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HomeMy WebLinkAbout2478 IMPALA DR; ; AS120129; Permit7/28/22, 12:18 PM AS120129 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2478 IMPALA DR Permit Type: SPRINK Parcel No: 2090412800 Lot#: 0 Reference No.: Permit No: AS120129 Status: ISSUED Applied 10/2/2012 Approved: 10/9/2012 Issued: 10/9/2012 PC #: Inspector: Project Title: LA POSADA-PHASE 2 NEW AUTO. SPRINK. SYSTEM FOR 6063 S.F. ADULT DORMITORY. Applicant: Owner: AMERICAN AUTOMATIC FIRE SUPPRESSION SUITE B 9510 PATHWAY STREET SANTEE,CA 619-562-3010 Fees($) Add'I Fees ($) 668 0 about:blank CATHOLIC CHARITIES DIOCESE OF SAN DIEGO 349 CEDAR ST SAN DIEGO CA Total($) 668 Balance($) 0 1 /1 Flow Test Record Test Hydrant Location 2 '¥78 I CfPAt A De -:Joe s IT€: Hydrant ID No .. ____ Size Main le.'' At:P Static ............. 76 Residual......... 7 o Pressure Drop.. 3 (PDI 1) ..... K factor for PDI I 1.8( - Flow Hydrant(s) Hydrant l 1ocation 2~70 lrpA,;.A )3e. Hydrant 2 location -------------------Hydrant 3 ]ocation __________________ _ AS t2.D\2, q Hydrant I Pitot 60 PSI GPM: I <QcJ Size of Orifice 2 ~" Hydrant 2 Pitot _________ PSI GPM: ___ _ Hydrant 3 Pitot . PSI GPM: __ _ Calculated test and flow data - . Static:... . . . . .. . . . . . . . . . .. 7 S Total: 13t!>C (QI) OxPD2 k ==Q2 PDI*k Sire of Orifice ___ _ Size of Orifice. ---- Desired Residual ....... _20 __ Pressure Drop (PD 2).. S8 ................................. K factor PD 2: 8. 96 /'jt:!JC) Ql x B. C/to divided by I. $1 PD2k PDlk equals t:. 4'.JS-GPM at 20 psi residual Q2 Comments:. _________________________ _ Test conducted for : Conducted by: At?1Ec2,l('.,A,A) At >TOMdtic. fiu Svppe..C:<,S,QN Date: 7/30 Time: 8.'Jo Google earth feetr-------200 rreters:~11111111111 ...... ----~;.;....-ao b A<JeRE ~1tt 7 B :5-r tr T 7~ ~£~ Hydraulic Calculations for Project: La Posada Men s Shelter Farmworkers Dorm-2 2478 Impala Drive Drawing no.: Date: Carlsbad, CA 92008 12047 9/1 7/2012 Design Remote area number: Remote area location: Office attic Occupancy classification: light hazard Density: 0.10 gpm/sf Area of application: 1199 sq. ft. (entire area) Coverage per sprinkler: 120 sq. ft. Rl'.\'11.'.\V\.'.f'. ~ D RECOMMEND APPROVAi. -V'\ \Sl\;(YT\-.\) ,0 ,1r,_11-, 11) APPRO , ... --' · · Type of sprinklers calculated: SSU QR 5.6k intermediate temp No. of sprinklers calculated: 16 In rack demand: na Hose streams: 100 gpm outside + 0 inside Total water re quired {including hose streams): 368.52 gpm at 53.09 psi [ 16.84 psi safety margin ] Type of system: wet pipe Volume of dry or preaction system: na Contra ctor: Name of designer: Authority having jurisdiction: li2w Water Supply Information Date: 7-30-2012 Location: 2478 Impala Drive Source: city water main American Automatic Fire Suppresion, Inc. 9510 Pathway Street, Suite B Santee, Ca 92071 C-16, 731167 (619) 562-3010 Debbie Seeman Carlsbad Fire Department Static and residual pressures reduced by 10% Light hazard combustible unused attic with a roof pitch of 4 inch rise in 12 inch run with wood members 3 feet or less on center. 1500 sq. ft. area of application reduced by 38.50% to 923 sq. ft.per NFPA 13, 11.2.3.2 and then increased by 30% to 1199 sq. ft. per NFPA 13, 11 .2.3.2.4. Maximum sprinkler spacing perpendicular to the slope is 8 feet on center. Maximum sprinkler spacing parallel to the slope is 15 feet on center. Maximum sprinkler coverage is 120 sq. ft. Minimum sprinkler pressure allowed is 7 psi per NFPA 13, 11.3.4.1 9/17/2012 p s I 105 90 75 60 45 30 15 0 -- I-- --- - =(A) . ---- ---- ---- ---/ - 7 , --1111 11 I I / / 1111111 I I Hydraulic Demand Graph . - ( B) /(; ---------------------- V I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C100 200 300 400 500 GPM 600 700 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com Page 2 Water Source: A) 70 .2 psi Static B) 700 gpm at 69.34 psi Demand at Source: C) 368.5 gpm at 53.09 psi 9/17/2012 Page 3 Supply Analysis Static Residual Available Total Required Node at Pressure Pressure Flow Pressure Demand Pressure [psi] [psi] [gpm] [psi] [gpm] [psi] SRC 70 .2 18.0 6435.0 69.94 368.52 53.09 Node Analysis Elev Pressure Req Disch Discharge Node Tag [ft] Type [psi] [gpm] [gpm] SRC -3.000 source 53.093 -368.519 TAP -3.000 ref 53.089 100.000 100.000 Ul -3.000 ref 52.827 0.000 U2 -3.000 ref 41.446 0.000 BFl 3.000 ref 50.173 0.000 BF2 3.000 ref 38.904 0.000 DI3 -3.000 ref 41.007 0.000 BR3 0.500 ref 39.483 0.000 TR3 14.3 33 ref 28 .197 0.000 Ml 14.333 ref 27.049 0.000 M7 16.250 ref 21.822 0.000 M8 16.250 ref 15. 311 0.000 M8A 16.250 ref 11. 52 9 0.000 M9 16.250 ref 15.055 0.000 Ml 0 16.250 ref 14.981 0.000 101 16.250 K=5.60 12.381 14.820 19.704 102 16.250 K=5 .60 11.844 14.820 19. 272 103 16.250 K=5 .60 11. 5 95 14 .820 19.069 104 16.250 K=5 .60 10.640 14.820 18.266 1 05 18.500 K=5.60 9.289 14.820 17.068 1 0 6 18.500 K=5 .60 8.351 14.820 16.182 1 0 7 18.500 K=5.60 7.745 14.820 15.585 108 18.500 K=5 .60 7.281 14.820 15 .110 1 0 9 18.500 K=5 .60 7.064 14.820 14.883 11 0 18.500 K=5 .60 7.004 14.820 14.820 111 16.250 K=5.60 10 .277 14.820 17.952 112 16.2 50 K=5 .60 9.244 14.820 17.026 113 16.250 K=5.60 8.579 14.820 16.402 114 16.250 K=S .60 8.068 14.820 15.906 115 16.250 K=5.60 7.829 14 .820 15.669 11 6 16.2 50 K=5 .60 7.763 14.820 15.603 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Page4 Pi~e Information negative pipe flow (Q) indicates flow is from node 2 towards node 1 Node 1 Discharge Norn Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T [ft] psi/ft frict (Pf) Notes SRC -3.000 q=-368.519 12 30.000 Pt= 53.093 Mat=''CDI52" 1 Q= 368.519 12.34 0.000 C=l40 Pe= 0.000 TAP -3.000 30 .000 0 .000 Pf= 0 .004 TAP -3.000 q= 100.000 6 1T=43. 0 3 7 54 .000 Pt= 53.089 Mat="CDI52" 2 Q= 268.519 6 .16 1G=4. 3 0 4 67 .425 C=l 40 Pe= 0 .000 Ul -3.000 1E=2 0. 0 8 4 121 .425 0.002 Pf= 0.261 Ul -3.000 q= 0.000 6 1E=2 0. 0 8 4 6.000 Pt= 52 .827 Mat=''CDI52" 3 Q= 268.519 6.16 20 .084 C=l 40 Pe= 2.598 BFl 3.000 26.084 0 .002 Pf= 0.056 BFl 3.000 q= 0.000 6 1E=2 0. 0 8 4 5.000 Pt= 50 .173 Mat=''CDI52" 4 Q= 268.519 6.16 20.084 C=l40 Pe= 0 . 000 Pdev=ll. 22 psi BF2 3.000 25.084 0.002 Pf= 0.054 BF2 3.000 q= 0.000 6 1E=2 l. 411 6 .000 Pt= 38.904 Ma t=11 PVC 11 5 Q= 268.519 6.08 21 .411 C=l50 Pe= -2.598 U2 -3.00 0 27 .411 0.002 Pf= 0.055 U2 -3.000 q= 0.000 6 1T=4 5 . 8 81 54 .000 Pt= 41.446 Ma t=11 PVC 11 6 Q= 268.519 6.08 3E=64. 2 3 3 163 .641 C=l50 Pe= 0.000 D1 3 -3.000 1G=4. 588 217 .641 0.002 Pf= 0 .440 1C=4 8. 93 9 D1 3 -3.000 q= 0 .000 6 4.000 Pt= 41.007 Mat="CDI5211 7 Q= 26 8 .519 6.16 0 .0 00 C=l 40 Pe= 1 .515 BR3 0.50 0 4.000 0.002 Pf= 0.009 BR3 0.500 q= 0.000 3 2E=l8.815 17 .333 Pt= 39 .483 Mat=11 Sl 0 " 8 Q= 268 .519 3.2 6 18.815 C=l20 Pe= 5 .990 Pdev=3. 0 psi TR3 14.333 36 .149 0 .064 Pf= 2. 296 TR3 14.333 q= 0.000 3 1E=9 . 4 0 8 8.667 Pt= 28.197 Mat=11 S10" 9 Q= 268 .519 3 .2 6 9.408 C=l20 Pe= 0.000 Ml 14.33 3 18 .074 0.064 Pf= 1 .148 Ml 14.333 q= 0 .000 3 3E=2 8 . 2 2 3 41 .000 Pt= 27 .049 Mat="S1011 10 Q= 268 .519 3 .26 28 .223 C=l20 Pe= 0 .830 M7 16.250 69.223 0.064 Pf= 4.397 M7 16.250 q= 0 .000 3 102 .500 Pt= 21.822 Mat="S10" 11 Q= 26 8 .519 3.26 0.000 C=l20 Pe= 0 .000 M8 16.250 102 .500 0 .0 64 Pf= 6.510 M8 16.250 q= 0 .000 3 7 .500 Pt= 15.311 Mat="S1011 12 Q= 192 .2 07 3.26 0.000 C=l20 Pe= 0 .000 M9 16.250 7 .500 0 .034 Pf= 0 .257 M9 16.250 Pt= 15.055 13 98 .558 3.2 6 C=l20 Pe= 0.000 Ml 0 16.250 7 .417 0.01 Pf= 0.074 M8 16.250 q= 0 .000 1. 5 1T=9.900 4.000 Pt= 15 .311 14 Q= 7 6 .312 1.682 1E=4. 950 14.849 C=l20 Pe= 0 .000 101 16.250 18.849 0 .155 Pf= 2.931 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Page 5 Pipe Information, cont. Node 1 Discharge Norn Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T [ft] psi/ft frict (Pf) Notes 101 16.250 5 .6 q= 1 9 .70 4 1. 5 6.000 Pt= 12.381 Mat="S10" 15 Q= 56 .608 1.682 0 .000 C=l20 Pe= 0.000 102 16.250 6.000 0 .089 Pf= 0.537 102 1 6 .250 5 .6 q= 19 .272 1. 5 6.000 Pt= 11.844 Mat=" Sl O" 16 Q= 37.335 1.682 0 .000 C=l20 Pe= 0 .000 103 16.250 6.000 0 .041 Pf= 0.249 103 16.250 5 .6 q= 1 9 .069 1. 5 6.000 Pt= 11.595 Mat="S10" 17 Q= 18 .26 6 1.68 2 0 .000 C=l20 Pe= 0.000 M8A 16.250 6.000 0 .011 Pf= 0.066 M8A 16.250 q= 0 .000 1 1T=5.000 3 .083 Pt= 11.529 Mat="S40" 18 Q= 1 8.266 1.04 9 5 .000 C=l20 Pe= 0.000 104 16.250 8 .083 0.11 Pf= 0.889 M9 16 .250 q= 0 .000 1. 5 1T=9.900 6 .25 0 Pt= 15.055 Mat="S10" 19 Q= 93 .649 1.682 1E=4 . 950 14 .849 C=120 Pe= 0.974 105 18.500 21 .099 0 .227 Pf= 4.791 105 18.500 5 .6 q= 1 7 .068 1. 5 6 .000 Pt= 9.289 Mat=" S10" 20 Q= 7 6.581 1.682 0.000 C=120 Pe= 0.000 106 18.500 6 .000 0.156 Pf= 0.939 106 1 8.500 5 . 6 q= 1 6 .182 1. 5 6 .000 Pt= 8 .351 Mat="S10" 21 Q= 60.399 1.682 0.000 C=l20 Pe= 0.000 107 18.500 6.000 0 .101 Pf= 0.605 107 18.500 5 . 6 q= 15 .585 1. 5 8.000 Pt= 7 .745 Mat="S10" 22 Q= 44 .814 1.68 2 0 .000 C=120 Pe= 0 .000 108 18.500 8 .000 0.058 Pf= 0. 4 65 108 18 .500 5 .6 q= 15. 110 1. 5 8 .000 Pt= 7 .281 Mat="S10" 23 Q= 29 .703 1.682 0.000 C=l20 Pe= 0.000 109 18.500 8 .000 0 .027 Pf= 0 .217 109 18.500 5 . 6 q= 14.883 1. 5 8 .000 Pt= 7 .064 Mat=" Sl O" 24 Q= 1 4 .820 1.682 0.00 0 C=l20 Pe= 0.000 110 18.500 8 .00 0 0 .007 Pf= 0.060 MlO 16 .250 q= 0.000 1. 5 1 T=9 . 90 0 4 .00 0 Pt= 14.981 Mat="S10" 25 Q= 98 .558 1.682 1E=4. 950 14 .84 9 C=l20 Pe= 0.000 111 16.250 18.84 9 0 .25 Pf= 4.704 111 16.250 5 . 6 q= 17 .952 1. 5 6.00 0 Pt= 10 .277 Mat="S10" 26 Q= 80 .606 1.682 0 .00 0 C=l20 Pe= 0.000 112 16.250 6.00 0 0 .172 Pf= 1.032 112 16 .250 5 .6 q= 17 .026 1. 5 6.000 Pt= 9.244 Mat="S10" 27 Q= 63 .58 0 1.682 0 .000 C=120 Pe= 0.000 113 16.250 6.000 0 .111 Pf= 0 .666 113 1 6 .250 5 . 