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HomeMy WebLinkAbout2210 FARADAY AVE; ; AS050174; Permit6/16/22, 3:48 PM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: AS050174 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS050174 2210 FARADAY AV Status: ISSUED SPRINK Applied 8/31/2005 2121205500 Approved: 9/2/2005 0 Issued: 9/2/2005 Inspector: RESEARCH CENTER POINT FIRE SPRINKLER SYSTEM Owner: SENTRY FIRE PROTECTION 318 STATE PL ESCONDIDO, CA 760-7 4 7-7 44 7 Fees($) Add'I Fees ($) Total($) Balance($) 60 0 60 0 1 /1 SENTRY FIRE PROTECTION COMPANY 318 STATE PLACE ESCONDIDO, CA 92029 LIC. NO. C-16 612721 (21 APPROVED ~ 8/19/6~ .. 0 APPROVED AS NOTED .-,. HYDRAULIC CALCULATIONS FOR . 1 [J NOT APP OVED, RESUBMIT RESEARCH CENTER POINTE CARLSBAD, CALIFORNIA DATE: Aug 14, 2005 REMOTE AREA "A" -DESIGN DATA- Ci,~~:W·!G IS Oi~LY FOR C FORMANt! V''.T H ~'.:c ;.:~·s:r.~; r, NCEPl 0F THE p:·.nir:· 1" f.;;-:c; C0i';'. UA.NCE v, 'TH THE ;:;i:c:·:-~.:J:c;N GIV::r·: ! i T ,E CONTR,I\CT DfiT:.1E~·:rS. corn riA "TOR IS RESPONSIBLE ~JI. DWU~:w:w. TO BE CONFIRMED ,'H-:!J CORf~ELATED AT THE JOB I sm AND FOR COORDINATl-ON Of THE ~ORK OF AU TRAD~ _ _ _ OCCUPANCY CLASSIFICATION: Ordinary Grp 2 DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 124.63 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 13 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 384.0 gpm TOTAL WATER REQUIRED (including hose): 634.0 gpm FLOW & PRESSURE (at BASE of Riser 384.0 gpm@ 85.6 psi SPRINKLER ORIFICE SIZE: 1/2 inch K= 5.6 NAME OF CONTRACTOR: SENTRY FIRE PROTECTION.CO. DESIGN/LAYOUT BY: TN AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE MARSHAL CALCULATIONS BY THE HASS COMPUTER PROGRAM SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 08/14/2005 RESMEZZA.SDF JOB TITLE: RESEARCH CENTER POINTE MEZZ., CARLSBAD .20/1500 SQ FT WATER SUPPLY DATA SOURCE NODE TAG STATIC PRESS. (PSI) RESID. FLOW PRESS. @ (PSI) (GPM) AVAIL. TOTAL PRESS.@ DEMAND {PSI) (GPM) REQ'D PRESS. (PSI) FLOWTEST 108.0 85.0 1550.0 103.6 634.0 89.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A B C D E F 17 18 19 TOR HEADER BOR DCKl DCK2 FLOWTEST ELEVATION {FT) 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.6 10.1 10.1 10.1 10.1 10.1 10.1 10.1 25.5 25.5 24.4 2.0 0.5 0.0 0.0 0.0 NODE TYPE K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5~60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 K= 5.60 SOURCE PRESSURE (PSI) 19.8 21.7 23.7 28.1 31.9 39.7 20.1 22.0 24.0 28.5 32.3 40.1 37.1 38.0 39.7 44.2 44.8 45 .4 47.2 50.6 53.5 56.0 73.9 73.4 74.4 75.1 84.9 85.6 85.9 89.9 89.9 634.0 GPM 250.0 GPM 0.0 GPM 384.0 GPM DISCHARGE (GPM) 24.9 26.1 27.3 29.7 31.6 25.1 26.3 27.4 29.9 31.8 34.1 34.5 35.3 384.