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2623 GATEWAY RD; ; AS140161; Permit
10/10/25, 12:23 PM AS140161 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2623 GATEWAY RD Permit Type: SPRINK Parcel No: 2131910900 Lot#: 0 Permit No: AS140161 Status: ISSUED Applied 7/8/2014 Approved: 7/17/2014 Reference No.: Issued: 7/17/2014 PC#: Inspector: Project Title: BRESSI RANCH PAD A BLDG SHELL BLDG: ALL SPRINKLER SYSTEMS SHALL BE MONITORED BY AN OFF-SITE CENTRAL STATION INCLUDING TAMPER SWITCHES ON ALL CONTROL VALVES AND SYSTEM WATER FLOW SWTICHES. SPRINKLER DESGIN, INSPECTION, HYDROSTATIC TEST, AND INSTALLATION SHALL BE PER NFPA 13. Applicant: Owner: EPIC FIRE PROTECTION, INC. 765 TURTLE POINT WY SAN MARCOS, CA 760-310-6122 about blank Fees($) 334 Add'I Fees ($) 0 REGENCY BRESSI LL C C/O CORNERSTONE REAL ESTATE ADVIS 100 WILSHIRE BLVD #700 SANTA MONICA CA Total($) 334 Balance($) 0 1/1 Hydraulics Summary Sheet AS14016J ,. Project Information -----------.-----Calculation Date: 6/17/201411:08:10 AM --. BRESSI RANCH PAD A UPRIGHTS system ID drawing ref CARLABAD, CA contract# Contractor Information-----~ Epic Fire Protection, Inc. 765 Turtle Point Way San Marcos, CA 92069 calculated by Adam Boisvert telephone 760-310-6122 fax 760-798-0556 email epicfire@cox.net No. Mfgr Mod [ Sprinklers in Remote SIN# Size K IGLOBEI A I I1m2· 1 8.1 80 Supply / Demand Graph 44.04 psi available at Sprinkler Demand of 29.41 psi with 70 Total System Flow of 563.4 GPM I Marain: +33.2% I - building A construction occupancy authority y rau 1cs r1 n H d r C "te ·a density .20 GPM/11' system type WET design std NFPA 13 remote area 1500 ft' hazard ORDINARY GRP II spr coverage 100 ft' sprs flowing 14 calc'd volume 236.6 gal Flow Test -------. static pressure residual pressure quantity flowing elevation from ff date & Ume of flow test 5-1314 location of flow test Site 46.80 psi 43.20 psi 650.0 GPM 0.00 ft figure curve . 60 ~ a, :!:i 40 Ill ! D. 30 20 10 0 ,/ .JI!' / ~ 075 150 225 300 """- -........ ....... ~ ---. ---- 375 450 525 600 Water Flow (GPM) ◊ Total System Demand including Hose Flows at Zero N1.85 675 ...... , -· r-· ""'" ~o -""' • Demand at sprinkler and interior hose flows © Copyright 2013 Sigma Development Group, Inc. Page 1 of 5 ol,olf ---Supply Analysis BRESSI RANCH PAD A UPRIGHTS ~S_o_u_r_ce_-,-_S_ta_tic----,-R-e-si-d-ua-1-r-Q-u_a_nt_ity--,--P-re_s_s_u_re--,-S-=y~-?~-~.,., --,P-res--=T~~-,-~-,~e-, Node Pressure Pressure Flowing Available Flow Required Zero 46.80pal 43.20 pal 650.0 GPM 44.04 psi 563.4 GPM 29.41 pal Sprinkler Flow: 313.4 GPM Additional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 563.4GPM Maximum velocity in pipe 1 0 -20 is 13.2 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 115 18.4 Sprinkler 8.10 21.44 7.01 21.44 113 18.4 Sprinkler 8.10 21.44 7.03 21.48 114 18.4 Sprinkler 8.10 21.44 7.05 21.51 112 18.4 Sprinkler 8.10 21.44 7.08 21.55 111 18.4 Sprinkler 8.10 21.44 7.13 21.63 110 18.4 Sprinkler 8.10 21.44 7.17 21.69 109 18.4 Sprinkler 8.10 21.44 7.33 21.93 108 18.4 Sprinkler 8.10 21.44 7.38 22.00 107 18.4 Sprinkler 8.10 21.44 7.68 22.45 106 18.4 Sprinkler 8.10 21.44 7.73 22.52 105 18.4 Sprinkler 8.10 21.44 