = 12.66 1 43.70 2.203 1 13.639 7.417 15.222 KFactor 11.20 to 120.0 0.0 13.639 0.0 R8 194.09 0.2349 0.0 21.056 4.947 Vel= 16.34 R8 0.0 2.203 IT 13.639 1.920 20.169 to 120.0 0.0 13.639 0.832 M8 194.09 0.2349 0.0 15.559 3.655 Vet = 16.34 M8 -116.05 6.357 0.0 10.000 24.656 to 120.0 0.0 0.0 0.0 M9 78.04 0.0003 0.0 10.000 0.003 Vel = 0.79 M9 194.41 6.357 0.0 10.000 24.659 to 120.0 0.0 0.0 0.0 M10 272.45 0.0025 0.0 10.000 0.025 VeI= 2.75 MiD 190.82 6.357 0.0 10.000 24.684 to 120.0 0.0 0.0 0.0 IVIII 463.27 0.0068 0.0 10.000 0.068 Vele 4.68 Mill 148.26 6.357 0.0 10.000 24.752 to 120.0 0.0 0.0 0.0 M12 611.53 0.0112 0.0 10.000 0.112 Vel= 6.18 M12 -33.79 6.357 IE 17.603 20.650 24.864 to 120.0 0.0 17.603 0.0 M13 577.74 0.0101 0.0 38.253 0.388 Vel = 5.84 M13 -22.85 6.357 0.0 70.530 25.252 to 120.0 0.0 0.0 0.0 M14 554.89 0.0094 0.0 70.530 0.664 Vel= 5.61 M14 22.85 6.357 IE 17.603 10.050 25.916 to 120.0 0.0 17.603 0.0 MA12 577.74 0.0101 0.0 27.653 0.280 Vet = 5.84 MA12 33.79 6.357 0.0 31.380 26.196 to 120.0 0.0 0.0 0.0 MA14 611.53 0.0113 0.0 31.380 0.354 Vel= 6.18 MA14 498.79 6.357 IT 37.72 1.020 26.550 to 120.0 0.0 37.720 0.0 TOR 1110.32 0.0339 0.0 38.740 1.315 Vel = 11.22 TOR 0.0 6.357 2E 35.205 26.330 27.865 to 120.0 0.0 35.205 9.888 BOR 1110.32 0.0339 0.0 61.535 2.089 Vel = 11.22 Computer Programs by Hydratec Inc. Route 111 Windham N.ft USA 03087 Final Calculations - Hazen-Wlliams Cosco Fire Protection. Inc. Page 7 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Hyd. as Dia. Fitting Pipe Pt Pt Ref. C or Ftngs Pc Pv Notes Point at Pf/Ft Eqv. In. Total Pf Fin 0.0 1110.32 39.842 K Factor = 175.90 5 13.74 2.203 0.0 8.000 13.096 to 120.0 0.0 0.0 0.0 6 13.74 0.0018 0.0 8.000 0.014 Vel = 1.16 6 40.55 2.203 0.0 8.000 13.110 KFactor= 11.20 to 120.0 0.0 0.0 0.0 7 54.29 0.0222 0.0 8.000 0.178 Vet = 4.57 7 40.83 2.203 2E 13.639 137.750 13.288 K Factor = 11.20 to 120.0 IT 13.639 27.278 0.0 RA8 95.12 0.0628 0.0 165.028 10.363 Vet = 8.01 RA8 0.0 2.203 IT 13.639 1.920 23.651 to 120.0 0.0 13.639 0.832 MM 95.12 0.0628 0.0 15.559 0.977 Vet = 8.01 0.0 95.12 25.460 KFactor= 18.85 MA9 -94.42 2.203 1 13.639 1.920 25.542 to 120.0 4E 27.277 40.916 -0.832 RA9 -94.42 -0.0620 0.0 42.836 -2.654 Vet = 7.95 RA9 0.0 2.203 IT 13.639 128.583 22.056 to 120.0 0.0 13.639 0.0 14 -94.42 -0.0620 0.0 142.222 -8.811 Vel= 7.95 14 40.76 2.203 0.0 8.000 13.245 KFactor= 11.20 to 120.0 0.0 0.0 0.0 13 -53.66 -0.0219 0.0 8.000 -0.175 Vet = 4.52 13 40.49 2.203 0.0 8.000 13.070 K Factor = 11.20 to 120.0 0.0 0.0 0.0 12 -13.17 -0.0015 0.0 8.000 -0.012 Vel= 1.11 12 40.47 2.203 0.0 8.000 13.058 KFactor= 11.20 to 120.0 0.0 0.0 0.0 11 27.3 0.0062 0.0 8.000 0.050 Vet = 2.30----- 11 40.55 2.203 0.0 8.000 13.108 K Factor =ul.20 to 120.0 0.0 0.0 0.0 10 67.85 0.0335 0.0 8.000 0.268 Vet = 5.71 10 40.96 2.203 0.0 8.000 13.376 kFactor= 11.20 to 120.0 0.0 0.0 0.0 9 108.81 0.0806 0.0 8.000 0.645 Vet = 9.16 9 41.94 2.203 0.0 8.000 14.021 KFactor= 11.20 to 120.0 0.0 0.0 0.0 8 150.75 0.1471 0.0 8.000 1.177 Vel= 12.69 8 43.66 2.203 1 13.639 7.417 15.198 KFactor= 11.20 to 120.0 0.0 13.639 0.0 R9 194.41 0.2357 0.0 21.056 4.963 Vet = 16.36 R9 0.0 2.203 IT 13.639 1.920 20.161 to 120.0 0.0 13.639 0.832 M9 194.41 0.2356 0.0 15.559 3.666 Vet = 16.