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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
Metadata
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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 /> I , i <br /> J <br /> � , � <br /> i, �PRINKLER SYS'TEM HYDRAULIC ANALY�IS � P�gc 5 <br /> JOB TITLE : PASCO MEDICAL CENTER OUTPATIENT SURGURY DESTGN AREA 4 <br /> f�IPE , DATA ( cont . ) <br /> f'IPE TAG Q( GPM ) DIA( IN ) LENG7H PRFS� . <br /> END ELEV . NOZ . PT QI�C . VEL( FPS ) HW( C ) ( FT ) �UM . <br /> NOC�ES ( FT ) ( K ) ( PSI ) ( CPM ) F .L_ ./FT ( PSI ) <br /> �f�ip� � 27 -50 .9 3 .260 PL �,2 .00 PF 0 .0 <br /> 41 � 23 .0 0 .0 35 ,0 0 .0 2 .0 120 FTG ---- PE 0 .0 <br /> 42 23 .0 0 .0 35 .1 0 .0 0 .003 TL 12 .00 PV 0 .0 <br /> � II <br /> Pipe� 28 -219 .6 3 .260 PL 12 .00 PF 0 .5 <br /> 42_ 23 .0 0 .0 35 .1 0 .0 t3 .4 120 FTG ---- PE 0 .0 <br /> �3 � 23 .0 0 .0 35 .6 0 .0 0 .044 TL 12 .00 PV 0 .5 �, <br /> ;Pipe: 29 -389 .7 3 .26Q PL 5 .50 PF 1 .7 <br /> i 43 ; 23 .0 0 .0 35 .6 0 .0 15 ,0 120 FTC E PE 0 .0 <br /> 4 4 ' 23 .0 0 .0 37 .3 0 .0 0 .126 TL 13 .50 PV 1. ,5 <br /> IPipe : 30 -389 .7 3 .260 PL 75 .50 PF 11 .7 <br /> 44 ', 23 .0 0 .0 37 .3 0 ,0 15 .0 120 �'(G T PE 0 .0 <br /> 45 � 23 .0 0 .0 49 .0 0 .0 0 . 126 TL 92 .50 PV 1 .5 <br /> Pipe= 31 -183 .8 3 .260 f�L_ 1?3 .00 PF 5 .4 <br /> 35 � 23 .0 0 .0 37 .5 0 ,0 7 . 1 120 FTG 2E2T PE 0 .0 <br /> 45 ' 23 .0 0 .0 43 .0 0 .0 0 .032 TL 173 .00 P� � .? <br />, Pipe: 32 -183 .8 3 .260 PL 111 .00 PF � .0 <br /> 46 23 .0 0 .0 43 .0 0 .0 7 .1 120 FTG T PE 0 .0 <br />, Q7 '; 23 .0 0 .0 47 .0 0 .0 0 .032 TL 128 .00 f�V 0 .3 , <br /> i ' <br /> Pipe= 33 -183 .8 3 .260 PL 46 .50 PF 2 .0 <br /> 47 � 23 .0 0 .0 47 .0 0 .0 7 . 1 120 FTG T PE G .G <br /> 45 � 23 .0 0 .0 49 .0 0 .0 0 .032 TL 63 .50 PV 0 .3 <br /> Pipe � 34 -573 .5 3 .260 PL 23 .00 PF 10 .3 <br /> 45 '� 23 .0 0 .0 49 .0 0 .0 22 .0 120 FTG T PE 0 .0 <br /> 48 23 .0 0 .0 59 .3 0 .0 0 .259 TL 40 .00 PV 3 .3 <br /> Pipe: 35 -573 .5 3 .260 PL 7 .00 PF t3 .5 <br /> 48 23 .0 0�.0 59 .3 0 .0 22 .0 120 FTG ETG PE 0 .0 <br /> 49 � � 23 .0 H .S . 67 .9 250 .0 0 .259 TL 33 .00 PV 3 .3 <br /> Pipe� 36 -823 .5 � .260 PL 1 .00 PF 2 .9 <br /> 49 23 .0 H .S . 67 .9 250 .0 18 .5 120 FTG � T PE 0 .4 <br /> O 24 .0 0 .0 70 .3 0 .0 0 . 137 TL 21 .00 PV 2 .3 <br /> ' Fipe� 37 -823 .5 4 .260 PL 1 .00 PF 2 .9 <br /> 0 � 24 .0 O .0 70 .3 0 .0 18 .5 120 FTG 7 PE 0 .0 <br /> N 24 .0 0 .0 73 .2 0 .0 0 . 137 TL 21 .00 PV 2 .3 <br /> Ripe � 38 -823 .5 4 .260 PL 33 .00 PF 7 .5 <br /> N , 24 .0 0 .0 73 .2 0 .0 18 .5 120 FTG TG PE 0 .0 <br /> M ; 24 .0 0 .0 80 .7 0 .0 0 , 137 7L 55 .00 PV 2 .3 <br /> ' Pipe� 39 -823 .5 6 .357 PL 35 .00 Pf= J. .3 <br /> M ' 24 .0 0 .0 84 .7 0 .0 8 .3 120 FTG 7 PE 0 .0 <br /> H 24 .0 0 .0 82. .0 0 .0 0 .020 TL 65 .00 PV 0 .5 <br />
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