3322 BROADWAY COMPASS HEALTH 2025-10-03

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/20/2024LE\HYDRAULIC CALCULATIONS\HASS FILES\NC24103 STANDPIPE.SDF JOB TITLE: STANDPIPE 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: 1 250.0 4.298 PL 1.00 PF 0.0 H2 125.3 H.S. 100.4 250.0 5.5 120 FTG ---- PE -0.4 Hl 126.3 H.S. 100.0 250.0 0.014 TL 1.00 PV Pipe: 31 500.0 4.298 PL 11.00 PF 0.6 399 114.3 0.0 105.8 0.0 11.1 120 FTG ---- PE -4.8 H2 125.3 H.S. 100.4 250.0 0.052 TL 11.00 PV Pipe: 32 500.0 4.298 PL 16.08 PF 2.5 96 98.2 0.0 115.3 0.0 11.1 120 FTG T PE -7.0 399 114.3 0.0 105.8 0.0 0.052 TL 47.98 PV Pipe: 33 500.0 4.298 PL 29.00 PF 5.4 97 98.2 0.0 120.7 0.0 11.1 120 FTG 8E PE 0.0 96 98.2 0.0 115.3 0.0 0.052 TL 103.40 PV Pipe: 34 500.0 4.298 PL 132.71 PF 10.3 98 99.2 0.0 130.5 0.0 11.1 120 FTG 7E PE 0.4 97 98.2 0.0 120.7 0.0 0.052 TL 197.81 PV Pipe: 35 500.0 4.298 PL 6.34 PF 2.4 99 92.8 H.S. 135.7 250.0 11.1 120 FTG TB PE -2.7 98 99.2 0.0 130.5 0.0 0.052 TL 46.04 PV Pipe: 36 750.0 4.298 PL 2.17 PF 0.2 1299 92.8 0.0 135.9 0.0 16.6 120 FTG ---- PE 0.0 99 92.8 H.S. 135.7 250.0 0.111 TL 2.17 PV Pipe: 37 750.0 4.298 PL 1.67 PF 0.2 Fl 92.8 0.0 136.1 0.0 16.6 120 FTG ---- PE 0.0 1299 92.8 0.0 135.9 0.0 0.111 TL 1.67 PV Pipe: 38 750.0 4.298 PL 14.04 PF 6.3 F2 91.3 SRCE 143.1 (N/A) 16.6 120 FTG 2EC PE -0.7 Fl 92.8 0.0 136.1 0.0 0.111 TL 57.34 PV NOTES (HASS): (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 64621553 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 0.001 gpm and a maximum imbalance at any node of 0.001 gpm.