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Wtliams Cosco Fire Protection, Inc. Page 8 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pc Pv Notes Point (it PfIFt Eqv. In. Total P1 Fin 0.0 194.41 _______ 24.659 K Factor =.39.15 MA10 -102.72 2203 IT 13639 1920 25.707 to 120.0 0.0 13.639 -0.832 RA10 -102.72 -0.0724 0.0 15.559 -1.126 Vet= 8.65 RA1O 0.0 2203 IT 13639 117.125 23.749 to 120.0 1E 6.819 20.458 0.0 21 -102.72 -0.0724 0.0 137.583 -9.961 Vet = 8.65 21 4159 2203. 01) annn 13766 KFactor= 11.20 to 120.0 0.0 0.0 0.0 20 -61.13 -0.0278 0.0 8.000 -0.222 Vet= 5.15 20 41.25 2.203 0.0 8.000 13.566 K Factor = 11.20 to 120.0 0.0 0.0 0.0 19 -19.88 -0.0034 0.0 8.000 -0.027 Vet= 1.67 19 41.21 2.203 0.0 8.000 13.539 KFactor= 11.20 to 120.0 0.0 0.0 0.0 18 21.33 0.0039 0.0 8.000 0.031 Vet = 1.80 18 41.26 2.203 0.0 8.000 13.570 KFactor= 11.20 to 120.0 0.0 0.0 0.0 17 62.59 0.0290 - 0.0 8.000 0.232 Vet = 5.27 17 41.61 2.203 0.0 8.000 13.802 K Factor= 11.20 to 120.0 0.0 0.0 0.0 16 104.2 0.0744 0.0 8.000 0.595 Vet=8.77 16 42.50 2.203 0.0 8.000 14.397 KFactor= 11.20 to 120.0 0.0 0.0 0.0 15146.7 0.1399 - 0.0 8.000 1.119 VeI= 12.35 15 44.12 2.203 IT 13.639 7.417 15.516 KFactor= 11.20 to 120.0 0.0 13.639 0.0 Rio 190.82 0.2277 0.0 21.056 4.794 Vet= 16.06 RiO 0.0 2.203 IT 13.639 1.920 20.310 to 120.0 0.0 13.639 0.832 M10-190.82 0.2276 0.0 15.559 3.542 Vet = 16.06 0.0 190.82 24.684 K Factor = 38.41 MAll -90.48 2.203 1 13.639 1.920 26.196 to 120.0 0.0 13.639 -0.832 RAil -90.48 -0.0573 0.0 15.559 -0.891 Vet= 7.62 RAil 0.0 2.203 IT 13.639 97.833 24.473 to 120.0 0.0 13.639 0.0 26 -90.48 -0.0573 0.0 111.472 -6.382 Vet = 7.62 26 47.64 2.203 0.0 8.000 18.091 KFactor= 11.20 to 120.0 0.0 0.0 0.0 2 -42.84 -0.0144 0.0 8.000 -0.115 Vet= 3.61 25 47.49 2.203 0.0 8.000 17.976 K Factor = 11.20 to 120.0 0.0 0.0 0.0 24 4.65 0.0002 0.0 8.000 0.002 Vet = 0.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Wtliams Cosco Fire Protection, Inc. Page 9 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at N/Ft Eqv. Ln. Total P1 Fin 24 47.49 2.203 0.0 8.000 17.978 K Factor= 11.20 to 120.0 0.0 0.0 0.0 23 52.14 0.0208 0.0 8.000 0.166 Vet = 4.39 23 47.70 2.203 0.0 8.000 18.144 K Factor= 11.20 to 120.0 0.0 0.0 0.0 22 99.84 _070686 0.0 8.000 0.549 Vet = 8.40 22 48.42 2.203 IT 13.639 7.417 18.693 KFactor= 11.20 to 120.0 0.0 13.639 0.0 Ru 148.26 0.1428 0.0 21.056 3.006 Vet= 12.48 R11 0.0 2.203 IT 13.639 1.920 21.699 to 120.0 0.0 13.639 0.832 -NA 148.26 0.1427 0.0 15.559 2.221 Vet= 12.48 0.0 148.26 24.752 K Factor= 29,80 RI -15.31 2.203 IT 13.639 1.920 24.047 to 120.0 0.0 13.639 0.832 Ml -15.31 -0.0022 0.0 15.559 -0.034 Vet = 1.29 0.0 -15.31 24.845 K Factor= -3.07 R2 -15.52 2.203 IT 13.639 1.920 24.044 to 120.0 0.0 13.639 0.832 M2 -15.52 -0.0022 0.0 15.559 -0.034 Vet = 1.31 - 0.0 -15.52 24.842 K Factor= -3.11 -- R3 -15.73 2.203 IT 13.639 1.920 24.034 to 120.0 0.0 13.639 0.832 M3 -15.73 -0.0022 0.0 15.559 -0.035 Vet = 1.32 0.0 -15.73 24.831 KFactor= -3.16 R4 -16.16 2.203 IT 13.639 1.920 24.012 to 120.0 0.0 13.639 0.832 M4 -16.16 -0.0024 0.0 15.559 -0.038 Vet = 1.36 - 0.0 -16.16 24.806 KFactor= -3.24 - R5 -16.89 2.203 IT 13.639 1.920 23.973 to 120.0 0.0 13.639 0.832 M5 -16.89 -0.0026 0.0 15.559 -0.041 Vet= 1.42 - 0.0 -16.89 24.764 K Factor = -3.39 R6 -17.97 2.203 1 13.639 1.920 23.913 to 120.0 0.0 13.639 0.832 M6 -17.97 -0.0030 0.0 15.559 -0.046 Vet = 1.51 0.0 -- -17.97 24.699 K Factor= -3.62 R7 -18.47 2.203 IT 13.639 1.920 23.897 to 120.0 0.0 13.639 0.832 M7 -18.47 -0.0031 0.0 15.559 -0.048 Vet = 1.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-wlliams Cosco Fire Protection, Inc. Page 10 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref...C.'or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqs. Ln. Total Pf Pn 0.0 -18.47 24.681 K Factor = -3.72 R12 -33.79 2.203 IT 13.639 1.920 24.177 to 120.0 0.0 13.639 0.832 M12 -33.79 -0.0093 0.0 15.559 -0.145 Vet = 2.84 0.0 -33.79 24.864 - K Factor = -6.78 R13 -22.85 2.203 IT 13.639 1.920 24.490 to 120.0 0.0 13.639 0.832 M13 -22.85 -0.0045 0.0 15.559 - -0.070 Vet = 1.92 0.0 -22.85 25.252 K Factor= 4.55 R14 22.85 2.203 IT 13.639 1.920 25.014 to 120.0 0.0 13.639 0.832 M14 22.85 0.0045 0.0 15.559 0.070 Vel= 1.92-- 0.0 22.85 25.916 KFactor = 4.49 RA1 15.31 2.203 1 13.639 1.920 24.522 to 120.0 0.0 13.639 0.832 MA1 15.31 0.0021 0.0 15.559 0.033 Vel= 1.29 0.0 15.31 25.387 K Factor = 3.04 RA2 15.52 2.203 IT 13.639 1.920 24.522 to 120.0 0.0 13.639 0.832 MA2 15.52 0.0022 0.0 15.559 0.034 Vet = 1.31 0.0 15.52 25.388 KFactor = 3.08 RA3 15.73 2.203 IT 13.639 1.920 24.523 to 120.0 0.0 13.639 0.832 MA3 15.73 0.0022 -0.0 15.559 0.035 Vet= 1.32 --- 0.0 15.73 - 25.390 KFactor 3.12 RA4 16.16 2.203 IT 13.639 1.920 24.526 to 120.0 0.0 13.639 0.832 MM 16.16 0.0023 0.0 15.559 0.036 Vel= 1.36 0.0 16.16 25.394 KFactor= 3.21 - RA5 16.89 2.203 IT 13.639 1.920 24.531 to 120.0 0.0 13.639 0.832 MM 16.89 0.0025 0.0 15.559 0.039 Vet = 1.42 0.0 16.89 25.402 KFactor = 3.35 RA6 17.97 2.203 IT 13.639 1.920 24.538 to 120.0 0.0 13.639 0.832 MA6 17.97 0.0029 0.0 15.559 0.045 Vet = 1.51 Final Calculations - Hazen-Wlliams Cosco Fire Protection, Inc. Page 11 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C or Ftngs Pc Ps Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn RA7 to MA7 0.0 17.97 18.47 18.47 0.0 18.47 2.203 120.0 0.0030 IT 13.639 0.0 0.0 1.920 13.639 15.559 25.415 24.554 0.832 0.047 25.433 KFactor= 3.56 Vet = 1.55 KFactor= 3.66 RA12 33.79 2.203 11 13.639 1.920 25.221 to 120.0 0.0 13.639 0.832 MA 12 33.79 0.0092 0.0 15.559 0.143 Vet = 2.84 0.0 33.79 26.196 K Factor =6.60 MI -15.31 4.31 IT 27.874 10.000 24.845 to 120.0 0.0 27.874 0.0 M2 -15.31-0.0001 0.037.874 -0.003 Vet =.