8.22 23.23 104 18.4 Sprinkler 8.10 21.44 8.27 23.30 103 18.4 Sprinkler 8.10 21.44 8.99 24.29 102 18.4 Sprinkler 8.10 21.44 9.05 24.36 0 0.0 Hose@Zero 29.41 250.0 © Copyright 2013 Sigma Development Group, Inc. Page 2 of 5 Pipe Information BRESSI RANCH PAD A UPRIGHTS From Elev1 Pipe ID Flows Length ft CValue Total (Pl) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev (Pe) psi Notes To Elev2 Type in Frtctlon Lon ft Total Total ft psi/ft Frtct (Pf) psi 113 18.42 TDynaFlow Len 6.7 C= 120 Pl 115) 7.006 2.2030 0 Fig 0.0 Pe 0.000 115 18.42 BN 21.4 Total 6.7 0.00399 Pf 0.027 111 18.42 TDynaFlow 21.5 Len 6.7 C= 120 Pt 113) 7.033 2.2030 0 Fig 0.0 Pe 0.000 113 18.42 BN 42.9 Total 6.7 0.01441 Pf 0.096 109 18.42 TDyna Flow 21.6 Len 6.7 C= 120 Pl111) 7.129 2.2030 0 Fig 0.0 Pe 0.000 111 18.42 BN 64.5 Total 6.7 0.03065 Pf 0.204 107 18.42 TDynaFlow 21.9 Len 6.7 C= 120 Pl 109) 7.333 2.2030 0 Fig 0.0 Pe 0.000 109 18.42 BN 86.5 Total 6.7 0.05266 Pf 0.351 105 18.42 T Dynaflow 22.5 Len 6.7 C= 120 Pl 107) 7.685 2.2030 0 Fig 0.0 Pe 0.000 107 18.42 BN 108.9 Total 6.7 0.08072 Pf 0.538 103 18.42 2" Dyna Flow 23.2 Len 6.7 C = 120 Pt 105) 8.223 2.2030 0 Fig 0.0 Pe 0.000 105 18.42 BN 132.2 Total 6.7 0.11541 Pf 0.770 101 18.42 TDynaflow 24.3 Len 6.7 C= 120 Pl 103) 8.993 2.2030 0 Fig 0.0 Pe 0.000 103 18.42 BN 156.5 Total 6.7 0.15768 Pf 1.052 21 18.42 TDynaflow Len 3.0 C= 120 Pt 101) 10.044 2.2030 T Fig 13.6 Pe 0.000 101 18.42 BN 156.5 Total 16.6 0.15768 Pf 2.624 11 17.25 T Dyna Flow Len 1.2 C = 120 Pl 21) 12.668 2.2030 T Fig 13.6 Pe 0.507 21 18.42 NR 156.5 Total 14.8 0.15768 Pf 2.335 Total Pressure at Node 11) 15.510 psi 112 18.42 TDynaFlow Len 6.7 C = 120 Pl 114) 7.050 2.2030 0 Fig 0.0 Pe 0.000 114 18.42 BN 21.5 Total 6.7 0.00401 Pf 0.027 110 18.42 TDynaflow 21.5 Len 6.7 C= 120 Pl112) 7.077 2.2030 0 Fig 0.0 Pe 0.000 112 18.42 BN 43.1 Total 6.7 0.01449 Pf 0.097 © Copyright 2013 Sigma Development Group, Inc. Page 3 of 5 Pipe Information BRESSI RANCH PAD A UPRIGHTS From Elev1 Pipe ID Flows Length ft C Value Total (Pt) psi ft Added Inside GPM Diameter Flttlngs Flttlng ft Elev (Pe) psi Notes Elev2 Type in Friction Loss To ft Total Total ft psi/ft Friel (Pf) psi 108 18.42 2" Dyna Flow 21.7 Len 6.7 C= 120 Pt 110) 7.173 2.2030 0 Fig 0.0 Pe 0.000 110 18.42 BN 64.8 Total 6.7 0.03083 pf 0.206 106 18.42 TDynaFlow 22.0 Len 6.7 C= 120 Pt 108) 7.379 2.2030 0 Fig 0.0 Pe 0.000 108 18.42 BN 86.8 Total 6.7 0.05297 pf 0.353 104 18.42 TDynaFlow 22.5 Len 6.7 C= 120 Pt 106) 7.732 2.2030 0 Fig 0.0 Pe 0.000 106 18.42 BN 109.3 Total 6.7 0.08118 pf 0.541 102 18.42 r Dyna Flow 23.3 Len 6.7 C = 120 Pt 104) 8.274 2.2030 0 Fig 0.0 Pe 0.000 104 18.42 BN 132.6 Total 6.7 0.11608 Pf 0.774 100 18.42 T Dyna Flow 24.4 Len 6.7 C = 120 Pt 102) 9.048 2.2030 0 Fig 0.0 Pe 0.000 102 18.42 BN 156.9 Total 6.7 0.15859 pf 1.058 20 18.42 TDynaFlow Len 3.0 C= 120 Pt 100) 10.106 2.2030 T Fig 13.6 Pe 0.000 100 18.42 BN 156.9 Total 16.6 0.15859 pf 2.639 10 17.26 TDynaFlow Len 1.2 C= 120 Pt 20) 12.745 2.2030 T Fig 13.6 Pe 0.507 20 18.42 NR 156.9 Total 14.8 0.15859 pf 2.349 Total Pressure at Node 10) 15.600 psi 10 17.26 4" Dyna Flow Len 15.0 C = 120 Pt 11) 15.510 4.3100 0 Fig 0.0 Pe 0.000 11 17.26 FM 