6 q= 16 .4 02 1. 5 8 .000 Pt= 8 .579 Mat="S10" 28 Q= 47 .1 78 1.682 0 .000 C=120 Pe= 0 .000 114 16.250 8.000 0.064 Pf= 0 .511 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/20 12 Pipe 29 30 Pipe Information, cont. Node 1 Discharge Norn Fittings L [ft] Elev & Flow i.d. num & length F [ft] Node 2 [ft] K-factor [gpm] [in] [ft] T [ft] 11 4 16.2 50 5 .6 q= 15.906 1.5 8.000 Q= 31.272 1.68 2 0.000 115 16.250 8.000 115 16.250 5 . 6 q= 15 .669 1. 5 8.000 Q= 15.603 1.682 0 .000 116 16.250 8 .000 Material Codes Pipe Material PVC -PVC C900 Pressure Class 150 Sl0 -Schedule 10 Steel S40 -Schedul e 40 Steel CD I52 -Cement Lined Ductile Iron Thickness Class 52 total (Pt) C factor elev (Pe) psi/ft frict (Pf) Notes Pt= 8.068 Mat="Sl0" C=l20 Pe= 0.000 0.03 Pf= 0.239 Pt= 7 .829 Mat=" Sl 0" C=l20 Pe= 0 .000 0 .008 Pf= 0.066 ~ C -Check Valve E -Standard 90 degree elbow G -Gate Valve T -Tee -Flow turn 90 degrees report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com Page 6 Hydraulic Calculations for Project: La Posada Men s Shelter Farmworkers Dorm-2 2478 Impala Drive Carlsbad, CA 92008 Drawing no.: 12047 Date: 9/17/2012 Design Remote area number: 2 Remote area location: Dormitory attic Occupancy classification: light hazard Density: 0.10 gpm/sf Area of application: 1170 sq. ft. (entire area) Coverage per sprinkler: 120 sq. ft. Type of sprinklers calculated: SSU QR 5.6k intermediate temp No. of sprinklers calculated: 13 In rack demand: na Hose streams: 100 gpm outside + 0 inside Total water required (including hose streams): 327.4 gpm at 52.79 psi [ 17.2 psi safety margin] Type of system: wet pipe Volume of dry or preaction system: na Water Supply Information Date: 7-30-2012 Location: 2478 Impala Drive Source: city water main Contractor: American Automatic Fire Suppresion, Inc. 9510 Pathway Street, Suite B Santee, Ca 92071 C-16, 731167 (619) 562-3010 Name of designer: Debbie Seeman Authority having jurisdiction: Carlsbad Fire Department ~ Static and residual pressures reduced by 10% Light hazard combustible unused attic with a roof pitch of 4 inch rise in 12 inch run with wood members 3 feet or less on center. Maximum ceiling height within the attic is less than 10-0". 1500 sq. ft. area of application reduced by 40% to 900 sq. ft.per NFPA 13, 11.2.3.2 and then increased by 30% to 1170 sq. ft. per NFPA 13, 11.2.3.2.4. Maximum sprinkler spacing perpendicular to the slope is 8 feet on center. Maximum sprinkler spacing parallel to the slope is 15 feet on center. Maximum sprin kler coverage is 120 sq. ft. Minimum sprinkler pressure allowed is 7 psi per NFPA 13, 11.3.4.1 9/17/2012 p s I 105 90 75 60 45 30 15 0 ---- ---- :(A) ■ ---- ---- ---- -V - V --1111 11 I I ~ / , I I I I II II I Hydraulic Demand Graph ■ - ( B) /(----------------ii--------- (C) II II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C100 200 300 400 500 GPM 600 700 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com Page 2 Water Source: A) 70 .2 psi Static 8) 700 gpm at 69.34 psi Demand at Source: C) 327.4 gpm at 52.79 psi 9/17/2012 Page 3 Supply Analysis Static Residual Available Total Required Node at Pressure Pressure Flow Pressure Demand Pressure [psi] [psi] [gpm] [psi] [gpm] [psi] SRC 70.2 18.0 6435 .0 69.99 327.4 52.79 Node Analysis Elev Pressure Req Disch Discharge Node Tag [ft] Type [psi] [gpm] [gpm] SRC -3.000 source 52 .788 -327 .398 TAP -3.000 ref 52 .785 100 .000 100 .000 Ul -3.000 ref 52 .592 0.000 U2 -3.000 ref 40 .484 0 .000 BFl 3.000 ref 49.953 0.000 BF2 3.000 ref 37.927 0 .000 0 13 -3.000 ref 40 .161 0.000 BR3 0 .500 ref 38 .639 0 .000 TR3 14.333 ref 27. 961 0 .000 Ml 14.333 ref 27 .117 0 .000 M3 15.750 ref 26 .138 0.000 M3A 17 .250 ref 10.736 0 .000 M4 15.750 ref 25 .822 0.000 M4A 21.583 ref 7 .415 0 .000 MS 15.750 ref 25.757 0.000 201 17 .250 K=5 .60 11 .781 14 .820 19 .221 202 17.250 K=5 .60 11 .112 14.820 18 .667 203 17 .250 K=5 .60 10 .803 14 .820 18 .406 204 17.250 K=5 .60 9.785 14 .820 17 .518 205 21.583 K=5 .60 8 .941 14 .820 16 .745 206 21.583 K=5 .60 8 .106 14 .820 15 .944 207 21.583 K=5 .60 7 .627 14 .820 15 .465 208 21.583 K=5 .60 7.460 14 .820 15.295 209 21 .583 K=5 .60 7 .004 14 .820 14 .820 21 0 17.750 K=5 .60 12 .015 14 .820 19.411 211 17 .750 K=5.60 11.315 14 .820 18 .837 212 17.750 K=5 .60 10.988 14 .820 18 .563 21 3 17.750 K=5 .60 10 .92 0 14 .820 18 .506 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Page4 Pi12e Information negative pipe flow (Q) indicates flow is from node 2 towards node 1 Node 1 Discharge Norn Fittings L (ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor (gpm] [in] [ft] T [ft] psi/ft frict (Pf) Notes SRC -3 .000 q=-32 7. 3 98 12 30.000 Pt= 52.788 Mat=''CDI52" 1 Q= 327.398 12.34 0 .000 C=l 40 Pe= 0.000 TA P -3 .000 30.000 0.000 Pf= 0.003 TA P -3 .000 q= 100.000 6 1 T=43. 