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HomeMy WebLinkAbout3430 HARDING ST; ; AS160009; Permit10/14/21, 12:39 PM AS160009 Permit Data City of Carlsbad Sprinkler Permit Job Address: 3430 HARDING ST Permit Type: SPRINK Parcel No: 2041912400 Lot #: 0 Permit No: AS160009 Status: ISSUED Applied 1/13/2016 Approved: 1/13/2016 Reference No.: Issued: 1/13/2016 PC #: Inspector: Project Title: JACINTO RESIDENCE NEW FIRE SPRINKLER SYSTEM PER NFPA 13D, 2013 EDITION 0 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 ($) Add'I Fees ($) Total Balance($) 483 0 483 0 1/1 CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A. TO BE COMPLETED BY CUSTOMER PROJECT NAME: 3430 Harding SR#: (Assigned upon plan submittal) PROJECT ADDRESS: 3430 Harding CITY: Carlsbad PHONE: ( ) McMahon Fire Protection FAX NUMBER: Largest Building (ft.2): Sprinkled? Construction SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Chestnut Ave east of Harding St TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 79 PSI Hydrant Number (if applicable): H61206 Elevation of test: 73 Feet Date/Time of Test 1: Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 3.425 GPM Residual Pressure 30 PSI At peak demand . this water system is capable of providing a fire flow discharge @ 20 psi in excess of 3,425 GPM, but exceeds the maximum velocity 15 fps. Therefore, the maximum available fire flow at this location is 3,425 GPM. Test to be performed as close as possible to the time the most conservative flows and pressures are expected. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:___________________________________ Title/Orgect1ager Date: 12/22/2015 AS 1 60009 3430 HARDING ST 3430 Harding St - Fire Flow Availability JUNCTION (MOTYPE) Active 0 Domain o Inactive 99 IH612O6 I TANK (MOTYPE) Active Tank Domain Tank Inactive Tank Active Reservoir Domain Reservoir j Inactive Reservoir PIPE (MOTYPE) ' Active Pipe fr' Domain Pipe ? Inactive Pipe P' Active Check Valve ' Domain Check Valve p' Inactive Check Valve \ PUMP (MOTYPE) ' Active P' Domain Inactive VALVE (MOTYPE) P Active P' Domain ft' Inactive \ \J hydrants 0 tran Road 1 Prepared By: By: Jennifer R. Mael, P.E. - Misison Consulting Services Date: Monday, December 21, 2015 G McMahon Fire Protection 46 P0 Box 27116 San Diego Ca. 92198 HYDRAULIC CALCULATIONS FOR Jacinto residence: 2nd dwelling unit 3430 Harding st Carlsbad Ca. 92008 FILE NUMBER: 2015 DATE: January 3, 2016 -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: 2nd dwelling unit TOTAL SPRINKLER WATER FLOW REQUIRED: 26 gpm TOTAL WATER REQUIRED (including hose): 31 gpm FLOW AND PRESSURE (@ BOR): 26gpm @ 25.9 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: McMahon fire Protection DESIGN/LAYOUT BY: T. McMahon AUTHORITY HAVING JURISDICTION: City Of Carlsbad CONTRACTOR CERTIFICATION NUMBER: 884732 C-16 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. AS 160009 3430 HARDING ST SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: IW3/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING 2ND CALC.SDF JOB TITLE: Jacinto residence harding st smaller unit 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 71.1 30.0 1100.0 71.0 31.2 60.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 58.0 SOURCE 60.5 31.2 2 60.0 - - - - 49.7 - - - 3 60.0 - - - - 45.7 - - - 4 60.0 - - - - 45.3 - - - 5 60.0 - - - - 32.3 - - - 6 60.0 - - - - 29.6 - - - 7 62.0 HOSE STREAM 28.3 5.0 8 66.0 - - - - 25.9 - - - 9 69.0 - - - - 23.0 - - - 10 72.0 - - - - 21.4 - - - 11 72.0 - - - - 17.7 - - - 12 82.0 - - - - 12.2 - - - 13 82.0 - - - - 7.8 - - - Si 82.0 K= 4.90 7.2 13.2 S2 82.