156.5 Total 15.0 0.00600 Pf 0.090 3 17.26 4" Dyna Flow 156.9 Len 11.0 C = 120 Pt 10) 15.600 4.3100 0 Fig 0.0 Pe 0.000 10 17.26 FM 313.4 Total 11.0 0.02170 pf 0.239 2 17.26 4" Dyna Flow Len 37.0 C = 120 Pt 3) 15.839 4.3100 T Fig 27.9 Pe 0.000 3 17.26 FM 313.4 Total 64.9 0.02170 pf 1.408 1 0.00 4" Dyna Flow Len 19.3 C= 120 Pt 2) 17.247 4.3100 3E Fig 41.8 Pe 7.469 2 17.26 FR 313.4 Total 61.1 0.02170 pf 1.325 © Copyright 2013 Sigma Development Group, Inc. Page 4 of 5 Pipe Information BRESSI RANCH PAD A UPRIGHTS From Elev1 Pipe ID Flows Length fl CValue Total (Pl) psi fl Added Inside GPM Diameter Fittings Fitting fl Elev (Pe) psi Notes Elev2 in Friction Loss To fl Type Total Total fl psi/fl Friel (Pf) psi Len 110.0 Pt 1) 26.041 Ames Colt 6' Double Checl< 0 0.00 6" PVC CL200 C = 150 Assembly Ames 3000SS: Loss 5.8600 CDDC, Fig 92.0 Pe 0.000 =2.72 3EfT 1 0.00 UN 313.4 Total 202.0 0.00322 Pf 0.650 Total Pressure at Node 0) 29.407 psi «:> Copyright 2013 Sigma Development Group, Inc. Page 5 of5 oJ;olf Dilshbolml Hyrhulk:s Hydraulics Summary Sheet ,.. Project Information _________ """"I _____ Calculation Date: 6/17/2014 11 :06:20 AM -- BRESSI RANCH PAD A PENDANTS system ID drawing ref CARLABAD, CA Contractor Information ------, Epic Fire Protection, Inc. 765 Turtle Point Way San Marcos, CA 92069 calculated by Adam Boisvert telephone 760-310-6122 fax 760-798-0556 email epicfire@cox.net No. Mfgr Mod [ Sprinklers in Remote SIN# Size K IGLOBEI A I 111132• I 8.1 80 Supply / Demand Graph 43.09 psi available at 70 Sprinkler Demand of 40.15 psi with Total System Flow of 660.4 GPM 60 I Man in: +6.8% ~ CD :!:i 40 i D. 30 / V 20 / V 10 ~ i,, L, 0 0 100 200 300 400 e Demand at sprinkler and interior hose flows © Copyright 2013 Sigma Development Group, Inc. building A construction occupancy authority -Hydraulics Criteria density .20 GPM/ll' system type WET design std NFPA 13 remote area 1500 ft' hazard ORDINARY GRP II spr coverage 100 ft' spra flowing 15 calc'd volume 245.8 gal _ Flow Test -----~ static pressure residual pressure quantity flowing elevation from ff data & time of flow test 5-1314 location of flow test Site ~ ...... 46.80 psi 43.20 psi 650.0 GPM 0.00 ft r---- ---.. ~ 500 600 Water Flow (GPM) figure curve . . . 700 ◊ Total System Demand including Hose Flows at Zero N1.85 800 Page 1 of 7 o!solf --Supply Analysis BRESSI RANCH PAD A PENDANTS ~---~---~---~--------,-:-----,-----::----:----, Total Total fu'stem Pressure Row Required ' / 660.4 GPM 40.15 psi I/ Source Static Node Pressure Zero 46.80 psi Quantity Flowing Available 43.09psl Sprinkler Flow: 410.4 GPM Addilional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 660.4GPM Maximum velocity in pipe 10-20 is 18.1 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 206 10.4 Sprinkler 8.10 26.00 10.30 26.00 214 10.4 Sprinkler 8.10 26.00 10.37 26.08 210 10.4 Sprinkler 8.10 26.00 10.41 26.13 207 10.4 Sprinkler 8.10 26.00 10.58 26.34 203 10.4 Sprinkler 8.10 26.00 10.79 26.60 204 10.4 Sprinkler 8.10 26.00 11.07 26.95 211 10.4 Sprinkler 8.10 26.00 11.14 27.03 215 10.4 Sprinkler 8.10 26.00 11.25 27.16 212 10.4 Sprinkler 8.10 26.00 11.45 27.40 208 10.4 Sprinkler 8.10 26.00 11.54 27.51 