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• , I <br /> i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 <br /> JOB TI�ILE: PASCO MEDICAL CENTER LOADING DOCK ANTIFREEZE <br /> PIPE D,ATA' ( cont . ) <br /> PIPE T'AG Q( GPM ) DIA( IN ) LENGTH PRESS . <br /> END� ELEV . NOZ . PT DISC . VEL( FPS ) HW( C ) ( FT ) SUM . <br /> NODES ( FT ) ( K ) ( PSI ) ( GPM ) F .L ./FT ( PST ) <br /> Plipe: 53 -853 .3 8 .071 PL 90 .00 PF 1 .0 <br /> BF-I I 1 .5 0 .0 19 .0 0 .0 5 ,4 140 F7G T3L2G PE U .0 <br /> CITY � 1 .5 SRCE 20 .0 ( N/A ) 0 .005 TL 199 .06 FV 0 .2 <br /> i <br /> NOTES= � <br /> ( 1 ) Calculations were �erformed by the HASS 5 .6 .0 cornputer progY-am <br /> under license no . 428L203 granted by <br /> HRS Systems , Inc . <br /> 2193 Ranchwood Dr . , N .E . <br /> Atlanta , GA 30345 <br /> ( 2 ) 7he system has been balanced to provide an average <br /> imbalance at each node of O .00b gpm and a m�ximum <br /> imbalance at any node of 0 .153 gpm . <br /> ( 3 ) Velocity pressures are printed •For information only , and are <br /> not used in balancing the system . Maximum water veloc�ty <br /> is 23 .2 ft/sec at pipe 35 . <br /> ( 4 ) PIPE FITTINGS TABLE <br /> � <br /> Pipe Table Name: STANDARD .PIP <br /> I <br /> PAGE= A MAT'ERYAL= S40 HWC� 120 <br /> Di�ameter Equival�nt Fitting Lengths in Feet <br /> ( in ) E T L C B G A D <br /> � E11 7ee LngEll ChkVlv BfyVlv GatVlv A1mChk DPVlv <br /> 1�.049 2 .00 5 .00 2 .00 5 .00 6 .00 1 .00 10 .00 10 .00 <br /> 1 .380 3 .00 6 .00 2 .00 7 .00 6 .00 1 .00 10 .00 1.O .OQ <br /> , 8�.071 18 .00 35 .00 13 .00 45 .00 12 .00 4 .00 35 .00 27 .00 <br /> � <br /> ' I <br /> I <br /> � <br /> � <br /> i <br /> � <br /> � <br /> I �,,. <br />