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1413/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING 2ND CALC.SDF JOB TITLE: Jacinto residence harding St smaller unit 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 31.2 0.995 PL 30.00 PF 9.9 1 58.0 SRCE 60.5 (N/A) 12.9 150 FTG ETG PE -0.9 2 60.0 0.0 49.7 0.0 0.253 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 60.0 0.0 49.7 0.0 4.0 psi, 31.1 gpm 3 60.0 0.0 45.7 0.0 Pipe: 3 31.2 1.025 PL 2.00 PF 0.4 3 60.0 0.0 45.7 0.0 12.1 150 FTG ---- PE 0.0 4 60.0 0.0 45.3 0.0 0.219 TL 2.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 60.0 0.0 45.3 0.0 13.0 psi, 31.1 gpm 5 60.0 0.0 32.3 0.0 Pipe: 5 31.2 1.380 PL 30.00 PF 2.7 5 60.0 0.0 32.3 0.0 6.7 150 FTG 5E PE 0.0 6 60.0 0.0 29.6 0.0 0.051 TL 52.67 PV Pipe: 6 31.2 1.025 PL 2.00 PF 0.4 6 60.0 0.0 29.6 0.0 12.1 150 FTG ---- PE -0.9 7 62.0 H.S. 28.3 5.0 0.219 TL 2.00 PV Pipe: 7 26.2 1.025 PL 4.00 PF 0.6 7 62.0 H.S. 28.3 5.0 10.2 150 FTG ---- PE -1.7 8 66.0 0.0 25.9 0.0 0.158 TL 4.00 PV Pipe: 8 26.2 1.025 PL 3.00 PF 1.6 8 66.0 0.0 25.9 0.0 10.2 150 FTG C PE -1.3 9 69.0 0.0 23.0 0.0 0.158 TL 10.00 PV Pipe: 9 26.2 1.101 PL 3.00 PF 0.3 9 69.0 0.0 23.0 0.0 8.8 150 FTG ---- PE -1.3 10 72.0 0.0 21.4 0.0 0.112 TL 3.00 PV Pipe: 10 26.2 1.101 PL 20.00 PF 3.7 10 72.0 0.0 21.4 0.0 8.8 150 FTG 3E2T PE 0.0 11 72.0 0.0 17.7 0.0 0.112 TL 33.00 PV Pipe: 11 26.2 1.101 PL 10.00 PF 1.2 11 72.0 0.0 17.7 0.0 8.8 150 FTG E PE -4.3 12 82.0 0.0 12.2 0.0 0.112 TL 11.00 PV Pipe: 12 26.2 1.101 PL 18.00 PF 4.3 12 82.0 0.0 12.2 0.0 8.8 120 FTG 3E PE 0.0 13 82.0 0.0 7.8 0.0 0.169 TL 25.59 PV Pipe: 13 13.2 1.101 PL 4.00 PF 0.6 13 82.0 0.0 7.8 0.0 4.4 120 FTG ET PE 0.0 Si 82.0 4.9 7.2 13.2 0.047 TL 12.86 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1./3/2016 C:\PROGRAN FILES\HASSDATA\JACINTO RES HARDING 2ND CALC.SDF JOB TITLE: Jacinto residence harding St smaller unit 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: 14 13.0 1.101 PL 12.00 PF 0.8 13 82.0 0.0 7.8 0.0 4.4 120 FTG 2E PE 0.0 S2 82.0 4.9 7.0 13.0 0.046 TL 17.06 PV NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 27091255 granted by HRS 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 0.010 gpm and a maximum imbalance at any node of 0.128 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 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 is 71.03 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 Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 PAGE: A 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 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 113/2016 C:\PROGRAN FILES\HASSDATA\JACINTO RES HARDING 2ND CALC.SDF JOB TITLE: Jacinto residence harding st smaller unit PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L T R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Kouplg ChkVlv 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 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Eli TeeRun Kouplg ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 0 0 0 0 C C C) C CO N LU 0 0 C (Y) 0 0 c c C') 0 0 11 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 113/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING 2ND CALC.SDF JOB TITLE: Jacinto residence harding St smaller unit E 04 a w b'ou 0) c\J 4c'J>O (0. :i •.—cc: wm (0(n)Q.E 41) 0) Qc0) 4)U)0 0. WH HWE 0 U) OOQ) z ° (U -1 U) _-1.0. 