6801 SEAWAY BLVD MCKESSON CORP 2025-08-20

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE : 7/25/2024DOCUMENTS\HYDRAULIC CALCS\MCKESSON TI\MCKESSON TI-SYS5 . SDF JOB TITLE : McKesson TI 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 : 90 -10 . 4 3 . 314 PL 48 . 00 PF 0 . 0 65 29 . 3 0 . 0 129 . 4 0 . 0 0 . 4 120 FTG 4T PE 0 . 0 45 29 . 3 0 . 0 129 . 4 0 . 0 0 . 000 TL 135 . 36 PV Pipe : 91 80 . 0 1 . 049 PL 38 . 50 PF 80 . 4 1B 29 . 3 0 . 0 125 . 3 0 . 0 29 . 7 120 FTG 2ET PE 6 . 2 1A 15 . 0 11 . 2 51 . 1 80 . 0 1 . 693 TL 47 . 50 PV Pipe : 92 80 . 0 1 . 049 PL 38 . 50 PF 80 . 3 2B 29 . 3 0 . 0 125 . 1 0 . 0 29 . 7 120 FTG 2ET PE 6 . 2 2A 15 . 0 11 . 2 51 . 0 80 . 0 1 . 690 TL 47 . 50 PV Pipe : 93 80 . 0 1 . 049 PL 38 . 50 PF 80 . 3 3B 29 . 3 0 . 0 125 . 1 0 . 0 29 . 7 120 FTG 2ET PE 6 . 2 3A 15 . 0 11 . 2 51 . 0 80 . 0 1 . 691 TL 47 . 50 PV Pipe : 94 80 .2 1 . 049 PL 38 .21 PF 80 . 2 4B 29 . 3 0 . 0 125 . 4 0 . 0 29 . 8 120 FTG 2ET PE 6 . 2 4A 15 . 0 11 . 2 51 . 3 80 . 2 1 . 700 TL 47 .21 PV Pipe : 95 80 .2 1 . 049 PL 38 .21 PF 80 . 1 5B 29 . 3 0 . 0 125 . 2 0 . 0 29 . 8 120 FTG 2ET PE 6 . 2 5A 15 . 0 11 . 2 51 . 2 80 . 2 1 . 697 TL 47 .21 PV Pipe : 96 80 .2 1 . 049 PL 38 .21 PF 80 . 1 6B 29 . 3 0 . 0 125 . 2 0 . 0 29 . 8 120 FTG 2ET PE 6 . 2 6A 15 . 0 11 . 2 51 . 2 80 . 2 1 . 698 TL 47 .21 PV NOTES (HASS) : (1) Calculations were performed by the HASS 2023 D computer program in accordance with NFPA (2020) under license no. 65839843 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 . 012 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 29 . 8 ft/sec at pipe 94 . (4) The Minimum pump suction pressure under maximum calculated demand is 10 . 02 (5) Items listed in bold print on the cover sheet