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HomeMy WebLinkAbout3446 HARDING ST; ; AS140032; Permit10/14/21, 12:52 PM AS140032 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140032 Status: APPROVED Applied 2/25/2014 Approved: 2/26/2014 Issued: 2/26/2014 Inspector: Job Address: 3446 HARDING ST Permit Type: SPRINK Parcel No: 2041912500 Lot #: 0 Reference No.: PC #: Project Title: JACINTO RESIDENCE NEW RESIDENCE-PROVIDE NEW FIRE SPRINKLER SYSTEM PER NFPA 13D 2010 EDITION. TWO-STORY LIVING 2,223 SF, GARAGE 462 SF. Applicant: MCMAHON FIRE PROTECTION P.O. BOX 27116 SAN DIEGO, CA 92198 619-992-3034 Owner: JACINTO PAUL&ELIZABETH 3484 HARDING ST CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 470 0 470 0 1/1 McMahon Fire Protection P0 Box 27116 SAN DIEGO,CA 92198 HYDRAULIC CALCULATIONS FOR Jacinto Residence 3446 Harding Street Carlsbad, CA 92008 AFILE NUMBER: Jacintores DATE: JAN 28, 2014 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R3 DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 2-Sprinklers COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.1 gpm TOTAL WATER REQUIRED (including hose): 31.1 gpm FLOW AND PRESSURE (@ BOR): ' 26.1 gpm @ 25.4 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: McMahon Fire Protection DESIGN/LAYOUT BY: T. McMahon AUTHORITY HAVING JURISDICTION: Carlsbad Fire CONTRACTOR CERTIFICATION NUMBER: C-16 884732 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255) HRS'SYSTEMS, INC. A5140032 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE 1/28/2014 H:\2013\JACINTORES.SDF JOB TITLE: Jacinto Residence - 2-Sprinkler Calc WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 67.5 20.0 1100.0 67.4 31.1 52.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 52.6 31.1 2 0.0 - - - - 45.3 - - - 3 0.0 - - - - 41.3 - - - 3A 0.0 HOSE STREAM 38.7 5.0 4 0.0 - - - - 36.8 - - - 5 0.0 - - - - 28.8 - - - 6 0.0 - - - - 27.8 7 0.0 - - - - 25.4 - - - 8 10.0 - - - - 17.5 9 10.0 - - - - 15.2 10 10.0 - - - - 14.2 - - - 11 10.0 - - - - 14.0 - - - 12 10.0 - - - - 13.8 13 10.0 - - - - 13.7 14 20.0 - - - - 8.9 - - - 15 20.0 - - - - 8.9 16 20.0 - - - - 8.7 - - - 17 20.0 - - - - 8.7 18 20.0 - - - - 7.3 Si 20.0 K= 4.90 7.1 13.1 S2 20.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/28/2014 H:\2013\JACINTORES.SDF JOB rITLE: Jacinto Residence 2-Sprinkler Calc PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) FIW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.1 0.995 PL 20.00 PF 7.3 1 0.0 SRCE 52.6 (N/A) 12.8 150 FTG ETG PE 0.0 2 0.0 0.0 45.3 0.0 0.252 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 45.3 0.0 4.0 psi, 31.0 gpm 3 0.0 0.0 41.3 0.0 Pipe: 3 31.1 1.025 FL 2.00 PF 2.6 3 0.0 0.0 41.3 0.0 12.1 150 FTG 10.0 FE 0.0 3A 0.0 H.S. 38.7 5.0 0.218 TL 12.00 PV Pipe: 3A 26.1 1.025 FL 2.00 PF 1.9 3A 0.0 H.S. 38.7 5.0 10.1 120 FTG 6.0 FE 0.0 4 0.0 0.0 36.8 0.0 0.238 TL 8.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 0.0 0.0 36.8 0.0 8.0 psi, 26.0 gpm 5 0.0 0.0 28.8 0.0 Pipe: 5 26.1 1.380 FL 16.00 PF 1.0 5 0.0 0.0 28.8 0.0 5.6 150 FTG 12.0 FE 0.0 6 0.0 0.0 27.8 0.0 0.037 TL 28.00 PV Pipe: 6 26.1 1.025 PL 5.00 PF 2.4 6 0.0 0.0 27.8 0.0 10.1 150 FTG 10.0 FE 0.0 7 0.0 0.0 25.4 0.0 0.157 TL 15.00 PV Pipe: 7 26.1 1.101 PL 10.00 PF 3.6 7 0.0 0.0 25.4 0.0 8.8 150 FTG 22.0 FE -4.3 8 10.0 0.0 17.5 0.0 0.111 TL 32.00 PV Pipe: 8 26.1 1.101 FL 6.00 FE' 2.3 8 10.0 0.0 17.5 0.0 8.8 150 FTG 15.0 FE 0.0 9 10.0 0.0 15.2 0.0 0.111 TL 21.00 PV Pipe: 9 17.5 1.101 FL 13.00 FE' 1.0 9 10.0 0.0 15.2 0.0 5.9 150 FTG 6.0 PE 0.0 10 10.0 0.0 14.2 0.0 0.053 TL 19.00 PV Pipe: 10 3.8 1.101 FL 42.00 PF 0.2 10 10.0 0.0 14.2 0.0 1.3 150 FTG 10.0 FE 0.0 11 10.0 0.0 14.0 0.0 0.003 TL 52.00 PV Pipe: 11 -8.6 1.101 FL 68.00 FE' 1.2 11 10.0 0.0 14.0 0.0 2.9 150 FTG 14.0 PE 0.0 9 10.0 0.0 15.2 0.0 0.014 TL 82.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE,: 1/28/2014 H:\2013\JACINTORES.SDF JOB TITLE: Jacinto Residence - 2-Sprinkler Caic PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 13.7 1.101 PL 3.00 PF 0.4 10 10.0 0.0 14.2 0.0 4.6 150 FTG 10.0 PE 0.0 12 10.0 0.0 13.8 0.0 0.034 TL 13.00 PV Pipe: 13 12.4 1.101 PL 3.00 PF 0.4 11 10.0 0.0 14.0 0.0 4.2 150 FTG 10.0 PE 0.0 13 10.0 0.0 13.7 0.0 0.028 TL 13.00 PV Pipe: 14 13.7 1.101 PL 10.00 PF 0.5 12 10.0 0.0 13.8 0.0 4.6 150 FTG 5.0 PE -4.3 14 20.0 0.0 8.9 0.0 0.034 TL 15.00 PV Pipe: 15 12.4 1.101 PL 10.00 PF 0.4 13 10.0 0.0 13.7 0.0 4.2 150 FTG 5.0 PE -4.3 15 20.0 0.0 8.9 0.0 0.028 TL 15.00 PV Pipe: 16 13.7 1.101 PL 2.00 PF 0.2 14 20.0 0.0 8.9 0.0 4.6 150 FTG 5.0 PE 0.0 16 20.0 0.0 8.7 0.0 0.034 TL 7.00 PV Pipe: 17 12.4 1.101 PL 3.00 PF 0.2 15 20.0 0.0 8.9 0.0 4.2 150 FTG 5.0 PE 0.0 17 20.0 0.0 8.7 0.0 0.028 TL 8.00 PV Pipe: 18 -0.9 1.101 PL 40.00 PF 0.0 16 20.0 0.0 8.7 0.0 0.3 150 FTG 12.0 PE 0.0 17 20.0 0.0 8.7 0.0 0.000 TL 52.00 PV Pipe: 19 11.5 1.101 PL 46.00 PF 1.4 17 20.0 0.0 8.7 0.0 3.9 150 FTG 12.0 PE 0.0 18 20.0 0.0 7.3 0.0 0.024 TL 58.00 PV Pipe: 20 -14.6 1.101 PL 26.00 FE' 1.4 18 20.0 0.0 7.3 0.0 4.9 150 FTG 11.0 FE 0.0 16 20.0 0.0 8.7 0.0 0.038 TL 37.00 PV Pipe: 21 13.1 1.101 FL 4.00 FE' 0.2 18 20.0 0.0 7.3 0.0 4.4 150 FTG 2.0 PE 0.0 Si 20.0 49 7.1 13.1 0.031 TL 6.00 PV Pipe: 22 13.0 1.101 PL 6.00 FE 0.2 18 20.0 0.0 7.3 0.0 4.4 150 FTG 2.0 PE 0.0 S2 20.0 4.9 7.0 13.0 0.031 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE,: 1/28/2014 H:\2013\JACINTORES.SDF 'JOB TITLE: Jacinto Residence - 2-Sprinkler Caic NOTES (HASS) Calculations were performed by the MASS 8.4 computer program under license no. 27091255 granted by MRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.114 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions i s 67.41 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AimChk DPVlv NPTee 1.025 1.79 4.47 1.79 4.47 5.36 0.89 8.93 8.93 4.47 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/28/2014 I-J:\2013\JACINTORES.SDF JOB TITLE: Jacinto Residence - 2-Sprinkler Caic PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45-Eli TeeRun Coupig SwgChk GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L Ht,TC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Coupig SwgChk GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 E Q. Q W tyl oluO W U) .- (fl-4Q(D WC') )Q W Q.'2) 4)(/)t 0 WH -HWE Ou)oa) ri .Q Q. a)Ø4) CD 4Z U) w ..-i. .-' .-C')O> OCOU) F- 0. Cr N W(N 0 0 CD U) C) a) E-' '0 / 21 /4- U) / (0 0. o ' (94i —CO o -I o0 4) >i: 0 a) 0 (N a) 0 c -d 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE.: 1/28/2014 H:\2013\JACINTORES.SDF JOB TITLE: Jacinto Residence - 2-Sprinkler Caic 0 0 0 (N / I / / / I" / / / / / 0 0 0 0 0 0 0 0 CD '—I 0 0 0 0 0 0 0 0 0 CD N W in C') (N (i(9r) z)U)(fl ri] -0U)-d---- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 1/28/2014 H:\2013\JACINTORES.SDF JOB TITLE: Jacinto Residence - 2-Sprinkler Calc WATER SUPPLY CURVE 72+ 0 66\ 60+ \ I \ \ \ 54+ X \ I \ I \ P48+ \ R \ E I \ S I \ S 42+ \ U I \ R I \ E \ 36+ \ ( I \ P I S I \ I 30+ ) \ \ 24+ \ I \ \ I * <-20.0 psi @ 1100 gpm 18+ Flow Test Point 12+ LEGEND if 'I I X = Required Water Supply I 52.62 psi @ 31.1 gpm 6+ I 0 = Available Water Supply I 67.44 psi @31.lgpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)