209 10.4 Sprinkler 8.00 14.90 11.92 27.62 200 10.4 Sprinkler 8.10 26.00 12.05 28.12 201 10.4 Sprinkler 8.10 26.00 12.37 28.49 205 10.4 Sprinkler 8.10 26.00 12.54 28.69 202 10.4 Sprinkler 8.10 26.00 14.01 30.32 0 a.a Hose@Zero 40.15 250.0 © Copyright 2013 Sigma Development Group, Inc. Page 2 of? Pipe Information BRESSI RANCH PAD A PENDANTS From Elev1 Pipe ID Flows Length ft C Value Total (Pl) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev (Pe) psi Notes To Elev2 Type in Friction Loss ft Total Total ft psi/ft Frlct (Pf) psi 154 18.42 1" Dyna Thead Len 15.0 C = 120 Pt 206) 10.303 1.0800 T,E Fig 8.1 Pe -3.464 206 10.42 AO 26.0 Total 23.1 0.18348 pf 4.232 Total Pressure at Node 154) 11.072 psi 159 18.42 1" Dyna Thead Len 10.0 C = 120 Pt 215) 11.247 1.0800 T,E Fig 8.1 Pe -3.464 215 10.42 AO 27.2 Total 18.1 0.19896 pf 3.595 Total Pressure at Node 159) 11.377 psi 158 18.42 1" OynaThNd Len 13.0 C = 120 Pt 214) 10.367 1.0800 T,E Ftg 8.1 Pe -3.464 214 10.42 AO 26.1 Total 21.1 0.18453 pf 3.887 Total Pressure at Node 158) 10.791 psi 157 18.42 1" Dyna Thead Len 9.0 C = 120 Pt 212) 11.445 1.0800 T,E Fig 8.1 Pe -3.464 212 10.42 AO 27.4 Toial 17.1 0.20221 pf 3.451 Total Pressure at Node 157) 11.432 psi 157 18.42 1" Dyna Thead Len 11.0 C = 120 Pt 211) 11.137 1.0800 T,E Fig 8.1 Pe -3.464 211 10.42 AO 27.0 Total 19.1 0.19717 pf 3.759 Total Pressure at Node 157) 11.432 psi 156 18.42 1" Dyna Thead Len 13.0 C= 120 Pt 210) 10.405 1.0800 T,E Ftg 8.1 Pe -3.464 210 10.42 AO 26.1 Total 21.1 0.18516 pf 3.901 Total Pressure at Node 156) 10.842 psi 155 18.42 1" Dyna Thead Len 9.0 C = 120 Pt 209) 11.919 1.0800 T,E Fig 8.1 Pe -3.464 209 10.42 AO 27.6 Total 17.1 0.20517 pf 3.502 Total Pressure at Node 155) 11.957 psi 155 18.42 1" Dyna Thead Len 11.0 C= 120 Pt 208) 11.537 1.0800 T,E Ftg 8.1 Pe -3.464 208 10.42 AO 27.5 Total 19.1 0.20371 pf 3.884 Total Pressure at Node 155) 11.957 psi 154 18.42 1" Dyna Thad Len 13.0 C= 120 Pt 207) 10.576 1.0800 T,E Ftg 8.1 Pe -3.464 207 10.42 AO 26.3 Total 21.1 0.18796 pf 3.960 © Copyright 2013 Sigma Development Group, Inc. Page 3 of 7 Pipe Information BRESSI RANCH PAD A PENDANTS From Elev1 Pipe ID Flows Length ft CValue Total (Pl) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev (Pe) psi Notes To Elev2 Type in Friction Loss ft Total Total ft psi/ft Friel (Pl) psi Total Pressure at Node 154) 11.072 psi 153 18.42 1" Dyna Thead Len 10.0 C= 120 Pt 205) 12.541 1.0800 T,E Ftg 8.1 Pe -3.464 205 10.42 AO 28.7 Total 18.1 0.22005 Pf 3.976 Total Pressure at Node 153) 13.053 psi 152 18.42 1" Dyna Thead Len 13.0 C= 120 Pt 204) 11.072 1.0800 T,E Fig 8.1 Pe -3.464 204 10.42 AO 27.0 Tolal 21.1 0.19610 Pf 4.131 Total Pressure at Node 152) 11.739 psi 152 18.42 1" DynaThead Len 15.0 C = 120 pt 203) 10.787 1.0800 T,E Fig 8.1 Pe -3.464 203 10.42 AO 26.6 Total 23.1 0.19143 Pf 4.416 Total Pressure at Node 152) 11.739 psi 151 18.42 1" Dyna Thead Len 10.0 C = 120 Pt 202) 14.008 1.0800 T,E Fig 8.1 Pe -3.464 202 10.42 AO 30.3 Total 18.1 0.24375 Pf 4.404 Total Pressure at Node 151) 14.948 psi 150 18.42 1" Dyna Thead Len 13.0 C= 120 Pt 201) 12.369 1.0800 T,E Ftg 8.1 Pe -3.464 201 10.42 AO 28.5 Total 21.1 0.21725 Pf 4.577 Total Pressure at