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7050 GALL BLVD (35)
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7050 GALL BLVD (35)
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Last modified
4/10/2017 1:34:22 PM
Creation date
4/10/2017 1:32:57 PM
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Template:
Building Plans
Street #
7050 GALL BLVD
Location
GALL BLVD
Contractor
POOLE CONSTRUCTION
Owner
EAST PASCO MEDICAL CENTER
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, <br /> SPRIIV{<LER SY5 i EM HYDF�AULTC ANALYSIS � p�cje � i <br /> JOQ �CITLE: PASCO MEDICAL CENTER OUTPATIENT SURGURY DESIGN AREA 2 I <br /> PIPE DATA ( cont . ) <br /> PI?E TAG Q( GPM ) DIA( IN ) LENGTH PRESS . <br /> END ELEV . NOZ . PT DISC . VEL( FP5 ) HW( C ) ( FT ) SUM . <br /> NODES C FT ) C K ) ( PSI ) ( GPM ) F .L ./F7 ( PSI ) <br /> Pip� : 40 -557 .7 8 .071 PL 40 .00 Pf= 0 .3 <br /> BASE -3 .0 0 .0 16 .2 0 .0 3 .5 140 FTG E3LG PE 1 .9 <br /> B�-� 1 .5 0 .0 14 .6 0 .0 0 .002 TL 121 . 13 PV 0 . 1 <br /> Pipe : 41 FTXED PRESSU�E LOSS DEVTCE <br /> Q�-I 1 .5 O .0 9.9 .�, 0 .O 5 .0 ps i , 557 .7 �pm <br /> F3F-O 1 .5 0 .0 14 .6 0 .0 <br /> Pipe : 42 -557 .7 8 .071 Pl_ 90 .00 PF 0 . 4 <br /> gF-z 1 .5 0 .0 19 .6 0 .0 3 .5 140 FTG T3L2G PE 0 .0 <br /> CITY , 1 .5 SRCE 20 .0 ( N/A ) O .OU2 TL 199 .06 PV 0 . ]. <br /> NOTES: <br /> ( 1 ) Calculations were performed by the HA�S 5 .6 .0 camputer program <br /> under license no . 428L203 granted by <br /> HRS Sy�stems , I nc . <br /> 2193 Ranchwood Dr . , N .E . <br /> Atlanta , GA 30345 <br /> ( 2 ) The systern has been balanced to provide an averagc <br /> imbalance at each node of 0 .010 gprn �nd � m��ximum <br /> imbalai7ce at any node of 0 . 196 gpm . <br /> � <br /> ( 3 ) V�locity pressures are printed for information only , and are <br /> not used in balancing the system . Maximum water velocity <br /> is 18 .1 ft/sec at pipe %1 . <br /> ( 4 ) PIPE FITTINGS 7ABl_E <br /> Pipe Table Name. STANDAf�D .PIP <br /> PAGE : F� h1ATERIAL : S40 HWC: 120 <br /> C�iamater Equivalent Fitting Lengths in Feet <br /> Cin ) E T L C B G A (� <br /> � E11 Tee LngEll ChkVlv B�fyVlv GatVlv A1mChk DF'Vlv <br /> 1 .049 2 .00 5 .00 2 .00 5 .00 h .00 1 .00 10 .00 10 .00 <br /> 1 .3�0 3 .00 6 .00 2 .Q0 7 .00 6 .00 1 .00 10 .00 10 .00 <br /> 1 .h10 � .00 8 .00 2 .00 9 .00 6 .00 1 .00 10 .00 10 .00 <br /> 2 .067 5 .00 10 .00 3 .00 11 .00 6 .00 1 .00 10 .00 1.Q .00 <br /> 8 .071 18 .00 35 .00 13 .00 �45 .00 12 .00 4 ,00 35 .00 27 .00 <br /> � <br />
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