-0.34 M2 -15.52 4.31 IT 27.874 10.000 24.842 to 120.0 0.0 27.874 0.0 M3-30.83-0.0003 0.037.874 -0.011 Vet = 0.68 M3 -15.73 4.31 IT 27.874 10.000 24.831 to 120.0 0.0 27.874 0.0 M4 -46.56-0.0007 0.037.874 -0.025 Vet = 1.02 M4 -16.16 4.31 IT 27.874 10.000 24.806 to 120.0 0.0 27.874 0.0 MS -62.72 -0.0011 0.0 37.874 -0.042 VeI= 1.38 M5 -16.89 4.31 IT 27.874 10.000 24.764 to 120.0 0.0 27.874 0.0 M6 -79.61 -0.0017 0.0 37.874 -0.065 Vet = 1.75 M6 -17.97 6.357 IT 37.72 10.000 24.699 to 120.0 0.0 37.720 0.0 Ml -97.58-0.0004 0.0 47.720 -0.018 Vet = 0.99 M7 -18.47 6.357 IT 37.72 10.000 24.681 to 120.0 0.0 37.720 0.0 M8 -116.05 -0.0005 0.047.720 -0.025 Vele 1.17 0.0 -116.06 24.656 KFactor = -23.37 MA1 15.31 6.357 IT 37.72 5.210 25.387 to 120.0 0.0 37.720 0.0 MA2 15.31 0.0 0.0 42.930 0.001 Vet = 0.15 MA2 15.52 6.357 IT 37.72 10.000 25.388 to 120.0 0.0 37.720 0.0 MA3 30.83 0.0 0.0 47.720 0.002 Vale 0.31 - MM 15.73 6.357 IT 37.72 10.000 25.390 to 120.0 0.0 37.720 0.0 MA4 46.56 0.0001 0.0 47.720 0.004 Vet = 0.47 MA4 16.16 6.357 IT 37.72 10.000 25.394 to 120.0 0.0 37.720 0.0 MM 62.72 0.0002 0.0 47.720 0.008 Vet = 0.63 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Wlliams Cosco Fire Protection. Inc. Page 12 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pe Pv Notes Point at Pt/Ft Eqv. Ln. Total Pt Fin MM 16.89 6.357 IT 37.72 10.000 25.402 to 120.0 0.0 37.720 0.0 MA6 79.61 0.0003 0.0 47.720 0.013 Vet = 0.80 MA6 17.97 6.357 IT 37.72 10.190 25.415 to 120.0 0.0 37.720 0.0 MA7 97.58 0.0004 0.0 47.910 0.018 Vet = 0.99 MA7 18.47 6.357 IT 37.72 14.250 25.433 to 120.0 0.0 37.720 0.0 MM 116.05 0.0005 0.0 51.970 0.027 Vet= 1.17 MM 95.12 6.357 IT 37.72 14.250 25.460 to 120.0 0.0 37.720 0.0 MA9 211.17 0.0016 0.0 51.970 0.082 Vet= 2.13 MA9 94.42 6.357 IT 37.72 15.120 25.542 to 120.0 0.0 37.720 0.0 MA10 305.59 0.0031 0.0 52.8400.165 Vet =3.09 MA10 102.72 6.357 IT 37.72 36.291 25.707 to 120.0 1E 17.603 55.323 0.0 MAll 408.31 0.0053 0.0 91.614 0.489 Vat =4.13 MAll 90.48 6.357 1 37.72 8.125 26.196 to 120.0 0.0 37.720 0.0 MA14 498.79 0.0077 0.0 45.845 0.354 Vet =5.04 0.0 498.79 - 26.550 KFactor = 96.80 Ri 15.31 2.203 IT 13.639 208.667 24047 to 120.0 0.0 13.639 0.0 RA1 15.31 0.0021 0.0 222.3060.475 Val =1.29 0.0 15.31 24.522 K Factor = 3.09 R2 15.52 2.203 IT 13.639 203.875 24.044 to 120.0 0.0 13.639 0.0 RA2 15.52 0.0022 0.0 217.514 0.478 Vet = 1.31 0.0 15.52 24.522 KFactor = 3.13 R3 15.73 2.203 IT 13.639 203.875 24.034 to 120.0 0.0 13.639 0.0 RA3 15.73 0.0022 0.0 217.514 0.489 Vet = 1.32 0.0 15.73 24.523 K Factor = 3.18 R4 16.16 2.203 IT 13.639 203.875 24.012 to 120.0 0.0 13.639 0.0 RA4 16.16 0.0024 0.0 217.514 0.514 Vet= 1.36 0.0 16.16 24.526 KFactor= 3.26 R5 16.89 2.203 IT 13.639 203.875 23.973 to 120.0 0.0 13.639 0.0 RAS 16.89 0.0026 0.0 217.514 0.558 Vet= 1.42 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 