Node 150) 13.482 psi 150 18.42 1" Dyna Thead Len 15.0 C= 120 Pt200) 12.053 1.0800 T,E Fig 8.1 Pe -3.464 200 10.42 AO 28.1 Total 23.1 0.21212 Pf 4.893 Total Pressure at Node 150) 13.482 psi 113 18.42 "L" Dyna Flow Len 4.3 C= 120 pt 159) 11.377 2.2030 0 Ftg 0.0 Pe 0.000 159 18.42 BN 27.2 Total 4.3 0.00618 Pf 0.026 157 18.42 "L" Dyna Flow Len 4.7 C= 120 Pl 113) 11.403 2.2030 Fig 0.0 Pe 0.000 113 18.42 BN 27.2 Total 4.7 0.00618 Pf 0.029 111 18.42 "L" Dyna Flow 54.4 Len 2.0 C= 120 Pt 157) 11.432 2.2030 0 Ftg 0.0 Pe 0.000 157 18.42 BN 81.6 Total 2.0 0.04729 Pf 0.095 Cl Copyright 2013 Sigma Development Group, Inc. Page 4 of? Pipe Information BRESSI RANCH PAD A PENDANTS From Elev1 Pipe ID Flows Length ft CValue Total (Pl) psi ft Added Inside GPM Diameter Fittings Filling ft Elev (Pe) psi Notn Elev2 in Friction Loss To ft Type Total Total ft psi/ft Friel (Pf) psi 109 18.42 2" Dyna Flow Len 6.7 C = 120 Pt 111) 11.527 2.2030 0 Fig 0.0 Pe 0.000 111 18.42 BN 81.6 Total 6.7 0.04729 Pf 0.315 155 18.42 2" Dyna Flow Len 2.4 C= 120 Pt 109) 11.842 2.2030 Fig 0.0 Pe 0.000 109 18.42 BN 81.6 Total 2.4 0.04729 Pf 0.114 107 18.42 2" Dyna Flow 55.1 Len 4.3 C= 120 Pt 155) 11.957 2.2030 0 Fig 0.0 Pe 0.000 155 18.42 BN 136.7 Total 4.3 0.12289 Pf 0.522 153 18.42 2" Dyna Flow Len 4.7 C = 120 Pt 107) 12.479 2.2030 Fig 0.0 Pe 0.000 107 18.42 BN 136.7 Total 4.7 0.12289 Pf 0.574 105 18.42 2" Dyna Flow 28,7 Len 2.0 C= 120 Pt 153) 13.053 2.2030 0 Fig 0.0 Pe 0.000 153 18.42 BN 165.4 Total 2.0 0.17480 Pf 0.350 103 18.42 2" Dyna Flow Len 6.7 C= 120 Pt 105) 13.403 2.2030 0 Fig 0.0 Pe 0.000 105 18.42 BN 165.4 Total 6.7 0.17480 Pf 1.166 151 18.42 2" Dyna Flow Len 2.2 C= 120 Pt 103) 14.568 2.2030 Fig 0.0 Pe 0.000 103 18.42 BN 165.4 Total 2.2 0.17480 Pf 0.379 101 18.42 2" Dyna Flow 30.3 Len 4.5 C= 120 Pt151) 14.948 2.2030 0 Fig 0.0 Pe 0.000 151 18.42 BN 195.7 Total 4.5 0.23864 Pf 1.074 21 18.42 2" Dyna Flow Len 3.0 C= 120 Pt101) 16.022 2.2030 T Fig 13.6 Pe 0.000 101 18.42 BN 195.7 Total 16.6 0.23864 Pf 3.971 11 17.26 2" Dyna Flow Len 1.2 C= 120 Pt 21) 19.992 2.2030 T Fig 13.6 Pe 0.507 21 18.42 NR 195.7 Total 14.8 0.23864 Pf 3.534 Total Pressure at Node 11) 24.033 psi 112 18.42 2" Dyna Flow Len 4.3 C= 120 Pt 158) 10.791 2.2030 0 Ftg 0.0 Pe 0.000 158 18.42 BN 26.1 Total 4.3 0.00573 Pf 0.024 <!:> Copyright 2013 Sigma Development Group, Inc. Page5of7 Pipe Information BRESSI RANCH PAD A PENDANTS From Elev1 Pipe ID Flows Length ft CValue Total (Pl) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev (Pe) psi Notes To Elev2 Type in Friction Loss ft Total Total ft psVfl Friel (Pf) psi 156 18.42 2" Dyna Flow Len 4.7 C= 120 pt112) 10.815 2.2030 Fig 0.0 Pe 0.000 112 18.42 BN 26.1 Total 4.7 0.00573 Pf 0.027 110 18.42 TDynaFlow 26.1 Len 2.0 C= 120 Pt 156) 10.842 2.2030 0 Ftg 0.0 Pe 0.000 156 18.42 BN 52.2 Total 2.0 0.02070 Pf 0.041 108 18.42 2" Dyna Flow Len 6.7 C= 120 pt110) 10.883 2.2030 0 Ftg 0.0 Pe 0.000 110 18.42 BN 52.2 Total 6.7 0.02070 Pf 0.138 154 18.42 2" Dyna Flow Len 2.4 C= 120 Pt 108) 11.021 2.2030 Ftg 0.0 Pe 0.000 108 18.42 BN 52.2 Total 2.4 0.02070 Pf 0.050 106 18.42 2" Dyna Flow 52.3 Len 4.3 C= 120 Pt 154) 11.072 2.2030 0 Ftg 0.0 Pe 0.000 154 18.42 BN 104.6 