6617 ASSOCIATED BLVD AMAZON 2025-12-01

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/4/20255 KDC PHASE 1C\DESIGN\HYDRAULIC CALCS\SYSTEM 4\SYSTEM 4 . SDF JOB TITLE: SYSTEM 4 3-6 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 (PST) Pipe: 59 1461 . 1 8 . 249 PL 1 . 00 PF 0 . 0 PO 2 . 0 0 . 0 123 . 5 0 . 0 8 . 8 120 FTG PE 0 . 0 C 2 . 0 0 . 0 123 . 4 0 . 0 0 . 016 TL 1 . 00 PV Pipe: 60 FIRE PUMP Rating: 1500 . 0 gpm @ 65 . 0 psi PI 2 . 0 0 . 0 58 . 4 0 . 0 Avail . : 1461 . 1 gpm @ 65 . 0 psi PO 2 . 0 0 . 0 123 . 5 0 . 0 Req'd. : 1461 . 1 gpm @ 65 . 0 psi Pipe: 61 -1461 . 1 8 . 249 PL 22 . 00 PF 1 . 0 PI 2 . 0 0 . 0 58 . 4 0 . 0 8 . 8 120 FTG 3E PE 0 . 0 BF2 2 . 0 0 . 0 59 . 5 0 . 0 0 . 016 TL 65 . 20 PV Pipe: 62 FIXED PRESSURE LOSS DEVICE BF1 2 . 0 0 . 0 66 . 5 0 . 0 7 . 0 psi, 1461 . 1 gpm BF2 2 . 0 0 . 0 59 . 5 0 . 0 Pipe : 63 -1461 . 1 8 . 249 PL 1 . 50 PF 0 . 0 BF1 2 . 0 0 . 0 66 . 5 0 . 0 8 . 8 120 FTG ---- PE 0 . 6 UG1 0 . 5 0 . 0 67 . 1 0 . 0 0 . 016 TL 1 . 50 PV Pipe : 64 -1461 . 1 8 . 270 PL 120 . 00 PF 2 . 2 UG1 0 . 5 0 . 0 67 . 1 0 . 0 8 . 7 140 FTG ETG PE 3 . 7 SOURCE -8 . 0 SRCE 73 . 1 (N/A) 0 . 012 TL 191 . 00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 2023 D computer program in accordance with (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 . 016 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16. 3 ft/sec at pipe 42 . (4) The Minimum pump suction pressure under maximum calculated demand is 58 . 44 (psi) (5) Items listed in bold print on the cover sheet are automatically transferred from the calculation report . (6) Available pressure at source node SOURCE under full flow conditions is 86 . 63 psi with a flow of 1793 . 36 gpm.