The URL can be used to link to this page

Home My WebLink About1695 FARADAY AVE; ; AS050118; PermitCity of Carlsbad Sprinkler Permit Permit No: AS050118 Job Address: 1695 FARADAY AV Permit Type: SPRINK Parcel No: 2121303400 Lot #: 0 Reference No.: Status: ISSUED Applied 5/20/2005 Approved: 5/27/2005 Issued: 5/27/2005 PC #: Inspector: Project Title: SMAC FIRE SPRINKLER PLAN CHECK & INSPECTIONS Applicant: Owner: SYSTEM MACHINES AUTOMATION COMPONENTS CORP C/OS MAC 5807 VAN ALLEN WAY CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 115 0 115 0 Aooug WEST COAST FIRE PROTECTION 271 ROYMAR ROAD SUITE F OCEANSIDE,CA 92054 HYDRAULIC CALCULATIONS FOR SMAC - MEZZANINE #1 CALC. @ .40/ENTIRE AREA 764SF FILE NUMBER: 05-63 DATE: MAY 19, 2005 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: EXTRA HAZARD .40 gpm/sq. ft. (ENTIRE AREA) sq. ft. 764 sq. ft. 12 sprinklers 495.2 gpm TOTAL WATER REQUIRED (including hose): 995.3 gpm FLOW AND PRESSURE (@ BOR): 995.3 gpm @ 79.9 psi SPRINKLER ORIFICE SIZE: L/O inch NAME OF CONTRACTOR: WEST COAST FIRE PROTECTION DESIGN/LAYOUT BY: JERMEIA}I BALCH AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C16-763542 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/19/2005 C:\HASS76\SMAC-MEZZ1.SDF JOB TITLE: SMAC - MEZZ. #1 CALC @ .40/FULL AREA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) BR 96.0 93.7 1691.2 95.1 995.3 79.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 995.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 400.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 495.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.7 K=11.20 8.1 31.9 2 8.7 K=11.20 8.5 32.7 3 8.7 K=11.20 9.9 35.2 4 8.7 K=11.20 13.4 40.9 5 8.7 K=11.20 18.6 48.2 6 8.7 K=11.20 29.9 61.2 7 8.7 - - - - 42.6 - - - 8 27.5 - - - - 53.8 9 8.7 K=11.20 7.8 31.2 10 8.7 K=11.20 8.2 32.0 11 8.7 K=11.20 9.5 34.5 12 8.7 K=11.20 12.8 40.1 13 8.7 K=11.20 17.8 47.3 14 8.7 K=11.20 28.7 60.0 15 8.7 ---- 40.9 16 27.5 - - - - 54.4 - - - A 27.5 - - - - 62.5 - - - B 27.5 - - - - 62.7 C 25.8 - - - - 68.7 - - - D 25.8 - - - - 68.7 - - - E 25.8 - - - - 68.8 - - - TR 25.8 HOSE STREAM 68.9 100.0 BR 0.5 SOURCE 79.9 595.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/19/2005 C:\HASS76\SMAC-MEZZ1..SDF JOB TITLE: SMAC - MEZZ. #1 CALC @ .40/FULL AREA 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 -31.9 1.639 FL 12.00 PF 0.4 1 8.7 11.2 8.1 31.9 4.8 120 FTG ---- FE 0.0 2 8.7 11.2 8.5 32.7 0.035 TL 12.00 PV Pipe: 2 -64.6 1.639 FL 10.50 PF 1.4 2 8.7 11.2 8.5 32.7 9.8 120 FTG ---- FE 0.0 3 8.7 11.2 9.9 35.2 0.129 TL 10.50 PV Pipe: 3 -99.8 1.639 FL 12.00 PF 3.5 3 8.7 11.2 9.9 35.2 15.2 120 FTG FE 0.0 4 8.7 11.2 13.4 40.9 0.290 TL 12.00 PV Pipe: 4 -140.7 1.639 FL 9.50 FE' 5.2 4 8.7 11.2 13.4 40.9 21.4 120 FTG ---- FE 0.0 5 8.7 11.2 18.6 48.2 0.547 TL 9.50 PV Pipe: 5 -189.0 1.639 PL 12.00 PF 11.3 5 8.7 11.2 18.6 48.2 28.7 120 FTG ---- FE 0.0 6 8.7 11.2 29.9 61.2 0.944 TL 12.00 PV Pipe: 6 -250.2 1.639 FL 8.00 PF 12.7 6 8.7 11.2 29.9 61.2 38.0 120 FTG ---- FE 0.0 7 8.7 0.0 42.6 0.0 1.587 TL 8.00 PV Pipe: 7 -250.2 2.104 FL 19.50 FE' 19.4 7 8.7 0.0 42.6 0.0 23.1 120 FTG 2ET FE -8.2 8 27.5 0.0 53.8 0.0 0.470 TL 41.30 PV Pipe: 8 -31.2 1.639 FL 12.00 PF 0.4 9 8.7 11.2 7.8 31.2 4.7 120 FTG ---- FE 0.0 10 8.7 11.2 8.2 32.0 0.034 TL 12.00 PV