Total 4.3 0.07480 Pf 0.318 152 18.42 2" Dyna Flow Len 4.7 C = 120 Pt 106) 11.390 2.2030 Ftg 0.0 Pe 0.000 106 18.42 BN 104.6 Total 4.7 0.07480 Pf 0.349 104 18.42 2" Dyna Flow 53.6 Len 2.0 C = 120 Pt 152) 11.739 2.2030 0 Ftg 0.0 Pe 0.000 152 18.42 BN 158.1 Total 2.0 0.16078 Pf 0.322 102 18.42 2" Dyna Flow Len 6.7 C= 120 pt 104) 12.060 2.2030 0 Ftg 0.0 Pe 0.000 104 18.42 BN 158.1 Total 6.7 0.16078 Pf 1.072 150 18.42 2" Dyna Flow Len 2.2 C= 120 pt 102) 13.133 2.2030 Ftg 0.0 Pe 0.000 102 18.42 BN 158.1 Total 2.2 0.16078 Pf 0.349 100 18.42 2" Dyna Flow 56.6 Len 4.5 C = 120 Pt 150) 13.482 2.2030 0 Ftg 0.0 Pe 0.000 150 18.42 BN 214.7 Total 4.5 0.28321 Pf 1.274 20 18.42 2" Dyna Flow Len 3.0 C= 120 Pt 100) 14.756 2.2030 T Ftg 13.6 Pe 0.000 100 18.42 BN 214.7 16.6 0.28321 Pf 4.712 Total 10 17.25 2" Dyna Flow Len 1.2 C = 120 Pt 20) 19.468 2.2030 T Ftg 13.6 Pe 0.507 20 18.42 NR 214.7 14.8 0.28321 Pf 4.194 Total © Copyright 2013 Sigma Development Group. Inc. Page6of7 • Pipe Information BRESSI RANCH PAD A PENDANTS From Elev1 Pipe ID Flows Length ft CValue Total (Pl) psi ft Added Inside GPM Diameter Fittings Fitting ft Elev (Pe) psi Notes To Elev2 Type in Friction Loss ft Total Total ft psi/ft Frict (Pl) psi Total Pressure at Node 10) 24.169 psi 10 17.25 4" Dyna Flow Len 15.0 C = 120 Pt 11) 24.033 4.3100 0 Fig 0.0 Pe 0.000 11 17.25 FM 195.7 Total 15.0 0.00908 Pf 0.136 3 17.25 4" Dyna Flow 214.7 Len 11.0 C= 120 Pt 10) 24.169 4.3100 0 Fig 0.0 Pe 0.000 10 17.25 FM 410.4 Total 11.0 0.03575 Pf 0.393 2 17.25 4" Dyna Flow Len 37.0 C= 120 Pt 3) 24.562 4.3100 T Ftg 27.9 Pe 0.000 3 17.25 FM 410.4 Total 64.9 0.03575 Pf 2.319 1 0.00 4" Dyna Flow Len 19.3 C= 120 Pt 2) 26.881 4.3100 3E Fig 41.8 Pe 7.469 2 17.25 FR 410.4 Total 61.1 0.03575 Pf 2.183 0 o.oo 6" PVC CL200 Len 110.0 Pt 1) 36.534 Ames Colt 6" Double Check CDDC/3 C = 150 Assembly Ames 3000SS: Loss 5.8600 E,T Fig 92.0 Pe 0.000 =2.55 1 o.oo UN 410.4 Total 202.0 0.00530 Pf 1.070 Total Pressure at Node 0) 40.154 psi © Copyright 2013 Sigma Development Group, Inc. Page 7 of 7 . Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, Inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left In service before contractor's personnel finally leave the Job. A certificate shall be flHed out and signed by both representatives. Coples shall be prepared for approving authorities, owners. and contractor. It Is understood the owner's representative's signature In no WW/ prejudices any claim against contractor for feulty material, poor workmanship, or feliure to comply with approving authority's requirements or local ordinances. Property name ~ ... _, • •-..i"="";,S I Property address Plans Instructions l.clcation of system Sprinklers Accepted by approving authorities (names Address Installation conforms to accepted plans Equipment used Is approved If no, explain deviations t> c..A Has person In charge of fire equipment been Instructed as . to location of control valves and care and maintenance of this new equipment? If no, explain? Have copies of the following been left on the premises? 