037 54.000 Pt= 52.785 Mat=''CDI52" 2 Q= 227.398 6.16 1G=4. 3 0 4 67.425 C=l40 Pe= 0.000 Ul -3 .000 1E=2 0. 0 8 4 121.425 0.002 Pf= 0.192 Ul -3 .000 q= 0.000 6 1E=2 0. 0 8 4 6.000 Pt= 52.592 Mat="CDI52" 3 Q= 227.398 6.16 20 .0 84 C=140 Pe= 2.598 BFl 3.000 26.084 0 .002 Pf= 0.041 BF l 3.000 q= 0.000 6 1E=2 0. 0 8 4 5.000 Pt= 49.953 Mat="CDI52" 4 Q= 227.398 6.16 20 .084 C=l40 Pe= 0. 000 Pdev=ll. 99 ps;i. BF 2 3.000 25.084 0.002 Pf= 0.040 BF 2 3.000 q= 0.000 6 1E=2 l. 411 6.000 Pt= 37.927 Mat="PVC" 5 Q= 227.398 6.08 21.411 C=l50 Pe= -2.598 U2 -3 .000 27.411 0.001 Pf= 0.041 U2 -3 .000 q= 0.000 6 1T=45 . 8 81 54 .000 Pt= 40.484 Mat=" PVC" 6 Q= 227.398 6.08 3E=64.233 163.641 C=150 Pe= 0 .000 DI3 -3 .000 1G=4. 588 217.641 0.001 Pf= 0.323 DI 3 -3 .000 q= 0.000 6 4.000 Pt= 40.161 Mat="CDI52" 7 Q= 227.398 6. 16 0.000 C=l 40 Pe= 1.515 BR3 0.500 4.000 0 .002 Pf= 0 .006 BR3 0.500 q= 0.000 3 2E=l8.815 17.333 Pt= 38.639 Mat=" S10" 8 Q= 227 .398 3.26 18.815 C=l20 Pe= 5.990 Pdev=3. 0 psi TR3 14 .333 Pf= 1.688 TR3 14 .333 Pt= 27 .961 Mat="S10" 9 227 .398 3.26 9 .408 C=120 Pe= 0.000 Ml 14 .333 18.074 0.047 Pf= 0.844 Ml 14.333 q= 0.000 3 7 .833 Pt= 27.117 Mat=" S10" 10 Q= 227.398 3.26 0 .000 C=120 Pe= 0 .613 M3 15 .750 7 .8 33 0.047 Pf= 0.366 M3 15 .750 q= 0.000 3 14.000 Pt= 26.138 Mat="S10" 11 Q= 153.586 3.26 0.000 C=120 Pe= 0.000 M4 15 .750 14.000 0.023 Pf= 0.316 M4 15 .750 q= 0.000 3 10.667 Pt= 25 .822 Mat="S10" 12 Q= 75.317 3.26 0 .000 C=120 Pe= 0.000 MS 15 .750 10.667 0 .006 Pf= 0.065 M3 15 .750 q= 0.000 1. 5 1T=9.900 78.917 Pt= 26 .138 Mat="S10" 13 Q= 73 .812 1.682 1E=4. 950 14.849 C=120 Pe= 0.649 201 1 7 .250 93.766 0 .146 Pf= 13.707 201 17.250 5. 6 q= 19.221 Pt= 11 .781 Mat="S10" 14 Q= 54.591 0.000 C=120 Pe= 0.000 202 17 .250 8.000 0 .084 Pf= 0.669 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Page 5 Pipe Information. cont. Node 1 Discharge Norn Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T [ft] psi/ft frict (Pf) Notes 202 17 .250 5 .6 q= 18.667 1. 5 8 .000 Pt= 11.112 Mat=" Sl O" 15 Q= 35.924 1.682 0 .000 C=l20 Pe= 0 .000 20 3 17 .250 8.000 0 .039 Pf= 0 .309 20 3 17 .250 5 . 6 q= 18.406 1. 5 6.583 Pt= 10.803 Mat="S10" 16 Q= 17.518 1.682 0 .000 C=l20 Pe= 0.000 M3 A 17 .250 6 .583 0.01 Pf= 0.067 M3 A 1 7 .250 q = 0.000 1 1T=S.00 0 4 .333 Pt= 10.736 Mat=" S40" 17 Q= 17.518 1.049 5.000 C=l20 Pe= 0.000 20 4 1 7 .250 9 .333 0.102 Pf= 0.950 M4 15 .7 5 0 q= 0.000 1. 5 1 T=9 . 900 73 .250 Pt= 25 .822 Mat=" S10 " 18 Q= 78.269 1.682 1E=4. 950 14 .849 C=l20 Pe= 2 .526 205 21.583 88.099 0 .163 Pf= 14 .355 205 21.583 5 .6 q= 16.745 1. 5 8.000 Pt= 8 .941 Mat=" Sl O" 19 Q= 61.524 1.682 0 .000 C=l20 Pe= 0.000 206 21 .583 8 .000 0.104 Pf= 0.835 20 6 21 .583 5 .6 q= 15.944 1. 5 8.000 Pt= 8 .106 Mat=" S10" 20 Q= 45.580 1 .682 0.000 C=l20 Pe= 0 .000 20 7 21.583 8 .000 0 .06 Pf= 0.479 2 07 21.583 5 . 6 q= 15.465 1. 5 6 .000 Pt= 7 .627 Mat=" Sl O" 21 Q= 30.115 1 .682 0 .000 C=l20 Pe= 0.000 20 8 21.583 6.000 0.028 Pf= 0.167 208 21 .583 5 .6 q= 15.295 1. 5 6 .000 Pt= 7.460 Mat="S10" 22 Q= 14.820 1.682 0.000 C=l20 Pe= 0.000 M4 A 21 .583 6.000 0.007 Pf= 0 .045 M4A 21.58 3 q = 0.000 1 1 T=5 . 000 0.500 Pt= 7 .415 Mat="S40" 23 Q= 14.820 1 .049 5 .000 C=l20 Pe= 0 .000 209 21.58 3 5 .500 0.075 Pf= 0. 411 MS 15 .750 q= 0.000 1. 5 1 T=9 . 9 0 0 70.000 Pt= 25.757 Mat="S10" 24 Q= 75 .317 1 .682 1E=4 . 950 14.849 C=l20 Pe= 0 .866 210 17 .750 84.849 0.152 Pf= 12 .876 210 17 .750 5 . 6 q= 19 .411 1. 5 8 .000 Pt= 12.015 Mat=" Sl O" 25 Q= 55.907 1.682 0 .000 C=l20 Pe= 0.000 211 17 .750 8 .000 0.087 Pf= 0.699 211 17 .750 5 .6 q= 18.837 1. 5 8 .000 Pt= 11 .315 Mat="S10" 26 Q= 37.069 1.682 0 .000 C=l20 Pe= 0.000 212 17 .750 8 .000 0.041 Pf= 0 .327 212 17 .750 5 .6 q= 18 .563 1. 5 6.000 Pt= 10.988 Mat=" Sl O" 27 Q= 18 .506 1.682 0 .000 C=l2 0 Pe= 0 .000 2 13 17 .750 6.000 0. 011 Pf= 0.068 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Material Codes Pipe Material PVC -PVC C900 Pressure Class 150 S l0 -Schedule 10 Steel S 40 -Schedule 40 Steel CDI52 -Cement Lined Ductile Iron Thickness Class 52 ~ C -Check Valve E -Standard 90 degree elbow G -Gate Valve T -Tee -Flow turn 90 degrees report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com Page 6 Hydraulic Calculations for Project: La Posada Men s Shelter Farmworkers Dorm-2 2478 Impala Drive Carlsbad, CA 92008 Drawing no.: 12047 Date: 9/17/2012 Design Remote area number: 3 Remote area location: Restroom attic Occupancy classification: ordinary hazard group II Density: 0.20 gpm/sf Area of application: 1950 sq. ft. (entire area) Coverage per sprinkler: 130 sq. ft. Type of sprinklers calculated: SSU QR 5.6k intermediate temp No. of sprinklers calculated: 17 In rack demand: na Hose streams: 250 gpm outside + 0 inside Total water required (including hose streams): 706.66 gpm at 62.73 psi [ 6.6 psi safety margin] Type of system: wet pipe Volume of dry or preaction system: na Water Supply Information Date: 7-30-2012 Location: 2478 Impala Drive Source: city water main Contractor: American Automatic Fire Suppresion, Inc. 9510 Pathway Street, Suite B Santee, Ca 92071 C-16, 731167 (619) 562-3010 Name of designer: Debbie Seeman Authority having jurisdiction: Carlsbad Fire Department N2.w Static and residual pressures reduced by 10% Ordinary hazard group 2 combustible used attic (gas fired HVAC) with a roof pitch of 4 inch rise in 12 inch run with wood members 3 feet or less on center. 