Pipe: 9 -63.2 1.639 PL 10.50 PF 1.3 10 8.7 11.2 8.2 32.0 9.6 120 FTG ---- FE 0.0 11 8.7 11.2 9.5 34.5 0.124 TL 10.50 PV Pipe: 10 -97.7 1.639 FL 12.00 PF 3.3 11 8.7 11.2 9.5 34.5 14.9 120 FTG ---- FE 0.0 12 8.7 11.2 12.8 40.1 0.278 TL 12.00 PV Pipe: 11 -137.8 1.639 FL 9.50 PF 5.0 12 8.7 11.2 12.8 40.1 20.9 120 FTG ---- FE 0.0 13 8.7 11.2 17.8 47.3 0.526 TL 9.50 PV Pipe: 12 -185.0 1.639 FL 12.00 PF 10.9 13 8.7 11.2 17.8 47.3 28.1 120 FTG ---- PE 0.0 14 8.7 11.2 28.7 60.0 0.908 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/19/2005 C:\HASS76\SMAC-MEZZ1.SDF JOB TITLE: SMAC - MEZZ. #1 CALC @ .40/FULL AREA 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: 13 -245.0 1.639 FL 8.00 PF 12.2 14 8.7 11.2 28.7 60.0 37.3 120 FTG ---- FE 0.0 15 8.7 0.0 40.9 0.0 1.526 TL 8.00 PV Pipe: 14 -245.0 2.104 FL 26.00 PF 21.6 15 8.7 0.0 40.9 0.0 22.6 120 FTG 2ET FE -8.2 16 27.5 0.0 54.4 0.0 0.452 TL 47.80 PV Pipe: 15 -250.2 2.703 FL 62.25 PF 8.6 8 27.5 0.0 53.8 0.0 14.0 120 FTG ---- FE 0.0 A 27.5 0.0 62.5 0.0 0.139 TL 62.25 PV Pipe: 16 -245.0 2.703 FL 62.25 PF 8.3 16 27.5 0.0 54.4 0.0 13.7 120 FTG ---- FE 0.0 B 27.5 0.0 62.7 0.0 0.134 PL 62.25 PV Pipe: 17 -250.2 2.703 FL 1.75 FE' 5.4 A 27.5 0.0 62.5 0.0 14.0 120 FTG 2T FE 0.8 C 25.8 0.0 68.7 0.0 0.139 TL 39.05 PV Pipe: 18 -245.0 2.703 FL 1.75 PF 5.2 B 27.5 0.0 62.7 0.0 13.7 120 FTG 2T FE 0.8 D 25.8 0.0 68.7 0.0 0.134 TL 39.05 PV Pipe: 19 -250.2 8.249 FL 12.00 PF 0.0 C 25.8 0.0 68.7 0.0 1.5 120 FTG ---- FE 0.0 D 25.8 0.0 68.7 0.0 0.001 TL 12.00 PV Pipe: 20 -495.2 8.249 FL 22.00 PF 0.1 D 25.8 0.0 68.7 0.0 3.0 120 FTG T FE 0.0 E 25.8 0.0 68.8 0.0 0.002 TL 63,11 PV Pipe: 21 -495.2 8.249 FL 28.00 FE' 0.1 E 25.8 0.0 68.8 0.0 3.0 120 FTG E FE 0.0 TR 25.8 H.S. 68.9 100.0 0.002 TL 49.14 PV Pipe: 22 -595.3 8.249 PL 26.00 PF 0.1 TR 25.8 H.S. 68.9 100.0 3.6 120 FTG G FE 10.9 BR 0.5 SRCE 79,9 (N/A) 0.003 TL 30.70 PV NOTES: (1) Calculations were performed by the HASS 7.6 computer program under license no. 27081246 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/19/2005 C:\HASS76\SMAC-MEZZ1.SDF JOB TITLE: SMAC - MEZZ. #1 CALC @ .40/FULL AREA The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.098 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 38.0 ft/sec at pipe 6. 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 Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.639 4.36 8.73 2.18 9.82 6.54 1.09 10.91 10.91 8.73 2.104 5.45 10.90 3.27 11.99 6.54 1.09 10.90 10.90 10.90 2.703 9.33 18.65 6.22 21.76 10,88 1.55 15.54 15.54 18.65 8.249 21.14 41.11 15.27 52.85 14.09 4.70 36.41 36.41 41.11 0 C" 0 0 cx H 0 0 '—I 0 0 0 -4 I f 0 0 '0 0 0 IV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/19/2005 C:\HASS76\SMAC-MEZZ1.SDF JOB TITLE: SMAC — MEZZ. #1 CALC @ .40/FULL AREA mi o 0 0 0 0 0 0 0 0 0 0 0 0 0 C', 0 00 W H -4 00rx QiCrU)U)1x1 -QD).-1-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 5/19/2005 C:\HASS76\SMAC-MEZZ1.SDF JOB TITLE: SMAC - MEZZ. #1 CALC @ .40/FULL AREA WATER SUPPLY CURVE 93.7 psi @ 1691 gpm-> * I Flow Test Point 88+ 80+ X 72+ P64+ R I E I S S 56+ U I RI E I 48+ ( I P I S I I 40+ ) I 32+ 24+ 16+ LEGEND ft I Vt I X = Required Water Supply 79.94 psi @ 995.3 gpm 8+ 0 = Available Water Supply " 95.14 psi @ 995.3 gpm 0++-+----+-----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)