10 -1 0> U) U) N (U• 0'. F-1 / ( / / / / / / / / / / / / / / / / / 0 0 0 H H 0 H iii U) 04 0 0 () -r-1 U, a) U) 04 NO H H a4 4J C,) '/Al 7A1 I I I I NI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE:L/3/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING 2ND CALC.SDF JOB TITLE: Jacinto residence harding St smaller unit WATER SUPPLY CURVE 72+ 0 \ 66+ \ I \ I \ 60X \ I \ \ \ 54+ \ \ I \ I \ P 48+ \ R I \ E I \ S I \ S 42+ \ U I \ R I \ E I \ 36+ \ I \ P I \ S I \ I 30+ * <-30.0 psi @ 1100 gpm I Flow Test Point 24+ 18+ 12+ LEGEND if I, X = Required Water Supply 60.49 psi @ 31.2 gpm 6+ I 0 = Available Water Supply I 71.04 psi @ 31.2 gpm 0++-+---+----+-----+ ------+--------+ --------+ ---------+ -----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) MMahon Fire Protection P0 Box 27116 San Diego Ca. 92198 HYDRAULIC CALCULATIONS FOR Jacinto Residence: Larger unit 3430 Harding St Carlsbad Ca. 92008 FILE NUMBER: 2015 DATE: January 3, 2016 -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: Master Bedroom TOTAL SPRINKLER WATER FLOW REQUIRED: 26 gpm TOTAL WATER REQUIRED (including hose) : 31 gpm FLOW AND PRESSURE (@ BOR) : 26 gpm @ 24.5 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: McMahon fire Protection DESIGN/LAYOUT BY: T. McMahon AUTHORITY HAVING JURISDICTION: City of Carlsbad CONTRACTOR CERTIFICATION NUMBER: 884732 C-16 CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1J3/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING #2.SDF JOB TITLE: Jacinto Residence 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 71.1 30.0 1100.0 71.0 31.0 55.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 58.0 SOURCE 55.3 31.0 2 60.0 - - - - 44.6 - - - 3 60.0 - - - - 40.6 - - - 4 60.0 - - - - 40.2 - - - 5 60.0 - - - - 27.2 - - - 6 60.0 - - - - 24.5 - - - 7 62.0 HOSE STREAM 23.2 5.0 8 66.0 - - - - 20.9 9 69.0 - - - - 18.0 - - - 10 72.0 - - - - 16.4 - - - 11 72.0 - - - - 14.0 - - - 12 72.0 - - - - 13.5 - - - 13 72.0 - - - - 13.4 - - - 14 72.0 - - - - 13.3 - - - 15 72.0 - - - - 13.1 - - - 16 82.0 - - - - 8.6 - - - 17 82.0 - - - - 8.5 - - - 18 82.0 - - - - 7.3 - - - 19 82.0 - - - - 7.2 - - - 51 82.0 K= 4.90 7.0 13.0 S2 82.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: /3/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING #2.SDF JOB TITLE: Jacinto Residence 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 31.0 0.995 PL 30.00 PF 9.8 1 58.0 SRCE 55.3 (N/A) 12.8 150 FTG ETG PE -0.9 2 60.0 0.0 44.6 0.0 0.251 TL 39.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 60.0 0.0 44.6 0.0 4.0 psi, 31.0 gpm 3 60.0 0.0 40.6 0.0 Pipe: 3 31.0 1.025 PL 2.00 PF 0.4 3 60.0 0.0 40.6 0.0 12.1 150 FTG ---- PE 0.0 4 60.0 0.0 40.2 0.0 0.217 TL 2.00 PV Pipe: 4 FIXED PRESSURE LOSS DEVICE 4 60.0 0.0 40.2 0.0 13.0 psi, 31.0 gpm 5 60.0 0.0 27.2 0.0 Pipe: 5 31.0 1.380 PL 30.00 PF 2.7 5 60.0 0.0 27.2 0.0 6.7 150 FTG SE PE 0.0 6 60.0 0.0 24.5 0.0 0.051 TL 52.67 PV Pipe: 6 31.0 1.025 PL 2.00 PF 0.4 6 60.0 0.0 24.5 0.0 12.1 150 FTG ---- PE -0.9 7 62.0 H.S. 23.2 5.0 0.217 TL 2.00 PV Pipe: 7 26.0 1.025 PL 4.00 PF 0.6 7 62.0 H.S. 23.2 5.0 10.1 150 FTG ---- PE -1.7 8 66.0 0.0 20.9 0.0 0.157 TL 4.00 PV Pipe: 8 26.0 1.025 PL 3.00 PF 1.6 8 66.0 0.0 20.9 0.0 10.1 150 FTG C PE -1.3 9 69.0 0.0 18.0 0.0 0.157 TL 10.00 PV Pipe: 9 26.0 1.101 PL 3.00 PF 0.3 9 69.0 0.0 18.0 0.0 8.8 150 FTG ---- PE -1.3 10 72.0 0.0 16.4 0.0 0.111 TL 3.00 PV Pipe: 10 26.0 1.101 PL 15.00 PF 2.3 10 72.0 0.0 16.4 0.0 8.8 150 FTG ET PE 0.0 11 72.0 0.0 14.0 0.0 0.111 TL 21.00 PV Pipe: 11 17.8 1.101 PL 9.00 PF 0.5 11 72.0 0.0 14.0 0.0 6.0 150 FTG ---- PE 0.0 12 72.0 0.0 13.5 0.0 0.055 TL 9.00 PV Pipe: 12 4.1 1.101 PL 30.00 PF 0.1 12 72.0 0.0 13.5 0.0 1.4 150 FTG E PE 0.0 13 72.0 0.0 13.4 0.0 0.004 TL 31.00 PV Pipe: 13 -8.2 1.101 PL 44.00 PF 0.6 13 72.0 0.0 13.4 0.0 2.8 150 FTG 3E PE 0.0 11 72.0 0.0 14.0 0.0 0.013 TL 47.