1500 sq. ft. area of application increased 30% to 1950 sq. ft. per NFPA 13 11.2.3.4. Maximum sprinkler spacing perpendicular to the slope is 10 feet on center Maximum sprinkler spacing parallel to the slope is 13 feet on center. Maximum sprinkler coverage is 130 sq. ft. Minimum sprinkler pressure allowed is 20 psi per NFPA 13, 11.3.4.2 9/17/2012 p s I Hydraulic Demand Graph 105 .-.-----.------.-------------.-------.-------- 90 -------------------------------- 75 (A) 45 ------------------------------ 30 1-+---+-----,~----+------+-------+------------1 0 ......................... _.__._. ____ ..........._,............._......_._ .............................. ....__.-.-.___..__.,___,__.__......._...__ ______ ....__ __________ ....___ ______ __.__. C150 300 450 600 750 GPM 900 1050 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com Page 2 Water Source: A) 70.2 psi Static B) 1050 gpm at 68.38 psi Demand at Source: C) 706.7 gpm at 62.73 psi 9/17/2012 Page 3 Supply Analysis Static Residual Available Total Required Node at Pressure Pressure Flow Pressure Demand Pressure [psi] [psi] [gpm] [psi] [gpm] [psi] SRC 70.2 18.0 6435.0 69 .32 706.66 62.73 Node Analysis Elev Pressure Req Disch Discharge Node Tag [ft] Type [psi] [gpm] [gpm] SRC -3.000 source 62 .727 -706.657 TAP -3.000 ref 62 . 714 250 .000 250.000 Ul -3.000 ref 62 .015 0.000 U2 -3 .000 ref 53 .573 0 .000 BFl 3.000 ref 59 .267 0.000 BF2 3.000 ref 51 .123 0 .000 DI3 -3.000 ref 52 .399 0 .000 BR3 0 .500 ref 50 .861 0 .000 TR3 14.333 ref 35 .738 0.000 Ml 14.333 ref 32 .672 0 .000 M2 15.750 ref 29 .134 0.000 M2A 15.750 ref 26 .256 0 .000 M2B 15.750 ref 25 .726 0.000 M2C 15.750 ref 25 .596 0 .000 M6 15.750 ref 27.878 0.000 M6A 15.750 ref 25 .595 0 .000 M6B 15.750 ref 25.160 0 .000 M6C 15.750 ref 25 .049 0.000 R2A 16.417 ref 25 .385 0 .000 R6A 16.417 ref 24 .878 0 .000 R2B 18.500 ref 23.907 0 .000 R6B 18 .500 ref 23.488 0 .000 R2C 17.167 ref 24 .075 0.000 R6C 17.167 ref 23 .653 0 .000 Lll 17.167 ref 23 .120 0 .000 L12 17 .167 ref 23 .250 0 .000 L13 17.167 ref 23 .155 0.000 L14 17.167 ref 23 .064 0 .000 L15 17.167 ref 23.091 0.000 L16 17 .167 ref 22 .792 0 .000 L17 17.167 ref 22 .665 0 .000 301 16.417 K=5 .60 25 .030 26 .000 28.017 302 16.417 K=5 .60 24 .417 26.000 27 .671 303 16 .417 K=5 .60 24 .293 26 .000 27 .601 304 16.417 K=5 .60 24 .319 26 .000 27.616 305 16.417 K=5 .60 24 .514 26 .000 27 .727 306 18.500 K=5 .60 23 . 571 26.000 27.188 307 18.500 K=5 .60 23 .017 26 .000 26 .867 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Page 4 Node Analysis, cont. Elev Pressure Req Disch Discharge Node Tag [ft] Type [psi] [gpm] [gpm] 308 18.500 K=5.60 22 .909 26.000 26.804 309 18.500 K=5.60 22.937 26.000 26.820 310 18.500 K=5.60 23.143 26.000 26.940 311 16.500 K=5.60 21.986 26.000 26.258 312 16.500 K=5.60 22.108 26.000 26.331 313 16.500 K=5.60 22.019 26.000 26.278 314 16.500 K=5.60 21.932 26.000 26.226 315 16.500 K=5.60 21.958 26.000 26.241 316 16.500 K=5.60 21. 676 26.000 26.072 317 16.500 K=5.60 21. 556 26.000 26.000 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Page 5 Pi12e Information negative pipe flow (Q) indicates flow is from node 2 towards node 1 Node 1 Discharge Norn Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [i n] [ft] T [ft] psi/ft frict (Pf) Notes SRC -3.000 q=-7 0 6. 65 7 12 30.000 Pt= 62.727 Mat=''CDI52" 1 Q= 706.657 12.34 0 .000 C=l40 Pe= 0.000 TAP -3.000 30.000 0.000 Pf= 0.013 TAP -3.000 q= 250.000 6 1 T=43. 037 54.000 Pt= 62.714 Mat=''CDI52" 2 Q= 456.657 6.16 1G=4. 304 67 .425 C=l40 Pe= 0.000 Ul -3.000 1E=2 0. 0 8 4 121.425 0.006 Pf= 0 .698 Ul -3.000 q= 0.000 6 1E=2 0. 0 8 4 6.000 Pt= 62.015 Mat="CDI52" 3 Q= 456.657 6.16 20 .084 C=l4 0 Pe= 2.598 BFl 3.000 26 .084 0.006 Pf= 0.150 BFl 3.000 q= 0.000 6 1E=2 0. 0 8 4 5.000 Pt= 59.267 Mat=''CDI52" 4 Q= 456.657 6.16 20.084 C=l4 0 Pe= 0. 000 Pdev=8. 0 psi BF2 3.000 25.084 0.006 Pf= 0 .144 BF2 3.000 q= 0.000 6 1E=2 l. 411 6.000 Pt= 51 .123 Mat=" PVC" 5 Q= 456.657 6.08 21 .411 C=l50 Pe= -2 .598 U2 -3.000 27 .411 0.005 Pf= 0.148 U2 -3.000 q= 0.000 6 1T=45. 8 81 54.000 Pt= 53 .573 Mat=" PVC" 6 Q= 456.657 6.08 3E=64. 2 33 163.641 C=l50 Pe= 0 .000 DI3 -3.000 1G=4. 588 217 .641 0 .005 Pf= 1.174 1C=4 8. 