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SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 <br /> DATE : 7/25/2024DOCUMENTS\HYDRAULIC CALCS\MCKESSON TI\MCKESSON TI-SYS5 . SDF <br /> JOB TITLE : McKesson TI <br /> WATER SUPPLY DATA <br /> SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D <br /> NODE PRESS . PRESS . @ PRESS . @ DEMAND PRESS . <br /> TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) <br /> SRC 61 . 0 20 . 0 2052 . 0 54 . 9 730 . 6 20 . 0 <br /> AGGREGATE FLOW ANALYSIS : <br /> TOTAL FLOW AT SOURCE 730 . 6 GPM <br /> TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0 . 0 GPM <br /> OTHER HOSE STREAM ALLOWANCES 250 . 0 GPM <br /> TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 480 . 6 GPM <br /> NODE ANALYSIS DATA <br /> NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE <br /> (FT) (PSI) (GPM) <br /> 1A 15 . 0 K=11 . 20 51 . 1 80 . 0 <br /> 2A 15 . 0 K=11 . 20 51 . 0 80 . 0 <br /> 3A 15 . 0 K=11 . 20 51 . 0 80 . 0 <br /> 4A 15 . 0 K=11 . 20 51 . 3 80 .2 <br /> 5A 15 . 0 K=11 . 20 51 .2 80 .2 <br /> 6A 15 . 0 K=11 . 20 51 .2 80 .2 <br /> 1B 29 . 3 - - - - 125 . 3 - - - <br /> 2B 29 . 3 - - - - 125 . 1 - - - <br /> 3B 29 . 3 - - - - 125 . 1 - - - <br /> 4B 29 . 3 - - - - 125 . 4 - - - <br /> 5B 29 . 3 - - - - 125 .2 - - - <br /> 6B 29 . 3 - - - - 125 .2 - - - <br /> 19 29 . 3 - - - - 132 . 8 - - - <br /> 20 29 . 3 - - - - 132 . 7 - - - <br /> 21 29 . 3 - - - - 132 . 6 - - - <br /> 22 29 . 3 - - - - 132 . 6 - - - <br /> 23 29 . 3 - - - - 132 . 5 - - - <br /> 24 29 . 3 - - - - 132 . 5 - - - <br /> 25 29 . 3 - - - - 132 . 5 - - - <br /> 26 29 . 3 - - - - 132 . 5 - - - <br /> 27 29 . 3 - - - - 132 . 5 - - - <br /> 30 29 . 3 - - - - 129 . 8 - - - <br /> 31 29 . 3 - - - - 129 . 8 - - - <br /> 32 29 . 3 - - - - 129 . 8 - - - <br /> 33 29 . 3 - - - - 129 . 8 - - - <br /> 34 29 . 3 - - - - 129 . 7 - - - <br /> 35 29 . 3 - - - - 129 . 6 - - - <br /> 36 29 . 3 - - - - 129 . 5 - - - <br /> 36B 29 . 3 - - - - 129 . 5 - - - <br /> 37 29 . 3 - - - - 129 . 5 - - - <br /> 38 29 . 3 - - - - 129 . 5 - - - <br />