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/3/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING #2.SDF JOB TITLE: Jacinto Residence 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: 14 13.7 1.101 PL 2.00 PF 0.3 12 72.0 0.0 13.5 0.0 4.6 150 FTG ET PE 0.0 14 72.0 0.0 13.3 0.0 0.034 TL 8.00 PV Pipe: 15 12.3 1.101 PL 2.00 PF 0.3 13 72.0 0.0 13.4 0.0 4.1 150 FTG 2T PE 0.0 15 72.0 0.0 13.1 0.0 0.028 TL 12.00 PV Pipe: 16 13.7 1.101 PL 10.00 PF 0.4 14 72.0 0.0 13.3 0.0 4.6 150 FTG E PE -4.3 16 82.0 0.0 8.6 0.0 0.034 TL 11.00 PV Pipe: 17 12.3 1.101 PL 10.00 PF 0.3 15 72.0 0.0 13.1 0.0 4.1 150 FTG E PE -4.3 17 82.0 0.0 8.5 0.0 0.028 TL 11.00 PV Pipe: 18 3.3 1.101 PL 34.00 PF 0.1 16 82.0 0.0 8.6 0.0 1.1 150 FTG E2T PE 0.0 17 82.0 0.0 8.5 0.0 0.002 TL 45.00 PV Pipe: 19 15.6 1.101 PL 17.00 PF 1.2 17 82.0 0.0 8.5 0.0 5.3 150 FTG E2T PE 0.0 18 82.0 0.0 7.3 0.0 0.043 TL 28.00 PV Pipe: 20 2.6 1.101 PL 6.00 PF 0.0 18 82.0 0.0 7.3 0.0 0.9 150 FTG E PE 0.0 19 82.0 0.0 7.2 0.0 0.002 TL 7.00 PV Pipe: 21 -10.4 1.101 PL 32.00 PF 1.3 19 82.0 0.0 7.2 0.0 3.5 120 FTG 2ET PE 0.0 16 82.0 0.0 8.6 0.0 0.031 TL 43.39 PV Pipe: 22 13.0 1.101 PL 2.00 PF 0.2 18 82.0 0.0 7.3 0.0 4.4 120 FTG E PE 0.0 51 82.0 4.9 7.0 13.0 0.046 TL 4.53 PV Pipe: 23 13.0 1.101 PL 2.00 PF 0.2 19 82.0 0.0 7.2 0.0 4.4 120 FTG E PE 0.0 S2 82.0 4.9 7.0 13.0 0.046 TL 4.53 PV NOTES (HASS) Calculations were performed by the HASS 8.5 computer program under license no. 27091255 granted by HRS 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 0.001 gpm and a maximum imbalance at any node of 0.012 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/3/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING #2.SDF JOB TITLE: Jacinto Residence 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 is 71.02 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 C A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 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 DPVlv 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 T R K C G 45 El Tee RunT Kplg ChkVlv Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C C N Eli Tee 45-Ell TeeRun Koupig ChkVlv 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 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C C N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/3/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING #2.SDF JO TITLE: Jacinto Residence E Wo o.00 I-I W O l4 C) (0 • i •-lc U).-1 (J)r-1 Qfl Wc') u) (y) QE 1-1 W W Q') c( 42)U) 04 W•H -HW -l(fl Z Q 04 .l-44J (U I-i0 U) H -H0( 0>, 0 -HO r) (U. lJ'• >,-.( Win N C4 inm / / / / / / / / / / / / / / / / / / ('4 0 0 0 0 aD r- tlo U) 0 0 0 0 0 • . . 0 0 0 0 0 • ('•) ('.1 0x1U)U)N —QU)-H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: •1/3/2016 C:\PROGRAM FILES\HASSDATA\JACINTO RES HARDING #2.SDF JOB TITLE: Jacinto Residence WATER SUPPLY CURVE 72+ 0 \ 66+ \ I \ I \ I \ 60+ \ \ I \ x \ 54+ \ \ I \ I \ P 48+ \ R I \ E I \ S I \ S 42+ \ U I \ R I \ E I \ 36+ \ I \ P I \ S I \ I 30+ * <-30.0 psi @ 1100 gpm I Flow Test Point 24+ 18+ 12+ LEGEND if I X = Required Water Supply I 55.29 psi @ 31.0 gpm 6+ I 0 = Available Water Supply I 71.04 psi @ 31.0 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)