9 3 9 DI3 -3.000 q= 0.000 6 4 .000 Pt= 52 . 399 Mat="CDI52" 7 Q= 456.657 6. 16 0 .000 C=l4 0 Pe= 1.515 BR3 0.500 4.000 0 .006 Pf= 0.023 BR3 0.500 q= 0.000 3 2E=l8 .815 17.333 Pt= 50.861 Mat="S10" 8 Q= 456.657 3.26 18.815 C=l20 Pe= 5 . 9 9 0 Pdev=3 . 0 psi TR3 14.333 36.149 0.17 Pf= 6 .132 TR3 14.333 q= 0.000 3 1E=9. 4 0 8 8.667 Pt= 35.738 Mat="S10" 9 Q= 456.657 3.26 9.408 C=l2 0 Pe= 0.000 Ml 14.333 Pf= 3.066 Ml 14.333 q= 0.000 3 1E=9. 4 0 8 7.833 Pt= 32 .672 Mat="S10" 10 Q= 456.657 3.26 9.408 C=l20 Pe= 0 .613 M2 15 .750 17.241 0 .17 Pf= 2.925 M2 15.750 q= 0 .000 3 30.083 Pt= 29.134 Mat="Sl 0" 11 Q= 214.051 3.26 0.000 C=l20 Pe= 0.000 M6 15.750 30.083 0.042 Pf= 1 .256 M2 15.750 q= 0.000 2.5 1T=l6.47 4 2.917 Pt= 29.134 Mat=" S10" 12 Q= 242.606 2.635 16 .474 C=l20 Pe= 0.000 M2A 15.750 19 .391 0.148 Pf= 2.878 M2A 15.750 q= 0 .000 2.5 7 .083 Pt= 26.256 Mat="S10" 13 Q= 167.537 2.635 0.000 C=l20 Pe= 0.000 M2B 15.750 7.083 0.075 Pf= 0 .530 M2B 15.750 q= 0.000 2.5 4 .917 Pt= 25.726 Mat=" S10" 14 Q= 95.399 2.635 0.000 C=l20 Pe= 0.000 M2C 15.750 4 .917 0.026 Pf= 0 .130 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Page 6 Pipe Information. cont. Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T [ft] psi/ft frict (Pf) Notes M6 15.750 q= 0.000 2.5 1T=l6.47 4 2.917 Pt= 27 .878 Mat="S10" 15 Q= 214 .051 2.635 16 .474 C=l20 Pe= 0.000 M6A 15.750 19.391 0.118 Pf= 2.283 M6A 15.750 q= 0.000 2.5 7.083 Pt= 25.595 Mat=" Sl 0" 16 Q= 150.488 2.635 0 .000 C=l20 Pe= 0.000 M6B 15.750 7.083 0.061 Pf= 0.435 M6B 15.750 q= 0.000 2.5 4.917 Pt= 25.160 Mat="S10" 17 Q= 88.007 2.635 0.000 C=l20 Pe= 0 .000 M6C 15.750 4.917 0.023 Pf= 0.112 M2A 15.750 q= 0.000 2 1 T=l2. 307 0.667 Pt= 26.256 Mat="S10" 18 Q= 75.069 2.157 12 .307 C=l20 Pe= 0.289 R2A 16.417 12 .973 0.045 Pf= 0.583 M2B 15.750 q= 0.000 2 1T=l2.307 2.750 Pt= 25.726 Mat="S10" 19 Q= 72.138 2.157 12.307 C=l20 Pe= 1.191 R2B 18.500 15.057 0.042 Pf= 0.628 M2C 15.750 q= 0.000 2 1 T=l2. 307 0.667 Pt= 25.596 Mat="S10" 20 Q= 95.399 2.157 12.307 C=l2 0 Pe= 0.613 R2C 17.167 12 .973 0 .07 Pf= 0.908 M6A 15.750 q= 0.000 2 1 T=12. 307 0 .667 Pt= 25 .595 Mat="S10" 21 Q= 63.563 2.157 12 .307 C=l20 Pe= 0 .289 R6A 16.417 12.973 0.033 Pf= 0.428 M6B 15.750 q= 0.000 2 1T=l2. 307 2.750 Pt= 25 .160 Mat="S10" 22 Q= 62 .481 2.157 12 .307 C=l20 Pe= 1 .191 R6B 18.500 15.057 0.032 Pf= 0.482 M6C 15.7 50 q= 0.000 2 1T=l2.307 0.667 Pt= 25.049 Mat="S10" 23 Q= 88.007 2.157 12 .307 C=l20 Pe= 0 .613 R6C 17.167 12 .973 0 .06 Pf= 0 .782 R2A 16.417 q= 0.000 1. 5 1T=9.900 4 .667 Pt= 25.385 Mat=" Sl 0" 24 Q= 28.017 1,682 9 .900 C=l20 Pe= 0 .000 301 16.417 14 .566 0.024 Pf= 0.355 R2A 16.41 7 q= 0.000 1. 5 1 T=9 . 9 0 0 5 .333 Pt= 25.385 Mat="S10" 25 Q= 47.052 1.682 9.900 C=l20 Pe= 0 .000 302 16 .417 15.233 0.064 Pf= 0 . 968 302 16.417 5.6 q= 27.671 1. 5 10.000 Pt= 24 .417 Mat=" Sl 0" 26 Q= 19.381 1.682 0 .000 C=l20 Pe= 0.000 303 16 .417 10 .000 0.012 Pf= 0.123 304 16.417 5.6 q= 27.616 1. 5 10.000 Pt= 24.319 Mat="S10" 27 Q= 8.221 1.682 0 .000 C=l20 Pe= 0 .000 303 16.417 10.000 0 .003 Pf= 0.025 R6A 16.417 q= 0.000 1. 5 1 T=9 . 90 0 4 .667 Pt= 24.878 Mat="S10" 28 Q= 35.837 1.682 9 .900 C=l20 Pe= 0 .000 304 16.417 14 .566 0 .038 Pf= 0.559 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Page 7 Pipe Information, cont. Node 1 Discharge Nom Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T [ft] psi/ft frict (Pf) Notes R6A 16.417 q= 0.000 1. 5 1T=9.900 5.333 Pt= 24.878 Mat="S10" 29 Q= 27.727 1.682 9 .900 C=l20 Pe= 0 .000 305 16.417 15 .233 0.024 Pf= 0.364 R2B 18.500 q= 0.000 1. 5 1T=9.900 4.667 Pt= 23.907 Mat="S10" 30 Q= 27.188 1.682 9.900 C=l20 Pe= 0.000 306 18.500 14.566 0.023 Pf= 0.336 R2B 18.500 q= 0.000 1. 5 1 T=9. 90 0 5.333 Pt= 23 .907 Mat=" Sl 0" 31 Q= 44.949 1.682 9 .900 C=l20 Pe= 0 .000 307 18.500 15.233 0 .058 Pf= 0.890 307 18.500 5. 6 q= 26.867 1. 5 10 .000 Pt= 23.017 Mat="S10" 32 Q= 18.083 1.682 0 .000 C=l20 Pe= 0 .000 308 18.500 10 .000 0.011 Pf= 0.108 309 18.500 5.6 q= 26.820 1. 5 10.000 Pt= 22 .937 Mat=" Sl 0" 33 Q= 8.721 1.682 0 .000 C=l20 Pe= 0 .000 308 18.500 10 .000 0.003 Pf= 0.028 R6B 18.500 q= 0.000 1. 5 1 T=9 . 90 0 4 .667 Pt= 23.488 Mat=" Sl 0" 34 Q= 35.541 1.682 9.900 C=l20 Pe= 0.000 309 18.500 14 .566 0.038 Pf= 0.551 R6B 18.500 q= 0.000 1. 5 1 T=9. 90 0 5 .333 Pt= 23.488 Mat="S10" 35 Q= 26.940 1.682 9.900 C=l20 Pe= 0 .000 310 18.500 15 .233 0.023 Pf= 0.345 R2C 17.167 q= 0.000 1. 5 1 T=9. 90 0 0.667 Pt= 24 .0 75 Mat="S10" 36 Q= 52.589 1.682 9.900 C=l20 Pe= 0 .000 Ll2 17.167 10.566 0.078 Pf= 0.825 Ll2 17.167 q= 0.000 1. 5 6.000 Pt= 23 .250 Mat="S10" 37 Q= 26.258 1.682 0 .000 C=l20 Pe= 0 .000 Lll 17.167 6 .000 0.022 Pf= 0.130 R2C 17.167 q= 0.000 1. 5 1 T=9. 90 0 7.333 Pt= 24.075 Mat="S10" 38 Q= 42 .810 1.682 9.900 C=l20 Pe= 0 .000 Ll3 17.167 17.233 0.053 Pf= 0 .920 Ll3 17.167 q= 0.000 1. 