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 08/14/2005 RESMEZZA.SDF JOB TITLE: RESEARCH CENTER POINTE MEZZ., CARLSBAD .20/1500 SQ FT PIPE DATA PIPE TAG Q(GPM) DIA ( IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES {FT) (K) (PSI) (GPM} F.L./FT (PSI) Pipe: 1 -24.9 1.080 PL 11.33 PF 1.9 1 10.6 5.6 19.8 24.9 8.7 120 FTG PE 0.0 2 10.6 5.6 21.7 26.1 0.170 TL 11.33 PV 0.5 Pipe: 2 -51.0 1.408 PL 11.33 PF 2.0 2 10.6 5.6 21.7 26.1 10.5 120 FTG PE 0.0 3 10.6 5.6 23.7 27.3 0.176 TL 11.33 PV 0.7 Pipe: 3 -78.3 1.408 PL 11.33 PF 4.4 3 10.6 5.6 23.7 27.3 16.1 120 FTG PE 0.0 4 10.6 5.6 28.1 29.7 0.388 TL 11.33 PV 1.8 Pipe: 4 -108.0 1.639 PL 11.33 PF 3.8 4 10.6 5.6 28.1 29.7 16.4 120 FTG PE 0.0 5 10.6 5.6 31.9 31.6 0.335 TL 11.33 PV 1.8 Pipe: 5 -139.6 1.639 PL 5.67 PF 7.8 5 10.6 5.6 31.9 31.6 21.2 120 FTG T PE 0 .. 0 6 10.6 0.0 39.7 0.0 0.539 TL 14.40 PV 3.0 Pipe: RISERl -139.6 1.639 PL 0.46 PF 5.0 6 10.6 0.0 39.7 0.0 21.2 120 FTG T PE 0.2 A 10.1 0.0 44.8 0.0 0.539 TL 9.19 PV 3.0 Pipe: 6 -25.1 1.080 PL 11.33 PF 1.9 7 10.6 5.6 20.1 25.1 8.8 120 FTG PE 0.0 8 10.6 5.6 22.0 26.3 0.172 TL 11.33 PV 0.5 Pipe: 7 -51.3 1.408 PL 11.33 PF 2.0 8 10.6 5.6 22.0 26.3 10.6 120 FTG PE 0.0 9 10.6 5.6 24.0 27.4 0.178 TL 11.33 PV 0.8 Pipe: 8 -78.8 1.408 PL 11.33 PF 4.4 9 10.6 5.6 24.0 27.4 16.2 120 FTG PE 0.0 10 10.6 5.6 28.5 29.9 0.392 TL 11.33 PV 1.8 Pipe: 9 -108.7 1.639 PL 11.33 PF 3.8 10 10.6 5.6 28.5 29.9 16.5 120 FTG PE 0.0 11 10.6 5.6 32.3 31.8 0.339 TL 11.33 PV 1.8 Pipe: 10 -140.5 1.639 PL 5.67 PF 7.9 11 10.6 5.6 32.3 31.8 21.4 120 FTG T PE 0.0 12 10.6 0.0 40.1 0.0 0.545 TL 14.40 PV 3.1 Pipe: RISER2 -140.5 1.639 PL 0 .46 PF 5.0 12 10.6 0.0 40.1 0.0 21.4 120 FTG T PE 0.2 B 10.1 0.0 45.4 0.0 0.545 TL 9.19 PV 3.1 Pipe: 11 -34.1 1.408 PL 11.33 PF 0.9 13 10.6 5.6 37.1 34.1 7.0 120 FTG PE 0.0 14 10.6 5.6 38.0 34.5 0.083 TL 11.33 PV 0.3 ~ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 08/14/2005 RESMEZZA.SDF JOB TITLE: RESEARCH CENTER POINTE MEZZ. , CARLSBAD .20/1500 SQ FT PIPE DATA {cont.) PIPE TAG Q{GPM) DIA ( IN} LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL{FPS) HW (C). {FT) SUM. NODES (FT) (K) {PSI) (GPM) F .L./FT (PSI) Pipe: 12 -68.6 1.639 PL 11.33 PF 1.6 14 10.6 5.6 38.0 34.5 10.4 120 FTG PE 0.0 15 10.6 5.6 39.7 35.3 0.145 TL 11.33 PV 0.7 Pipe: 13 -103.9 1.639 PL 5.67 PF 4.5 15 10.6 5.6 39.7 35.3 15.8 120 FTG T PE 0.0 16 10.6 0.0 44.2 0.0 0.312 TL 14.40 PV 1.7 Pipe: RISER3 -103.9 1.639 PL 0.46 PF 2.9 16 10.6 0.0 44.2 0.0 15.8 120 FTG T PE 0.2 C 10.1 0.0 47.2 0.0 0.312 TL 9.19 PV 1. 7 Pipe: 14 -139.6 2.703 PL 11.00 PF 0.5 A 10.1 0.0 44.8 0 .. 0 7.8 120 FTG PE 0.0 B 10.1 0.0 45.4 0.0 0.047 TL 11.00 PV 0.4 Pipe: 15 -280.1 2.703 PL 11.00 PF 1.9 B 10.1 0.0 45.4 0.0 15.7 120 FTG PE -0. 0 C 10.1 0.0 47.2 0.0 0.171 TL 11.00 PV 1. 7 Pipe: 16 -384.0 2.703 PL 11.00 PF 3.4 C 10.1 0.0 47.2 0.0 21.5 120 FTG PE 0.0 D 10.1 0.0 50.6 0.0 0.307 TL 11.00 PV 3.1 Pipe: 17 -384.0 2.703 PL 9.50 PF 2.9 D 10.1 0.0 50.6 0.0 21.5 120 FTG PE 0.0 E 10.1 0.0 53.5 0.0 0.307 TL 9.50 PV 3.1 Pipe: 18 -384.0 2.703 PL 8.00 PF 2.5 E 10.1 0.0 53.5 0.0 21.5 120 FTG PE 0.0 F 10.1 0.0 56.0 0.0 0.307 TL 8.00 PV 3.1 Pipe: 19 -384.0 2.703 PL 46.00 PF 17.9 F 10.1 0.0 56.0 0.0 21 .. 