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• � e <br /> SPRIN{<LER SY5TEM HYDRAULIC ANALYSIS . Pa`ge 6 <br /> .708 TITLE : PASCO �EDZCAL CENTEft OUTPATIENT SURGURY QES7GN ���P� 4. <br /> �='IPE DATF� ( cont . ) <br /> 1='IPE TAG Q( GPM ) DIA( IN ) LENGTH PRESS . <br /> END ELEV . NOZ . PT DISC . VEL( FP5 ) HLJ( C ) ( FT ) SUM . <br /> NOC�ES ( FT ) ( K ) ( PSI ) ( GPh1 ) F .L ./F1' ( PSI ) <br /> Pipe: 40 -823 .5 6 ,357 PL 169 .00 PF � .� <br /> }-I 24 .0 0 .0 �32 .0 0 .0 8 .3 120 FTG 3E7G PE 0 .0 <br /> G 24 .0 0 .0 86 .8 0 .0 0 .020 TL 244 .00 PV 0 .5 <br /> Pipe : 41 -823 .�� 6 .=j57 PL 32 ,50 PF 1 .2 <br /> G 24 .0 0 .0 86 .�3 0 .0 8 .3 120 FTG 1" PE � ,5 <br /> C: 9 .0 O .0 94 .5 0 .0 O .Q20 TL 62 ,50 PV 0 .5 <br /> Pipe : 42 -£323 .5 8 .071 PL 132 _00 PF 0 .^0 <br /> C 9 .0 O .0 94 .5 0 .0 5 .2 120 FTG ---- pE 3 .0 <br /> A 2 .0 0 _0 98 .3 0 .0 0 ,006 TL 13?_ .00 PV 0 .2 <br /> Pip� : 43 -823 .5 8 .071 PL 10 .00 PF 0 .5 <br /> A 2 .0 O .Q 98 .3 0 .0 5 .2 120 FTG FCG PE 0 .0 <br /> DI��CH 2 .0 0 .0 98 .8 0 .0 O .Q06 TL 77 .00 PV 0 .2 <br /> Pipe : �f_4 FIRE PUMP Rating : 15Q0 .0 gpm t� 100 .0 psi <br /> SUCT 2 .0 0 .0 13 . 1 0 .0 Avail . : 823 .7 gpm G 100 .0 psi <br /> DISCH 2 .0 0 .0 98 .8 0 .0 Req 'd . = 823 .7 gpm c? 85 .7 psi <br /> Pip� : 45 -�s23 .5 a .071 PL 10 .00 PF 0 .2 <br /> • SUCT 2 .0 0 .0 13 . 1 0 .0 5 .2 120 FTG EG PE 2 .2 <br /> BASE -3 .0 0 .0 15 .5 0 .0 0 .006 TL 32 .00 PV 0 .2 <br /> Pipe : 46 -823 :5 8 .071 PL 4Q .00 PF 0 .6 <br /> BASE -3 ,0 0 .0 15 .5 0 .0 5 .2 140 FTG E3LG PE 1 .9 <br /> BF-0 1 .5 0 .0 14 .1 0 .0 0 .005 TL 121 . 13 PV 0 .2 <br /> Pipe : 47 FIY,ED PRESSURE LOSS DEVICF <br /> BF-I 1 .5 0 .0 19 . 1 0 .0 5 .0 psi , �323 .5 gprn <br /> E�F=O 1 .5 0 .0 14 . 1 0 .0 <br /> Pipz : �8 -823 .5 8 .071 PL 90 .00 PF 0 .9 <br /> BF-I 1 .5 0 .0 19 . 1 0 .0 5 .2 1�40 F7G T3L2C PF_ 0 .0 <br /> CITY' ' 1 .5 SRCE 20 .0 ( N/A ) 0 ,005 TL 199 .06 PV 0 .2 <br /> NOTES� <br /> ( 1 ) Calculations were performed by the HASS 5 .6 .0 comPuter program <br /> under license no . 428L203 granted by <br /> HRS Systems , Inc . <br /> � 2193 Ranchwood Dr . , N .E . <br /> � Atlanta , GA 303�45 <br /> ( 2 ) The system has been balanced to provide an average <br /> imbalance at each noda of 0 .006 gpm �nd a maximum <br /> imbalanc� at any node of 0 . 147 �:�pm . <br /> ( 31 V�locity pressures are printed for information only , ancl are <br /> not used in b�lancing the system . Maximum watEr velocity <br /> is 22 .0 ft/sec at pip� 35 . <br />