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Home My WebLink About1280 HOOVER ST; ; AS030142; Permit12/18/25, 1:53 PM Job Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: about blank Fees ($) 190 AS030142 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS030142 1280 HOOVER ST Status: ISSUED SPRINK Applied 8/7/2003 2061502100 Approved: 8/11/2003 0 Issued: 8/11/2003 Inspector: PATEL RESIDENCE RESIDENTIAL SPRINKLER PLANCHECK Add'I Fees($) 0 Owner: Total($) 190 Balance($) 0 1 /1 PARSLEY CONSULTING ENGINEERS 350 W. 9th AVENUE, SUITE L ESCONDIDO, CA 92025 HYDRAULIC CALCULATIONS FOR Patel Residence 1280 Hoover Street Carlsbad, California Living Room 16' Spacing FILE NUMBER: PATEL RESIDENCE.sdf DATE: JUL 15, 2003 -DESIGN DATA- Total Square Footage of Dwelling: Maximum Sprinkler Spacing Minimum Flow at Each Sprinkler: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: FLOW AND PRESSURE (@SOURCE): 6,727 square feet 16 feet 16 gpm 2 sprinklers 32.0 gpm 32.0 gpm@ 56.0 psi SPRINKLER ORIFICE SIZE: 7/16 NAME OF CONTRACTOR: Standard Life Safety, Inc. DESIGN/LAYOUT BY: Parsley Consulting Enginers AUTHORITY HAVING JURISDICTION: Carlsbad Fire Department NOTE: Pipe numbers with"+" indicated length of equivalent tees on run included into pipe length, instead of fitting length. CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 50110279 HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/15/2003 C:\HASS74\FILES\PATEL RESIDENCE.SDF JOB TITLE: Patel Residence, Living Room 16' Spacing WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SOURCE 80.0 79.0 100.0 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 ELEVATION (FT) NODE TYPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SOURCE 21. 0 21. 0 21. 0 21. 0 21. 0 21. 0 21. 0 21. 0 11. 0 11. 0 11. 0 11. 0 7.0 0.0 0.0 0.0 0.0 K= 4.20 K"" 4.20 SOURCE AVAIL. TOTAL PRESS. @ DEMAND (PSI) (GPM) 79.9 32.0 32.0 GPM 0.0 GPM 0.0 GPM 32.0 GPM PRESSURE DISCHARGE (PSI) (GPM) 14.6 16.0 15.3 --- 14.5 16.0 15.3 19.7 --- 20.2 --- 16.3 --- 16.5 --- 21. 3 --- 25.6 --- 26. 4 --- 32.1 --- 34.8 --- 38.8 --- 43.0 --- 47.2 --- 56.0 32.0 REQ'D PRESS. (PSI) 56.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/15/2003 C:\HASS74\FILES\PATEL RESIDENCE.SDF JOB TITLE: Patel Residence, Living Room 16' Spacing 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) FL/FT (PSI) Pipe: 1 -16.0 1.101 PL 5.00 PF 0.7 1 21. 0 4. 2 14.6 16.0 5.4 150 FTG ET PE 0.0 2 21. 0 0. 0 15.3 0.0 0.045 TL 15.00 PV Pipe: 2 -16.0 1.101 PL 8.00 PF 0.8 3 21. 0 4.2 14.5 16.0 5.4 150 FTG ET PE 0. 0 4 21. 0 0.0 15.3 0.0 0.045 TL 18.00 PV Pipe: 3 -3.7 1.101 PL 16.00 PF 0.1 2 21. 0 0.0 15.3 0.0 1. 3 150 FTG 2R PE 0.0 4 21. 0 0.0 15.3 0.0 0.003 TL 18.00 PV Pipe: 4 -12.3 1.101 PL 24.00 PF 1.0 2 21. 0 0.0 15.3 0.0 4.1 150 FTG 2T2R PE 0.0 7 21. 0 0.0 16.3 0.0 0.028 TL 36.00 PV Pipe: 5 -12.3 1.101 PL 4.00 PF 0.2 7 21. 0 0. 0 16.3 0.0 4.1 150 FTG E PE 0.0 8 21. 0 0. 0 16.5 0.0 0.028 TL 9.00 PV Pipe: 6 -19.7 1.101 PL 49.00 PF 4.4 4 21. 0 0.0 15.3 0.0 6.7 150 FTG ET7R PE 0.0 5 21. 0 0.0 19.7 0.0 0.066 TL 66.00 PV Pipe: 7 -19.7 1.101 PL 3.00 PF 0.5 5 21. 