13 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftngs Pc Pv Notes Point at Pt/Ft Eqv. In. Total Pf Fin 0.0 16.89 24.531 K Factor = 3.41 R6 17.97 2.203 IT 13.639 203.875 23.913 to 120.0 0.0 13.639 0.0 RA6 17.97 0.0029 0.0217.514 0.625 Vel= 1.51 0.0 17.97 K Factor = R7 18.47 2.203 IT 13.639 203.417 23.897 to 120.0 0.0 13.639 0.0 RA7 18.470.0030 0.0217.056 0.657 Vet = 1.55 0.0 18.47 24.554 KFactor= -.3.73---- R12 33.79 2.203 1 13.639 99.125 24.177 to 120.0 0.0 13.639 0.0 RA12 33.790.0093 0.0112.764 1.044 Val =2.84 IJ.0 -. 33.79 25.221 KFactor = 6.73 R13 22.85 2.203 0.0 5.690 24.490 to 120.0 0.0 0.0 0.0 _B 22.85 0.0046 0.05.690 0.026 Vat = 1.92 B 0.0 2.203 3E 20.458 47.200 24.516 to 120.0 0.0 20.458 0.0 _A 22.85 0.0045 0.067.658 0.304 Vet = 1.92 A 0.0 2.203 1E 6.819 36.570 24.820 to 120.0 0.0 6.819 0.0 R14 22.85 0.0045 0.0 43.389 0.194 Vet = 1.92 0.0 22.85 25.014 KFactor= 4.57 R101 21.69 2.067 0.0 8.000 15.000 K Factor =5.60 to 120.0 0.0 0.0 0.0 R102 21.690.0055 0.08.000 0.044 Vet = 2.07 R102 21.72 2.067 0.0 8.000 15.044 K Factor =5.60 to 120.0 0.0 0.0 0.0 R10343.410.0201 0.08.000 0.161 Vat =4.15 R103 21.84 2.067 0.0 8.000 15.205 K Factor =5.60 to 120.0 0.0 0.0 0.0 R10465.250.0426 _0.0 8.000 0.341 Val =6.24 R104 22.08 2.067 0.0 8.000 15.546 K Factor =5.60 to 120.0 0.0 0.0 0.0 R105 87.33 0.0731 0.0 8.000 0.585 Val =8.35 R105 22.49 2.067 0.0 8.000 16.131 K Factor =5.60 to 120.0 0.0 0.0 0.0 R106 109.82 0.1118 0.08.000 0.894 Vel= 10.50 R106 23.10 2.067 0.0 8.000 17.025 KFactor =5.60 to 120.0 0.0 0.0 0.0 R107 132.92 0.1591 0.0 8.000 1.273 Vet= 12.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Cosco Fire Protection, Inc. Page 14 Anchor Portable Sound System - Anchor Rack Date 11-12-12 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. C or Ftng's Pc Pv Notes Point at P1/Ft Eqv. In. Total P1 Pn R107 23.96 2.067 0.0 8.000 18.298 K Factor = 5.60 to 120.0 0.0 0.0 0.0 R108 - 156.88 0.2161 0.0 8.000 1.729 Vet= 15.00 R108 25.06 2.067 IE 5.0 22.500 20.027 K Factor 5.60 to 120.0 IT 10.0 15.000 -7.699 RM1 181.94 0.2843 0.0 37.500 10.662 Vet = 17.40 RM1 0.0 3.26 4E 37.631 78.830 22.990 to 120.0 2T 40.319 77.950 0.0 RTOR 181.94 0.0309 0.0 156.780 4.846 Vet = 6.99 RTOR 0.0 3.26 1 13.44 22.917 27.836 to 120.0 1 9.408 43.007 0.0 RBOR 181.94 0.0309 1 20.159 65.924 2.038 Vet =6.99 RBOR 0.0 3.26 0.0 1.000 29.874 to 120.0 0.0 0.0 9.937 BOR 181.94 0.0310 0.0 1.000 0.031 Vet 6.99 BOR 1110.32 8.27 1 28.468 10.500 39.842 to 140.0 0.0 28.468 1.516 UG 1292.26 0.0094 0.0 38.968 0.366 Vet = 7.72 UG 0.0 7.98 1 52.855 83.500 41.724 to 150.0 1E 27.183 80.037 0.0 BFI 1292.28 0.0098 0.0 163.537 1.608 Vel= 8.29 BF1 0.0 8.27 2E 56.936 12.000 43.332 to 140.0 IT 55.354 112.290 8.230 Fixed loss 8.23 BF2 1292.26 0.0094 lZwd 0.0 124.290 1.166 Vet 7.72 BF2 0.0 7.98 2G 12.081 279.000 52.728 to 150.0 2T 105.71 144.974 -1.299 TEST 1292.26 0.0098 2F 27.183 423.974 4.168 Vet = 8.29 500.00 as = 500.00 1792.26 55.597 K Factor = 240.37 Computer Programs by Hydratec 10c Route 111 Windham NH. USA 03087 13-222 INSTALLATION OF SPRINKLER SYSTEMS Contractor's Material andTest Certificate for Aboveground Piping' PROCEDURE Upon completion of work, Inspection and tests shall be made by the contractor's representative and witnessed by the property owner or their authorized agent. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, ownerii and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Propertyname )ate - Property address3% V4Lwi,) CoçL-) c4a&se')ro C-ft q2oe Accepted by approving authorities (names) CR~-17 10 Address Plans Installation conforms to accepted plans C] No Equipment used is approved 'S'es C] No If no, explain deviations Has person in charge of fire equipment been instructed as 5yfes UNo to location of control valves and care and maintenance of this new equipment? If no, explain Instructions Have copies Of the following been left on the premises? 31s C] No System components instructions F4es C] No Care and maintenance instructions " C] No 3.NFPA25 QYes Location of system .Suppl buildings Year of Orifice Temperature Make Model ., manufacture size Quantity rating '-17 Spilnlders Pipe and Type of pipe 5 et• 46 .4 So TL fittings Type of fittings \)(CrPqe2. S 6bJ1) Mann A Mann device Maximum time to operate through test connection valve or . flow Inc TWO Make Model. Minutes Seconds rcator Dry valve Q.O.D... Make. Model. Serial no. Make Modal: .• Serial no. I Time to trip . Time water Alarm . through test Water Air Trippolnt reached operated Dry Poe -corinedloneti pressura•. pressure air pressure test oulieta,b properly test. - Minutes Seconds. psi psi psi Minutes Seconds Yes No. Wthotd Q.O.D. With it no, explain 02006•National Fire Protection Association . . NFPA 13 (p.1 of 3) C Measured from time Inspector's test connection Is opened b NFPA 13 only requires the 604econd limitation in specific sections FIGURE 24.1 Contractor's Material and Test Certificate for Aboveground Piping. 2007 Edition SYSTEMS ACCEPTANCE 13-223 Operation Pneumatic U Electric U Hydraulics Piping supervised U'tes UNo Detecting media supervised EJYes CJ No • Does valve operate from the manual trip, remote, or both U Yes U No control stations? Deluge and preaction . Is there an accessible facility in each circuit If no, explain valves for testing? UYes No Does each circuit operate Does each circuit operate Maximum time to Make Model supervision loss alarm? valve release? operate release Yes No Yes No Minutes Seconds $ Location Make and Residual pressure Pressure and floor. model Setting . Static pressure (flowing) Flow rate reducing valve test Inlet (psi) Outlet (psi) Inlet (psi) Outlet (psi) Flow (gpm) HJmstatic Hydrostatic tests shall be made at not less than .200 psi (13.6 bar) for hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.2 bar) for 2 hours. Differential dry-pipe valve clappers shall be left Test open during the test to prevent damage. All aboveground piping leakage shall be stopped. description Pneumatic* Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 191 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1½ psi (0.1 bar) in 24 hours. All piping hydrostatically tested at psi ( bar) for: hours If no, state reason Dry piping pneumatically tested 0 Yes INo Equipment operates properly U~V El No ter Do you certify as the sprinkler contractor thatadditives and corrosive chemicals, sodium silicate or derivatives of sodiuilicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? • LSes UNo .Drain Reading Itest of gauge located near water Residual pressure with valve In test Tests supply test connection: psi (_bar) connection open we: - psi (_bar) Underground mains and lead-in connections to system risers flushed before connection made to • sprinkler piping • Verified by copy of the Contractors Material and Test U Yes U No Other Explain Certificate for Underground Piping. Flushed by installer of underground sprinkler piping U Yes U No • If powder-driven fasteners are used in concrete, U No If no, explain has representative sample testing been satisfactorily completed? Blank testing Number u,ed Locations . . . Number removed gaskets Q( ~ Welding piping • IYes U No If yes... Do you certify as the sprinkler contractor that welding procedures used coni plied with es U No the minimum requirements of AWS 62.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators 'es U No qualified in accordance with the minimum requirements of AWS B2.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as Welding required by the AIIJ? Do you certify that the welding was conducted in compliance with a documented 5/yes UNo quality control procedure to ensure that (1) all discs are retrieved; (2) that openings in piping are smooth, that slag and other welding residue are removed; (3) the internal diameters of piping are not penetrated; (4) completed welds are free from cracks, incomplete fusion, surface porosity greater than !Ae in. diameter, undercut deeper than the lesser of 25% of the wall thickness or !/si in.; and (5) completed circumferential butt weld reinforcement does not exceed 3/52 in.? 02006 National. Fire Protection.Assoclation . •NFPA 13 (p. 2-of 3) FIGURE 24.1 Continued 2007 tclitlon 13-224 INSTALLATION OF SPRINKLER SYSTEMS .. Cutouts Do you certify that you have a control feature to ensure that Lces Q No (discs) all cutouts (discs) are retrieved? Hydraulic Nameplate'rovided If no, explain data nameplate l!I Yes No - Date left in service with all control valves open Remarks • Name of sprinkler contractor t(oc,co rn Co110 - Tests witnessed by Signatures mejopeviy owner or authorized agent (signed) • Title Date • • or sprini4'ntractor (Agned Title Date Additional explanations and notes © 2006 National Fire Protection Association NFPA 13 (p. 3 of 3) FIGURE 24.1 Continued 200.7 Edition