1. System components 'instructions 2. Care and maintenance Instructions 3. NFPA25 Supplies buildings Model tE Type of pipe :t?'1JA: f3ew Date . ~~ .I . < 181 Yes ~ Yes ~ Yes ~ Yes 15() Yes ~ .Yes Ei'J Yes 0 No D No 0 No ·□ No 0 No 0 No 0 No Pips and fittings Type of fillings _JL.:i,L,,.!,c::>~------------------------......,.- Alarm valve or flO'f Indicator . ·Dry pipe operating test Type "-lF-1 Minutes Seconds Without Alarm device• Make D valve Model Model Serial no. Make Maximum time to operate through test connection Minutes Seconds . Operation ~ D Pneumatle D Electric D Hvdraullcs hfiplng supervised D Yes D No Detecting media supervised .Ja'ves D No Does~erate from the manual trip, remote, or both ~ 0 Yes □ No control station Deluge and Is there an accessible~· '" each clrcutt ~ --11 no; explain preactlon valves for testing? 0Yes~ Does each clrc~~ Does each clrcutt operate Maximum time to Make Model . supervlsln" a alarm? .._ valve release? operate release •• ---No ~ No Minutes Seconds _.,,,,.,... .......... Lo=--atlon k-l("ake and Setting Static pressure Resldu ssure Flow rate Pressure an r model (flowing) ?uclng Inlet (psi) Outlet (pal) Inlet (psi) Outiet (psi) -...aw(gpm) alv ...........___ Hydmstallc; Hydrostatic teats shall be made at not less than 200 pal (13.6 bar) for2 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 leakege shall be stopped. description PD1111roa1fc• Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not excaed 1 'h psi (0.1 bir) In 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not excsed 1 'h psi (0.1 11ar) In 24 hours. All piping hydrostatleally teated at ~ pal (-bar) for ~ hours If no, state reason . Dry piping pneumaUcslly tested D Yea O No N~'A Equipment operates properly O · Yea O No Do you certify as the sprinklef contractor that additives and corrosive chemicals, sodium tilllcate or deriveUves of sodium slllcate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? w Yea D No Drain I Reading of gauge located. near water Residual pressure. wtth valve In teat Testa teat supply teat connection: ~ psi ( bar) connection open wlde:Al_ psi ( bar) Underground mains and lead In connections to system risers flushed before connection made to sprinkler piping Verified by copy of the U Form No. 85B g) Yes D No Other Explaln flushed by Installer of underground ~ Yes □ sprinkler piping No If powder-driven fasteners are used In concrete, has D Yes al No If no, explaln representative sample testing be satisfactorily ~~ completed? Blank testing Numbwit Locations Number removed gaskets Welding piping 0 Yes ~No t1I~ If yes ... Do you cartlfy as the sprinkler contractor that welding procadures comply D Yes □ No with the requirements of at least AWS 82.1? Welding Do you certify that the welding was performed by welders qualffled In 0 Yes 0 No compllanca wtth the requirements of at least AWS B2.1? Do you cartlfy that the welding was carried out In compllanca wtth a documented 0 Yes 0 No qualtty control procedure to ensure that all discs are retrieved, that openings In piping are smooth, that slag and other welding residue are removed, and that the lntemal diameters of piping are not penetrated? Cutouts . Do you cartlfy that you have a control feature to ensure that 'igyes 0 No (discs) all cutouts (dlacs) are