5 120 FTG 2L PE 0 .0 17 10.1 0.0 73.9 0.0 0.307 TL 58.43 PV 3.1 Pipe: 20 -384.0 3.314 PL 17.79 PF 6.2 17 10.1 0.0 73.9 0.0 14.3 120 FTG T2L PE -6.7 18 25.5 0.0 73.4 0.0 0.114 TL 54.19 PV 1.4 Pipe: EXIST-1 -384.0 6.357 PL 201.21 PF 1.1 18 25.5 0.0 73.4 0.0 3.9 120 FTG 2L PE 0.0 19 25.5 0.0 74.4 0.0 0.005 TL 223.84 PV 0.1 Pipe:. EXIST-2 -384.0 8.249 PL 139.58 PF 0.2 19 25.5 0.0 74.4 0.0 2.3 120 FTG 2L PE 0.5 TOR 24.4 0.0 75.1 0.0 0.001 TL 168.49 PV 0.0 Pipe: EXIST-3 -384.0 8.249 PL 22.38 PF 0.1 TOR 24.4 0.0 75.1 0.0 2.3 120 FTG GA PE 9.7 HEADER 2.0 0.0 84.9 0.0 0.001 TL 65.75 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 08/14/2005 RESMEZZA.SDF JOB TITLE: RESEARCH CENTER POINTE MEZZ., CARLSBAD .20/1500 SQ FT PIPE DATA {cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT} SUM. NODES (FT) (K) (PSI) (GPM) F .L. /FT (PSI) Pipe: EXIST-4 -384.1 8.249 PL 1.50 PF 0.0 HEADER 2.0 0.0 84.9 0.0 2.3 120 FTG PE 0.6 BOR 0.5 0.0 85.6 0.0 0.001 TL 1.50 PV 0.0 Pipe: UG-LEAD -384.0 10.400 PL 125.33 PF 0.1 BOR 0.5 0.0 85.6 0.0 1.5 140 FTG 4L PE 0.2 DCKl 0.0 0.0 85.9 0.0 0.000 TL 229.33 PV 0.0 Pipe: DB-CK-VA FIXED PRESSURE LOSS DEVICE DCK2 0.0 0.0 89.9 0.0 4.0 psi, 384.0 gpm DCKl 0.0 0.0 85.9 0.0 Pipe: UG -384.0 10.400 PL 29.00 PF 0.1 DCK2 o.o 0.0 89.9 0.0 1.5 140 FTG T2LG PE 0.0 FLOWTEST 0.0 SRCE 89.9 (N/A) 0.000 TL 169.00 PV 0.0 NOTES: (1) Calculations were performed by the HASS 6.5.0 computer program under license no. 38101012 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.022 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 21.5 ft/sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: D Diameter (in) 10.400 PAGE: * Diameter (in) MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 35.00 80.00 26.00 88.00 30.00 8.00 80.00 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv N NPTee ... SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 08/14/2005 RESMEZZA.SDF JOB TITLE: RESEARCH CENTER POINTE MEZZ . I CARLSBAD .20/1500 SQ FT 1.080 2.30 5.76 2.30 5.76 6.91 1.15 11.52 11.52 5.76 1.408 3.31 6.62 2.21 7.72 6.62 1.10 11.03 11.03 6.62 1.639 4.36 8.73 2.18 9.82 6. 54. 1.09 10.91 10.91 8.73 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 3.314 10.19 21.84 7.28 23.29 14.56 1.46 18.93 14.56 21.84 6.357 17.60 37.72 11.32 40.23 12.57 3.77 35.21 23.89 37.72 8.249 20.02 38.92 14.46 50.04 13.35 4.45 38.92 30.03 38.92 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 Date: 08/14/2005 RESMEZZA.SDF JOB TITLE: RESEARCH CENTER POINTE MEZZ., CARLSBAD .20/1500 SQ FT WATER SUPPLY CURVE p R E s s u R E ( p s I ) 108*\\\\ \\\\ 0\\\\ \\\\ 99+ \\\\ \\\\ \\\\ \\\\ 90+ X \\\\ 81+ 72+ 63+ 54+ 45+ 36+ 27+ 18+ 9+ ---=========================== LEGEND X = Required Water Supply 89.94 psi@ 634.0 gpm 0 = Available Water Supply 103.60 psi@ 634.0 gpm ft " " " " " " " \\\\ * <-85.0 psi@ 1550 gpm Flow Test Point O++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 08/14/2005 RESMEZZA JOB TITLE: RESEARCH CENTER POINTE MEZZ., CARLSBAD .20/1500 SQ FT WATER SUPPLY CURVE /"\. •rt l/l Cl. '-I' w a :::::) (f) U) w a a. w (.!) <C (.!) 120.0 100.0 80.0 60.0 40.0 20.0 0.0 WATER SUPPLY ANALYSIS Static: 108.00 psi Resid: 85.00 psi Flow: 1550.0 gpm 1 2 -14.7 -----------------------------------400600 800 1000 1200 1400 1600 1800 2000 FLOW <GPM) LEGEND Available pressure 103.60 psi ~ 634.0 gpm Required pressure 89. 94 psi ~ 634. 0 gpm