5 10 .000 Pt= 23 .155 Mat="S10" 39 Q= 16.533 1.682 0 .000 C=l20 Pe= 0 .000 Ll4 17.167 10 .000 0.009 Pf= 0.092 Ll5 17.167 q= 0.000 1. 5 8 .000 Pt= 23 .091 Mat="S10" 40 Q= 9.693 1.682 0.000 C=l20 Pe= 0 .000 Ll4 17.167 8 .000 0.003 Pf= 0.027 R6C 17.167 q= 0.000 1.5 1 T=9. 90 0 4.667 Pt= 23.653 Mat="S10" 41 Q= 35.935 1.682 9 .900 C=l20 Pe= 0 .000 L15 17.167 14.566 0.039 Pf= 0.562 R6C 17.167 q= 0.000 1. 5 1T=9.90 0 1.333 Pt= 23.653 Mat="S10" 42 Q= 52.072 1.682 9 .900 C=120 Pe= 0 .000 L16 17.167 11 .233 0.077 Pf= 0.861 report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 9/17/2012 Page 8 Pipe Information. cont. Node 1 Discharge Norn Fittings L [ft] total (Pt) Pipe Elev & Flow i.d. num & length F [ft] C factor elev (Pe) Node 2 [ft] K-factor [gpm] [in] [ft] T [ft] psi/ft frict (Pf) Notes L16 17.167 q= 0.000 1. 5 6.000 Pt= 22 .792 Mat="Sl0" 43 Q= 26.000 1.682 0 .000 C=l20 Pe= 0.000 L17 17.167 6.000 0.021 Pf= 0.127 Lll 17.167 q= 0.000 1 1 T=6. 21 7 2 .000 Pt= 23 .120 Mat="Sl0" 44 Q= 26 .258 1.097 6.217 C=l2 0 Pe= -0.289 311 16.500 8.217 0.173 Pf= 1.423 L12 17.167 q= 0.000 1 1 T=6. 21 7 2.000 Pt= 23.250 Mat=" Sl 0" 45 Q= 26.331 1.097 6.217 C=l20 Pe= -0.289 312 16.500 8 .217 0 .174 Pf= 1.430 L13 17.167 q= 0.000 1 1 T=6. 21 7 2 .000 Pt= 23 .155 Mat="Sl0" 46 Q= 26.278 1.097 6 .217 C=l20 Pe= -0.289 313 16.500 8 .217 0 .173 Pf= 1.425 Ll4 17.167 q= 0.000 1 1 T=6. 21 7 2 .000 Pt= 23.064 Mat="Sl0" 47 Q= 26.226 1.097 6.217 C=l20 Pe= -0.289 314 16.500 8.217 0.173 Pf= 1 .420 L15 17.167 q= 0.000 1 1 T=6. 21 7 2 .000 Pt= 23.091 Mat="Sl0" 48 Q= 26.241 1.097 6.217 C=l2 0 Pe= -0.289 315 16.500 8.217 0 .173 Pf= 1.421 Ll6 17.167 q= 0.000 1 1 T=6. 21 7 2 .000 Pt= 22.792 Mat="Sl0" 49 Q= 26 .072 1.097 6.217 C=l20 Pe= -0.289 316 16.500 8.217 0 .171 Pf= 1 .404 L17 17.167 q= 0.000 1 1 T=6. 21 7 2.000 Pt= 22 .665 Mat="Sl0" 50 Q= 26.000 1.097 6 .217 C=120 Pe= -0.289 317 16.500 8.217 0 .17 Pf= 1 .397 Material Codes ei12e Ms1l~cis1I ~ PVC -PVC C900 Pressure Class 150 C -Check Valve Sl0 -Schedule 10 Steel E -Standard 90 degree elbow CDI52 -Cement Lined Ductile Iron Thickness Class 52 G -Gate Valve T -Tee -Flow turn 90 degrees report created by the "Simple Hydraulic Calculator" version 2.3.2 from www.igneusinc.com 2478 Impala Dr, Carlsbad, CA 92008 Conterminous 48 States 2003 NEHRP Seismic Design Provisions Latitude= 33.139301 Longitude= -117.26740000000001 Spectral Response Accelerations Ss and Sl Ss and Sl = Mapped Spectral Acceleration Values Site Class B -Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa (sec) (g) 0.2 1.123 (Ss, Site Class B) 1.0 0.426 (Sl, Site Class B) ,. \ 13-·232 JNSTALt.A"fION OP SPRINI<Um b"YSfEMS Contractor's Materiai and Test Certi·ficate for Aboveground Piping PROCE.bURE Upon compfetloo of work, inspecUon a d tests shall be made by the c<mtractor's representative and witnessed by the property owner or !hair attthorized a.gont. Afr defects shal be corrected and system left in service before contractor's personnel finaJly leave the Job. A certificate shalf be tilted out and $i9n, by bolh representatives. Coples $hall be prepared for approving authorities, owners. and contractor. It ls understood thB ownef'~ representative's signature in :no way prejudlces any claim against contractor for faulty muterial, poor -~or_~~~sh1p, or tanure t~.:~.P~Y~~!~~/l1pproving authority's requirements or loca!~~d~~~~~!.:: ____ 1~.-. ·------------, .. ~r<>pe,tynarne __ l.A»?b~ ! -·-----1 of)te 'r. 191--1'?> Property address G~t / V11 D Plans Instructions location of sy:stom Sprinklers Pipe and fittings Alnrm valve or flow tndlcator Oryplpe oporating test AJ/A l Accepted oy apprCNing authorities (~~mes} Guz. Address Installation contortjls to accepted pfans eq1Jipmeot usecl I~ &pprovf?d lf no, explain devi~Uons Has person In charge of iire :equipment been fostructed as to location of contr'pl valves and care and maintenance of this now aqulpniont? It no, explain ' ~Yos if Yes Sves Ch'1o ONo ····-·------------·····-·--··-·--•··-----·---·-···-·-······-··-----···-------······-··----··-------··--·------- Have copies of t~ following been left on the premises? 1. System co~onents Instructions 2. Caro and ~lntenance inslructions 3. NFPA25 Supplies ·buildings I Ory valve Mako !Slves ~Yes i:IYes ~Yes 0.0.0. Model UNo 0No QNo ON~ Serial no. I ---......... -----~-__,,,_L ___ .,._ ____ ,--__ __,_....__ _ ___,_~~--r-No, Time'* trlp i'imo water Alarm i througljl test Water Air Trip point rnt1ctiad oporaled L--~-v ~~! .... c'+-~o_n_a._b _____ p_r~-~~--__ .-. ~~~Y:'~---a_ir_p __ r_es_s_u_re ____ te_.s_t_ou ..... 1_Ie_ta_,h ______ pi_o..,.P~.L- ! Minutes Seconds si s, Minu1~s Sep0nds r~Jit;~t ----------~-------------+---------, o.o,o. Yos No l With ; lo.o~o. 1_ ••• ! If no. explain <Q 2009 National Fire Protection Association NFPA 13 {p. 1 of 3} a Measured from tlme inspector's test connection is opened .b NFPA 13 only requires tho 60-slloond fimit9flon ln ~p~cmc section:,; FIGURE 24.l Contractor's Material and 'lest Certificate for Abovegmund .Piping. 