Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
FIR2020-0070+Calculations+7.21.2020_1.38.29_PM
Hydraulic Calculations FOR: Kentner Residence 806 Cary Road Edmons, WA Design Data: Occupancy Classification: Ligbt .Hazard Standard: NFPA 13D Density: 0.05 gpm/SF or per MFG listing Area of application: Exercise Room upper noor Coverage of sprinklers: 16'x16' Max. Number of sprinklers calculated: (2) Heads Total Sprinkler Water Flow Demand at BOR: 26.3 gpm @ 42.3 PSI FIow & Pressure Available at B.O.R: 26.3 gpm @ 98.8 PSI Sprinkler make & model: Viking model VK494 Residential Concealed Sprinkler Thread: %Z" NPT Sprinkler "K" Factor: 4.9 Design Layout: D.F. Date: July 1.7, 2020 C�wwaxawraasawaaaaawaaaasasaaR WASNIM(iTOq +,{TAT* 1 1 (CERTIFICATE OF COMrETEMOY { FIRE /ROTECTMA xPRMIKLER irsTE" i Khosrow (David) Farahanl Szzs 1 7325-0195-C Level ■ Nor -Tech Fire Protection, Inc. NORTEFP061 PSp i 1 1 lrtl � �gnat+e* 141i7fl1 i ttarawaaaaaaasaawr.rasaaraaaaa� SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 07/17/1999 KENTENER.SDF JOB TITLE: Dan & Tressa Kentner Residence 806 Cary Rd Edmonds, WA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CC 110.0 20.0 1000.0 109.9 26.3 53.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 201 30.0 K= 4.90 7.0 13.0 202 30.0 K= 4.90 7.3 13.2 203 30.0 - - - _ 8.0 -- - - 200 30.0 - - - - 10.2 - - - 100 19.5 - - - - 17.4 - - - 101 19.5 - - - - 20.7 - - - 000 9.5 - - - - 26.7 - - - TOR 9.5 - - - - 28.6 - - - FSO 6.0 - - - - 30.4 - - - F S I 6.0 -- -- - 33.4 - -- BFO 2.0 - - - - 35.4 - - - BFI 2.0 - - - - 41.4 - - - BOR 1.0 - - - - 42.3�/ - - - UGE -3.0 - - - - 44.2 - - - WMO -3.0 - - - - 45.1 - - - WMI -3.0 - - - - 50.1 - - - CC 1.0 SOURCE 53.4 26.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 07/17/1999 KENTENER.SDF JOB TITLE: Dan & Tressa Kentner Residence 806 Cary Rd Edmonds, WA 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) F.L./FT (PSI) Pipe: 1 -13.0 1.101 PL 8.25 PF 0.3 201 30.0 4.9 7.0 13.0 4.4 150 FTG ---- PE 0.0 202 30.0 4.9 7.3 13.2 0.031 TL 8.25 PV 0.1 Pipe: 2 -26.2 1.101 PL 1.50 PF 0.7 202 30.0 4.9 7.3 13.2 8.8 150 FTG T PE 0.0 203 30.0 0.0 8.0 0.0 0.112 TL 6.50 PV 0.5 Pipe: 3 -26.2 1.101 PL 14.83 PF 2.2 203 30.0 0.0 8.0 0.0 8.8 150 FTG T PE 0.0 200 30.0 0.0 10.2 0.0 0.112 TL 19.83 PV 0.5 Pipe: 4 -26.2 1.101 PL 12.79 PF 2.6 200 30.0 0.0 10.2 0.0 8.8 150 FTG ET PE 4.5 100 19.5 0.0 17.4 0.0 0.112 TL 22.79 PV 0.5 Pipe: 5 -26.2 1.101 PL 19.45 PF 3.3 100 19.5 0.0 17.4 0.0 8.8 150 FTG ET PE 0.0 101 19.5 0.0 20.7 0.0 0.112 TL 29.45 PV 0.5 Pipe: 6 -26.2 1.101 PL 10.00 PF 1.7 101 19.5 0.0 20.7 0.0 8.8 150 FTG T PE 4.3 000 9.5 0.0 26.7 0.0 0.112 TL 15.00 PV 0.5 Pipe: 7 -26.2 1.101 PL 6.83 PF 1.9 000 9.5 0.0 26.7 0.0 8.8 150 FTG 2E PE 0.0 TOR 9.5 0.0 28.6 0.0 0.112 TL 16.83 PV 0.5 Pipe: 8 -26.2 1.101 PL 3.00 PF 0.3 TOR 9.5 0.0 28.6 0.0 8.8 150 FTG ---- PE 1.5 FSO 6.0 0.0 30.4 0.0 0.112 TL 3.00 PV 0.5 Pipe: 9 FIXED PRESSURE LOSS DEVICE FSI 6.0 0.0 33.4 0.0 3.0 psi, 26.2 gpm FSO 6.0 0.0 30.4 0.0 Pipe: 10 -26.2 1.101 PL 2.00 PF 0.2 FSi 6.0 0.0 33.4 0.0 8.8 150 FTG ---- PE 1.7 BFO 2.0 0.0 35.4 0.0 0.112 TL 2.00 PV 0.5 Pipe: 11 FIXED PRESSURE LOSS DEVICE BFI 2.0 0.0 41.4 0.0 6.0 psi, 26.2 gpm BFO 2.0 0.0 35.4 0.0 Pipe: 12 -26.2 1.101 PL 4.00 PF 0.4 BFI 2.0 0.0 41.4 0.0 8.8 150 FTG ---- PE 0.4 BOR 1.0 0.0 42.3 0.0 0.112 TL 4.00 PV 0.5 Pipe: 13 -26.2 1.598 PL 4.50 PF 0.2 BQR 1.0 0.0 42.3 0.0 4.2 150 FTG E PE 1.7 UGE -3.0 0.0 44.2 0.0 0.018 TL 11.50 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 07/17/1999 KENTENER.SDF JOB TITLE: Dan & Tressa Kentner Residence 806 Cary Rd Edmonds, WA PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -26.2 1.610 PL 50.00 PF 0.9 UGE -3.0 0.0 44.2 0.0 4.1 150 FTG ---- PE 0.0 WMO -3.0 0.0 45.1 0.0 0.018 TL 50.00 PV 0.1 Pipe: 15 FIXED PRESSURE LOSS DEVICE WMI -3.0 0.0 50.1 0.0 5.0 psi, 26.2 gpm WMO -3.0 0.0 45.1 0.0 Pipe: 16 -26.3 0.995 PL 20.00 PF 5.1 WMI --3.0 0.0 50.1 0.0 10.8 150 FTG ETG PE -1.7 CC 1.0 SRCE 53.4 (N/A) 0.184 TL 27.50 PV 0.8 NOTES: (1) Calculations were performed by the HASS 6.4.0 computer program under license no. 4 C1324A granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been balanced to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.144 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 10.8 Et/sec at pipe 16. (4) PIPE FITTINGS TABLE Pipe Table Name: CUSTOM.PIP PAGE: A MATERIAL: 40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPVly -------------------------------------------------------- NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet ( in) E T R C B G A D Ell Tee T-RUN SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 07/17/1999 KENTENER.SDF JOB TITLE: Dan & Tressa Kentner Residence 806 Cary Rd Edmonds, WA 1.101 5.00 5.00 1.00 5.00 6.00 1.00 10.00 10.00 1.598 7.00 8.00 1.00 9.00 6.00 1.00 10.00 10.00 PAGE: K. MATERIAL: CT-K HWC: 150 Diameter Equivalent Fatting Lengths in Feet (in) E T F R C S G N Ell Tee 45--Ell TeeRun Couplg SwgChk GatVly NPTee 0.995 2.50 4.50 1.00 0.50 0.50 4.50 0.50 4.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 07/17/1999 KENTENER.SDF JOB TITLE: Dan & Tressa Kentner Residence 806 Cary Rd Edmonds, WA WATER SUPPLY CURVE 120+ 110*0\ 100+ \\ \ 90+ \\ \ P 80r \\ R \\ E \\ S \ S 70+ \\ U \\ R \\ E \\ 60+ \ P \\ S X \\ I 50+ \\ 40+ \\ \ 30+ \\ 20+ LEGEND " 20.0 psi @ 1000 gpm-> Flow Test Point X = Required Water Supply 53.44 psi @ 26.3 gpm " 10+ n 0 = Available Water Supply " 109.89 psi @ 26.3 gpm 0++-+---+----+-----+------+--------+---------+---------+------------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM)