The URL can be used to link to this page

Home My WebLink About580 CARMEL RENOVATION Sprinkler occ. Frontier Fire Protection 3520 Bellinger Road Martinsville,IN 46151 HYDRAULIC CALCULATIONS FOR 580 CARMEL OFFICE 580 CARMEL DRIVE CARMEL, Indiana OCCUPANCY CLASSIFICATION: LIGHT Hazard DENSITY: .10 gpm/ 1,008 sq. ft. COVERAGE PER SPRINKLER: 144 sq. ft. TYPE OF SPRINKLERS CALCULATED: QR pendent NUMBER OF SPRINKLERS CALCULATED: 7 HOSE-STREAM DEMAND: 100 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 213.5 gpm FLOW AND PRESSURE (AT BASE OF RISER): 113.5 gpm @ 39.1 psi TYPE OF SYSTEM: wet pipe WATER SUPPLY Source: Test By: Carmel Water Dept. on 5.1.2019 Static: 50 psi Residual: 39 psi Flow: 1,088 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 5/1/2019ASSCALCS\FRONTIER FIRE PROTECTION\580 CARMEL RENOVATION.SDFJOB TITLE: 580 Carmel Renov. .10 gpm. / 1008 sq.ft. WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 50.0 39.0 1088.0 49.5 213.5 39.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 213.5 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPMOTHER HOSE STREAM ALLOWANCES 0.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 113.5 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 41.6 K= 5.60 7.0 14.82 41.6 - - - - 7.5 - - -3 41.6 K= 5.60 7.4 15.24 41.6 - - - - 8.1 - - -5 41.6 K= 5.60 8.0 15.96 41.6 - - - - 8.9 - - -7 41.6 K= 5.60 10.1 17.88 41.6 - - - - 11.0 - - -9 41.6 - - - - 14.9 - - -10 41.6 - - - - 16.2 - - -11 41.6 K= 5.60 8.1 15.912 41.6 - - - - 8.9 - - -13 41.6 K= 5.60 8.8 16.614 41.6 - - - - 9.6 - - -15 41.6 K= 5.60 9.5 17.316 41.6 - - - - 10.5 - - -17 41.6 - - - - 15.5 - - -18 41.6 - - - - 16.3 - - -19 41.6 - - - - 17.2 - - -STP1 41.6 - - - - 18.1 - - -STP2 9.0 - - - - 32.4 - - -TASR 9.0 - - - - 32.6 - - -BKFL1 4.0 - - - - 34.8 - - -BKFL2 4.0 - - - - 37.8 - - -UG1 1.0 - - - - 39.1 - - -SOURCE 0.0 SOURCE 39.6 113.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 5/1/2019ASSCALCS\FRONTIER FIRE PROTECTION\580 CARMEL RENOVATION.SDFJOB TITLE: 580 Carmel Renov. .10 gpm. / 1008 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) FL/FT (PSI) Pipe: 1 -14.8 1.049 PL 3.00 PF 0.51 41.6 5.6 7.0 14.8 5.5 120 FTG 2E PE 0.02 41.6 0.0 7.5 0.0 0.075 TL 7.00 PV Pipe: 2 -14.8 1.049 PL 7.83 PF 0.62 41.6 0.0 7.5 0.0 5.5 120 FTG ---- PE 0.04 41.6 0.0 8.1 0.0 0.075 TL 7.83 PV Pipe: 3 -15.2 1.049 PL 1.88 PF 0.73 41.6 5.6 7.4 15.2 5.7 120 FTG ET PE 0.04 41.6 0.0 8.1 0.0 0.079 TL 8.88 PV Pipe: 4 -30.1 1.380 PL 10.88 PF 0.84 41.6 0.0 8.1 0.0 6.4 120 FTG ---- PE 0.06 41.6 0.0 8.9 0.0 0.073 TL 10.88 PV Pipe: 5 -15.9 1.049 PL 3.21 PF 0.95 41.6 5.6 8.0 15.9 5.9 120 FTG ET PE 0.06 41.6 0.0 8.9 0.0 0.085 TL 10.21 PV Pipe: 6 -45.9 1.380 PL 13.38 PF 2.16 41.6 0.0 8.9 0.0 9.9 120 FTG ---- PE 0.08 41.6 0.0 11.0 0.0 0.159 TL 13.38 PV Pipe: 7 -17.8 1.049 PL 1.83 PF 0.97 41.6 5.6 10.1 17.8 6.6 120 FTG ET PE 0.08 41.6 0.0 11.0 0.0 0.105 TL 8.83 PV Pipe: 8 -63.7 1.380 PL 13.38 PF 3.98 41.6 0.0 11.0 0.0 13.7 120 FTG ---- PE 0.09 41.6 0.0 14.9 0.0 0.292 TL 13.38 PV Pipe: 9 -63.7 1.610 PL 1.33 PF 1.39 41.6 0.0 14.9 0.0 10.0 120 FTG T PE 0.010 41.6 0.0 16.2 0.0 0.138 TL 9.33 PV Pipe: 10 -15.9 1.049 PL 3.00 PF 0.911 41.6 5.6 8.1 15.9 5.9 120 FTG ET PE 0.012 41.6 0.0 8.9 0.0 0.085 TL 10.00 PV Pipe: 11 -15.9 1.049 PL 7.83 PF 0.712 41.6 0.0 8.9 0.0 5.9 120 FTG ---- PE 0.014 41.6 0.0 9.6 0.0 0.085 TL 7.83 PV Pipe: 12 -16.6 1.049 PL 1.88 PF 0.813 41.6 5.6 8.8 16.6 6.2 120 FTG ET PE 0.014 41.6 0.0 9.6 0.0 0.092 TL 8.88 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 5/1/2019ASSCALCS\FRONTIER FIRE PROTECTION\580 CARMEL RENOVATION.SDFJOB TITLE: 580 Carmel Renov. .10 gpm. / 1008 sq.ft. 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 -32.5 1.380 PL 10.88 PF 0.914 41.6 0.0 9.6 0.0 7.0 120 FTG ---- PE 0.016 41.6 0.0 10.5 0.0 0.084 TL 10.88 PV Pipe: 14 -17.3 1.049 PL 3.25 PF 1.015 41.6 5.6 9.5 17.3 6.4 120 FTG ET PE 0.016 41.6 0.0 10.5 0.0 0.099 TL 10.25 PV Pipe: 15 -49.8 1.380 PL 26.75 PF 4.916 41.6 0.0 10.5 0.0 10.7 120 FTG ---- PE 0.017 41.6 0.0 15.5 0.0 0.185 TL 26.75 PV Pipe: 16 -49.8 1.610 PL 1.33 PF 0.817 41.6 0.0 15.5 0.0 7.8 120 FTG T PE 0.018 41.6 0.0 16.3 0.0 0.087 TL 9.33 PV Pipe: 17 -63.7 3.260 PL 12.50 PF 0.110 41.6 0.0 16.2 0.0 2.4 120 FTG ---- PE 0.018 41.6 0.0 16.3 0.0 0.004 TL 12.50 PV Pipe: 18 -113.5 3.260 PL 34.50 PF 0.918 41.6 0.0 16.3 0.0 4.4 120 FTG 2ET PE 0.019 41.6 0.0 17.2 0.0 0.013 TL 73.47 PV Pipe: 19 -113.5 3.260 PL 40.50 PF 0.919 41.6 0.0 17.2 0.0 4.4 120 FTG 3E PE 0.0STP1 41.6 0.0 18.1 0.0 0.013 TL 68.72 PV Pipe: 20 -113.5 4.260 PL 32.58 PF 0.2STP1 41.6 0.0 18.1 0.0 2.6 120 FTG T PE 14.1STP2 9.0 0.0 32.4 0.0 0.004 TL 58.91 PV Pipe: 21 -113.5 4.260 PL 41.00 PF 0.2STP2 9.0 0.0 32.4 0.0 2.6 120 FTG E PE 0.0TASR 9.0 0.0 32.6 0.0 0.004 TL 54.17 PV Pipe: 22 -113.5 4.260 PL 5.00 PF 0.0TASR 9.0 0.0 32.6 0.0 2.6 120 FTG ---- PE 2.2BKFL1 4.0 0.0 34.8 0.0 0.004 TL 5.00 PV Pipe: 23 FIXED PRESSURE LOSS DEVICEBKFL2 4.0 0.0 37.8 0.0 3.0 psi, 113.5 gpmBKFL1 4.0 0.0 34.8 0.0 Pipe: 24 -113.5 4.260 PL 3.00 PF 0.0BKFL2 4.0 0.0 37.8 0.0 2.6 120 FTG ---- PE 1.3UG1 1.0 0.0 39.1 0.0 0.004 TL 3.00 PV Pipe: 25 -113.5 6.400 PL 15.00 PF 0.0UG1 1.0 0.0 39.1 0.0 1.1 140 FTG ETG PE 0.4SOURCE 0.0 SRCE 39.6 (N/A) 0.000 TL 96.22 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 5/1/2019ASSCALCS\FRONTIER FIRE PROTECTION\580 CARMEL RENOVATION.SDFJOB TITLE: 580 Carmel Renov. .10 gpm. / 1008 sq.ft. NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 27061875 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.055 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.7 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 49.32 psi with a flow of 241.37 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 6.400 18.19 38.98 11.69 41.58 12.99 3.90 36.38 36.38 38.98 PAGE: A MATERIAL: S40 HWC: 120Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 5/1/2019ASSCALCS\FRONTIER FIRE PROTECTION\580 CARMEL RENOVATION.SDFJOB TITLE: 580 Carmel Renov. .10 gpm. / 1008 sq.ft. WATER SUPPLY ANALYSISStatic: 50.00 psi Resid: 39.00 psi Flow: 1088.0 gpm-14.70.010.020.030.040.050.060.0400600800100012001400160018002000FLOW (GPM)Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the sourceGAUGE PRESSURE (psi)A121A2ABLEGENDC1Available pressure49.46 psi @ 213.5 gpm2Required pressure 39.59 psi @ 213.5 gpm1AAvail. OnSite Demand Press.49.46 psi @ 113.5 gpm2AReq. OnSite Demand Press.39.59 psi @ 113.5 gpmA. Source Supply CurveB. System Demand CurveC. Available at Source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7DATE: 5/1/2019ASSCALCS\FRONTIER FIRE PROTECTION\580 CARMEL RENOVATION.SDFJOB TITLE: 580 Carmel Renov. .10 gpm. / 1008 sq.ft. WATER SUPPLY CURVE 60+ | | | 55+ | | | 50*0\ | \\ | \\ | \\\ 45+ \\ | \\ | \\\ | \\ P 40+X \\ R | * <-39.0 psi @ 1088 gpm E | Flow Test Point S | S 35+ U | R | E | 30+ ( | P | S | I 25+ ) | | | 20+ | | | 15+ | | |============================== 10+ LEGEND " | " | X = Required Water Supply " | 39.59 psi @ 213.5 gpm " 5+ " | 0 = Available Water Supply " | 49.46 psi @ 213.5 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)