6617 ASSOCIATED BLVD AMAZON 2025-12-01

SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/4/20255 KDC PHASE 1C\DESIGN\HYDRAULIC CALCS\SYSTEM 5\SYSTEM S . SDF JOB TITLE: SYSTEM 5 3-6 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS . PRESS. @ PRESS . @ DEMAND PRESS . TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 97 . 0 56 . 0 3771 . 0 87 . 5 1708 . 1 71 . 6 Available pressure is 15 . 9 psi (18%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1708 . 1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250 . 0 GPM OTHER HOSE STREAM ALLOWANCES 0 . 0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1458 . 1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 35 . 8 - - - - 55 . 0 - - - 2 35 . 8 - - - - 53 . 7 - - - 3 35 . 8 K=16. 80 52 . 4 121 . 6 4 35 . 8 K=16. 80 52 . 0 121 . 1 5 35 . 8 K=16. 80 52 . 0 121 . 1 6 35 . 8 K=16. 80 52 . 4 121 . 6 7 35 . 8 - - - - 53 . 7 - - - 8 35 . 8 - - - - 55 . 0 - - - 9 35 . 8 - - - - 55 . 1 - - - 10 35 . 8 - - - - 53 . 8 - - - 11 35 . 8 K=16. 80 52 . 4 121 . 7 12 35 . 8 K=16. 80 52 . 1 121 .2 13 35 . 8 K=16. 80 52 . 1 121 .2 14 35 . 8 K=16. 80 52 . 4 121 . 6 15 35 . 8 - - - - 53 . 7 - - - 16 35 . 8 - - - - 55 . 0 - - - 17 35 . 8 - - - - 55 . 3 - - - 18 35 . 8 - - - - 54 . 0 - - - 19 35 . 8 K=16. 80 52 . 7 121 . 9 20 35 . 8 K=16. 80 52 . 3 121 .5 21 35 . 8 K=16. 80 52 . 3 121 .5 22 35 . 8 K=16. 80 52 . 7 121 . 9 23 35 . 8 - - - - 54 . 0 - - - 24 35 . 8 - - - - 55 . 3 - - - 501A 33 . 0 - - - - 100 . 3 - - - 501B 35 . 8 - - - - 92 . 9 - - - 501C 35 . 8 - - - - 64 . 8 - - - 501D 33 . 0 - - - - 72 . 0 - - - 502A 33 . 0 - - - - 100 . 3 - - - 502B 35 . 8 - - - - 93 . 0 - - - 502C 35 . 8 - - - - 64 . 9 - - - 502D 33 . 0 - - - - 72 . 1 - - - 503A 33 . 0 - - - - 100 . 4 - - - 503B 35 . 8 - - - - 93 . 1 - - -