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3003 W CASINO RD BLDG 40-54 2024-10-24
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3003 W CASINO RD BLDG 40-54 2024-10-24
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Last modified
10/24/2024 11:30:27 AM
Creation date
7/24/2024 10:15:59 AM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
BLDG 40-54
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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 <br /> DATE: 12/4/202354 RACKS\4 CALCULATIONS\HYDRAULIC CALCIS\INDOOR RACK.2.SDF <br /> JOB TITLE: Boeing 40-54 Indoor Single Row Racks <br /> PIPE DATA <br /> PIPE TAG Q (GPM) DIA(IN) LENGTH PRESS. <br /> END ELEV. NOZ. PT DISC. VEL (FPS) HW(C) (FT) SUM. <br /> NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) <br /> Pipe: 1 -121.0 3.068 PL 3.50 PF 0.1 <br /> 1 15.5 25.2 23.1 121.0 5.3 120 FTG ---- PE 0.0 <br /> 2 15.5 25.2 23.1 121.2 0.020 TL 3.50 PV <br /> Pipe: 2 -242.2 3.068 PL 3.50 PF 0.2 <br /> 2 15.5 25.2 23.1 121.2 10.5 120 FTG ---- PE 0.0 <br /> 3 15.5 25.2 23.4 121.8 0.071 TL 3.50 PV <br /> Pipe: 3 -364.0 3.068 PL 3.50 PF 0.5 <br /> 3 15.5 25.2 23.4 121.8 15.8 120 FTG ---- PE 0.0 <br /> 4 15.5 25.2 23. 9 123.2 0.150 TL 3.50 PV <br /> Pipe: 4 -487.2 3.068 PL 67.75 PF 21.3 <br /> 4 15.5 25.2 23. 9 123.2 21.1 120 FTG T PE 0.0 <br /> 5 15.5 0.0 45.2 0.0 0.257 TL 82.75 PV <br /> Pipe: 5 -487.2 4.026 PL 40.50 PF 2.8 <br /> 5 15.5 0.0 45.2 0.0 12.3 120 FTG ---- PE 0.0 <br /> 6 15.5 0.0 47. 9 0.0 0.068 TL 40.50 PV <br /> Pipe: 6 -487.2 4.026 PL 37.50 PF 7.2 <br /> 6 15.5 0.0 47. 9 0.0 12.3 120 FTG T6LB PE 4.1 <br /> POC 6.0 0.0 59.3 0.0 0.068 TL 105.50 PV <br /> Pipe: 20 -487.2 6.357 PL 0.75 PF 0.0 <br /> POC 6.0 0.0 59.3 0.0 4. 9 120 FTG ---- PE 0.3 <br /> AV2 5.3 0.0 59. 6 0.0 0.007 TL 0.75 PV <br /> Pipe: 21 487.2 6.357 PL 27.00 PF 0.2 <br /> AV1 4.0 0.0 60.3 0.0 4. 9 120 FTG ---- PE -0.5 <br /> AV2 5.3 0.0 59. 6 0.0 0.007 TL 27.00 PV <br /> Pipe: 30 -487.2 6.357 PL 3.50 PF 0.0 <br /> AV1 4.0 0.0 60.3 0.0 4. 9 120 FTG ---- PE 1.5 <br /> BOR 0.5 SRCE 61. 9 (N/A) 0.007 TL 3.50 PV <br /> NOTES (HASS) : <br /> (1) Calculations were performed by the HASS 2023 D computer program <br /> in accordance with (2020) <br /> under license no. 65689119 granted by <br /> HRS Systems, Inc. <br /> 208 Southside Square <br /> Petersburg, TN 37144 <br /> (931) 659-9760 <br /> (2) The system has been calculated to provide an average <br /> imbalance at each node of 0.013 gpm and a maximum <br /> imbalance at any node of 0.118 gpm. <br />
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