0 0.0 19.7 0.0 6.7 150 FTG E PE 0.0 6 21. 0 0.0 20.2 0.0 0.066 TL 8.00 PV Pipe: 8 -12.3 1.101 PL 10.00 PF 0.4 8 21. 0 0.0 16.5 0.0 4.1 150 FTG E PE 4.3 9 11. 0 0.0 21. 3 0.0 0.028 TL 15.00 PV Pipe: 9+ -12.3 1.101 PL 152.00 PF 5.2 9 11. 0 0.0 21. 3 0.0 4. 1 150 FTG 2E5T PE 0.0 11 11. 0 0.0 26.4 0.0 0.028 TL 187.00 PV Pipe: 10 -19.7 1.101 PL 10.00 PF 1.0 6 21. 0 0.0 20.2 0.0 6.7 150 FTG T PE 4.3 10 11. 0 0.0 25.6 0.0 0.066 TL 15.00 PV Pipe: 11 -19.7 1.101 PL 7.00 PF 0.9 10 11. 0 0.0 25.6 0.0 6.7 150 FTG TR PE 0.0 11 11. 0 0.0 26.4 0.0 0.066 TL 13.00 PV Pipe: 12 -32.0 1.101 PL 24.00 PF 5.7 11 11. 0 0.0 26.4 0.0 10.8 150 FTG 2ER PE 0.0 12 11. 0 0.0 32.1 0.0 0.163 TL 35.00 PV Pipe: 13 -32.0 1. 394 PL 4.00 PF 0.9 12 11. 0 0.0 32.1 0.0 6.7 150 FTG 3RC PE 1. 7 13 7.0 0.0 34.8 0.0 0.052 TL 18.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 7/15/2003 C:\HASS74\FILES\PATEL Page 4 RESIDENCE.SDF JOB TITLE: Patel Residence, Living Room 16' Spacing PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL (FPS) HW (C) (FT) NODES (FT) (K) (PSI) (GPM) FL/FT SUM. (PSI) 13 14 14 15 Pipe: 14 7.0 0.0 Pipe: 15 0.0 0.0 0.0 0.0 0.0 0.0 34.8 38.8 38.8 43.0 -32.0 0.0 8.2 0.0 -32.0 0.0 5.2 0.0 1.265 PL 7.00 PF 150 FTG E PE 0.083 TL 11.50 PV 1.590 PL 150.00 PF 150 FTG E PE 0.027 TL 156.00 PV 16 15 Pipe: 16 0.0 0.0 0.0 0.0 47.2 43.0 0.0 0.0 FIXED PRESSURE LOSS DEVICE 4.2 psi, 32.0 gpm Pipe: 17 -32.0 1.025 PL 30.00 PF 16 0.0 0.0 47.2 0.0 12.5 150 FTG TG PE SOURCE 0.0 SRCE 56.0 (N/A) 0.230 TL 38.00 PV NOTES: (1) Calculations were performed by the HASS 7.5 computer program under license no. 50110279 granted by HRS Systems, Inc. 4792 Lavista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.010 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.5 ft/sec at pipe 17. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: C MATERIAL: C-900 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G R Ell Tee LngEll ChkVlv BfyVlv GatVlv TeeRun 1. 590 6.00 6.00 1.00 43.00 23.00 4.00 1.00 1.0 3.0 4.2 0.0 8.8 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/15/2003 C:\HASS74\FILES\PATEL RESIDENCE.SDF JOB TITLE: Patel Residence, Living Room 16' Spacing PAGE: L MATERIAL: CT-L HWC: 150 Diameter (in) 1.025 1.265 PAGE: Z Diameter (in) 1.101 1. 394 E Ell 3.00 4.50 Equivalent Fitting Lengths in Feet T F R C S G Tee 45-Ell TeeRun Couplg SwgChk GatVlv 7.50 1.50 3.00 0.50 4.50 0.50 9.00 1.50 3.00 0.50 5.50 0.50 MATERIAL: CPVC-C HWC: 150 Equivalent Fitting Lengths in Feet E T L R B G C Ell Tee 45-Ell TeeRun Btrfly Gate Check 5.00 5.00 1.50 1.00 0.00 1.50 7.50 6.00 6.00 2.00 1.00 0.00 1.50 11. 00 D 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/15/2003 C:\HASS74\FILES\PATEL RESIDENCE.SDF JOB TITLE: Patel Residence, Living Room 16' Spacing WATER SUPPLY ANALYSIS Static: 80.00 psi Resid: 79.00 psi Flow: 100.0 gpm 100.0 G A U 60. 0 G 2 » E p R E 40.0 20.0 s s u R O. 0B E -14. 7 p s i 20(300 400 500 600 700 FLOW (GPM) 800 900 1 %1 2 ~ LEGEND Available pressure 79.88 psi@ 32.0 gpm Required pressure 55.96 psi@ 32.0 gpm A. Source Supply Curve B. System Demand Curve 1000