2010 Edttion l Delugoand praacllc;m valves NIA Tl:lst doscription Welding SYSTEMS AGGEPTANCF. Op¢.ratron ClPneumatic 0Etactr~~·-·· ClHydraullcs . ! ~__,,_, ____________ __ Oves □No I Detentingmadiasuparvlsed □Yes UNo Piping supervl$d , Does valve op~rate from lhe manua1 rr.ip. remote. or troth Lw~!~ stations? Oves ONo l Is u,aro an ac 1 ssible facility in each clrcuil If no, explain for testing? Ctvos CJ No Ooes each circuit operate Does each circuit operate Maximum tima to su arwsionlQ:S$alnrm? _______ ._v'"'"a .... rv,..,.e __ re .... le.c..:a""s-"-0 .... ? ____ ......,..o~e.rate.retease Maka Modi ~---···--Yo'!J _ ~-.-... ____ ._JI.JD.-....-----+--""~ ...... s_-+ ___ t!(o ___ ·--•• .1¥1.Jo.lJJ~:i ....§.2.r&..~ location M~ke and anct floor tj\o~~I Setting Statlo pr0$SU!l:l Aesfdual. prt:!SSure (Rowing) Flowrate Inlet {psi} Oult9t {pSI) lnlel (psi) i Outlet (psi) Flow (gpm) H,ydrostatli;: Hydrostatic 1asts shall be made at not le,s."}lhan 200 psi {13,6 bar) for 2 hours or 50 psi {3A bar) abQvo static pr~ssure in exC8S$· Ol 150 psi (10.2 bat) for 2 hours. Oilforantial dry pip~ v~IVe cl.appera shall be latl . open dUrintf th? test to prewnl damage. Alt abovegro.und piping leakage shall bA stopped. P.Jleumatl~ E~tablish 40 psi (2. 7 bar) air pressure and moa$ure drop, which $half not excrced 1 ¼ psi {0.1 bar) in 24 hours. T~sl pressure tanks at notmal water level and air pressure and measure air pressure drop, which shall not eKceed-1 ~ psi {0.1 bar) in 24 hours, Ory piping pooumttllcnHy tested O Yes U No All plplng hydri,statically tested at _?_qpAAi {---bar)·to. r .. L . hours Ii If no, stat.e reason Equlpm~nt-op~rates properly _ Yes -~--□ No .... ,, .. ,, ________ .,, ····-···--· ____ ----~-• Do you certlfyjas tha spril'lkter contractor that additives and corrosive chemicals, sodium silfcate or derivatives or sodium s!li($te, brine. or other corrosive ehemicals were not used tor testing syslems or stopping leaks? !Sa'Yes J ONo Drain Re.~fng of gauge locata<I near water ResiduaJ pressure wnh v~ in test tasi 1sup~ly lesl conneclion: -~~-. sit--¼ bar) conn~tion opon Wide: .. ?.::':::-?. .• _ _psi t--.. tmQ.~----- Underground /nains and lead•ln connoettoM to system rlsets flushed before connection made lo sprinkler pipiflfl . Verified by copy of the Contractor's Mate.rial and Test Certificat~ for µodurground Piping. Other Explain Flushed by in~tatler of underground sprinkler piping If powdM-driV~n fasteners are used in concrete. has rnpras-en~live sample testing been satisfactorily cpmpleled'? {Ir Number used Locations Al Oves . . aves UNo If .es .... Oo y<iu cortifylas Iha sprinklGr contractor that welding procedures used complied wilh tho minimum i,equitements of AWS. 82.1, ASME Secdon IX W~l{ling .a.nd Brazing QualificstionsJ or ether apptreable qualification standard as roqUiroo by the AHJ'l Do you CE!rtifyjthat an wording was-perf~rmed by welders or wo.lding opEJralors quelified In ac¢ordanoe with the rntnlmum tequitoirients of AWS 82.1, ASME: Section IX Wefding a~ Brazing Qual!flcatlons, or other appJlcabfe qualification standard as required by th~ AHJ? Oo you certil.yithat the welding was conductod In ~ompHar.ica with a documented quality contro~ procedure to ensure that (1) all discs are retrieved; (2} that openings in p.lplt'lg are sro~oth, 1:hat slag and other welding residue rue remOl/ed: (3) the infemal diameters of piping aro not penGtmted: (4) completed welc!S am frea from cracks, irmomp!oto fuiicn, surface porosity groater than ½G in. dlametQr, undercut dMper than the lesser of ZS°/<> of the waU thlckm:iss or 1/4:: In.; a.nd (6) oompleted clrcumtoronlial bolt weld refnforciHnent does not e:xceed %1 in.? Ctmtinucd If no, explain ! Number removed t Clves DNo f.:lves ClNo Oves UNo NFPA 13 (p. 2 .of 3) 13-233 2010 Edition \ 13-23+ Cutout$ (discs) Hydraulic data nameplate )NSTALL\Tl()N OF SPRINKtJm SYSTEMS Do yov certity that yo.' hav& a control featur~ to ensurn that all cutouts: (discs) are retrieved? Nam~plate provided {f no, explain Sprloldercomractor removed alt caps:~ndstraps? Silvas (JN~ .Date !eh in service wl}h all control.valves op:....e_n~------------ "'· /8 / ,~! fJNo Narne of sprinkler .coqtrac;tor -----. . ( __ ,. _____ .6 _rr.1_~.1.fdtY ..... A!l.n11:rlt.U-~~~w.Ei~--~r--.a:S.,.'4~tJ"-----1 · Tosta wltno&sed by Slgnatur:es ,.,u.. ____ ...,_ ____ ~~-................. ,.,··-••···· .. -·•• .. --... -·--·-·---.. , .••• __ .•.. --------------1 orlzed agent ·(signed) ·rn11~ Date 'Dc:Pv--T1 HU ~~Jf:AL Tille Date c;-/1◄ I 13 · @ 2009 National Flro Protection Association NFPA 13 (p. 3 Of ~) FIGURE 24-.1 Cotitimt<-:>Ci 2010 Edition