retrieved? -- • fi>'draullc Nameplate provided If no, explain data nameplate ~ Yes 0 No Remarks Date left In service with all control valves open 9-11·14 Name of sprinkler contractor --·-C::,:I~ --:, :rtOµ ,I ---1 C-. ' Te1ta wltnea1ed by Signatures For property owner (signed) Title Date , filr sprinkler ~or Isl TIiie Date --~&IC>&-IT ""I, t>· 14 ' _ Additional explanations 'and notes otfa3 ~,tf Carlsbad Municipal Water District {""•~~ Potable Water Discharge Event Report ·W Date: cf,• ,,, --- Locatio~: 1 G~~y 4 f,' n"'; /o.. P{ec.c.-e, Reason for Discharge Event: _ _jJ_v<.'fo<:7 f c;r.,,...'f- Type of Event Initial Dewatering Water Mains '!:f_./.r Estimated Discharge Flow: 650 GPM Note: Includes flow testing and flushing Dewatering Water Mains Nj;,: Start nme /I :15 Unscheduled Water Discharge y_J_A-_ End lime 1 r:2.u Clear flow path of debris, surface Pre-Dechlorination Residual: z,,.cJ contaminants and/or hazardous t) ,cl materials. Do not remove native Post-Dechlorination Residual: vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharged water. Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediments or silted areas are cleared. Water Sampling Performed by: ~:Hi!:> (Less than 0.1 mg/L) PH within limits of6.0 and 9.0 ~<..!:, __ YI=~ µ,v.,,:c/ llfz I rJfo Comments: _________________________ _ Submitted by: ~ a.,~ 5. l:1• 14-Reviewed by: ______ _ (Name & Date) (Name & Date) /•.•·· f' / l•'low Test Record Test l lvdrant llydrnnt m No. _______ Size Main Static ............. ':)2. Rcsidual. ........ __ ~-- Prcssure Drop .. __ ..-4::: ___ (PDI 1) ..... K factor for .PDI 1 '2. \l Flow Hydrant(s) Hydrant l location~"2~\"T~s,~--------------- Hydrant2 location __________________ _ Hydrant 3 location ------------------- Hydrant I Pitot. __ .,__I __,'?c___---'PSI GPM:_. C:..Sp SizeofOrifice ,e\-a. Hydrant 2 Pitot PSI GPM:____ Size of Orifice ___ _ Hydrant 3 Pitot PSI GPM: ____ Size of Orifice_. ___ _ Total: -·--- Calculated test and tlow data - (Ql) OxPD2 k =Q2 PDI*k . Static: .................... $-Z.. Desired Residual. ...... _20 __ Pressure Drop (PD 2) .. ~ ................................. K factor PD 2: C., • t; (,.c:, Ql Comments: x Co., divided by "2.. , I I PD2k PD lk equals 'Zoo"Z-GPM at 20 psi residual Q2 -------------------------- Test conducted for : Conducted by: l:;A C...::.f'.i..,,li:t26=---------------- 05-06-2014 Job Address: Permit Type: Parcel No: Fire Dept Ref#: Location: Project Title: Description: Contractor: City of Carlsbad Fire Department Permit 2623 GATEWAY RD CBAD FADD 2131910900 Subtype: HYO Lot#: 0 FAD14023 Building Permit#: BRESSI RANCH PAD A BRESSI RANCH PAD A HYDRANT FLOW TEST EPIC FIRE PROTECTION, INC. 765 TURTLE POINT WY Phone: 760-310-6122 Fax: SAN MARCOS, CA 92069 .~IL[ ... ·~-·. ,# ( Permit No: FAD14023 Status: Applied: Issued: Entered By: APPROVED 05/06/2014 CDW Total Fees: $55.00 Total Payments To Date: $0.00 Permit Fee Additional Permit Fee Re-Inspection Fee Other Pre-Inspection Fee Additional Fees TOTAL PERMIT FEES 0 0 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $55.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and lie the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition.