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7050 GALL BLVD (61)
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7050 GALL BLVD (61)
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Last modified
4/18/2017 11:42:11 AM
Creation date
4/18/2017 11:39:24 AM
Metadata
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Template:
Building Plans
Street #
7050 GALL BLVD
Location
GALL BLVD
Contractor
POOLE CONSTRUCTION
Description
ADDENDUM #1 ER ADDITION
Owner
EAST PASCO MEDICAL CENTER
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i \\ <br /> � �_ � l SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 <br /> � �Da!te: 08/24/1999 EPMC. SDF i <br /> ' JO�B TITLE:�' EAST PASCO MEDICAL CENTER <br /> P IipE DATA I , <br /> I I <br /> PIIPE TAG 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 (PSI ) ', <br /> i <br /> Pipe: 1 -15.0 1.049 PL 17 .00 PF 1. 6 i <br /> S1�1 8.0 5. 6 7 . 2 15.0 5. 6 120 FTG 2E PE -0 . 4 <br /> 14 9.0 0 .0 8 .3 0 .0 0 .076 TL 21.00 PV 0 . 2 � <br /> � <br /> �� Pipe: 2 -15.8 1.049 PL 3.00 PF 0 .8 � <br /> S10 8 .0 5 . 6 7 . 9 15 . 8 5. 9 120 FTG ET PE -0 . 4 ' <br /> 14;, 9.0 0 .0 8. 3 0 .0 0 .084 TL 10 .00 PV 0 . 2 <br /> ; <br /> � Pipe: 3 -30 . 8 1 . 380 PL 10 .00 PF 0 . 8 � <br /> 14 9.0 0 .0 8. 3 0 .0 6. 6 120 FTG ---- PE 0 .0 i <br /> 13 � 9 .0 0 .0 9 . 1 Q .0 C� .076 TL '0 .00 PV 0 . � ' <br /> Pipe: ,;4 -15. 7 1 .049 PL 10 .00 PF 1.0 i <br /> S13 �'�� 8.0 5. 6 7 . 9 15 .7 5 . 8 120 FTG E PE -0 . 4 <br /> 15, i ; 9.0 0 .0 8.5 0 .0 0 .083 TL �-- 12 .00 PV 0 . 2 i <br /> � <br /> � Pipe: ":5 -16 . 2 1 .049 PL 1.00 PF 0 . 5 i <br /> S12 _ j , 8 .0 5. 6 8 . 4 16. 2 6.0 120 FTG T PE -0 . 4 i <br /> 15! • ; I 9.0 0 .0 8 . 5 0 .0 0 .088 TL 6 .00 PV 0 . 2 <br /> , +. <br /> Pipe: ,6 -31 . 9 1.380 PL 2 .00 PF 0 . 7 ' <br /> 15 ' ; 9.0 0 .0 8.5 0 .0 6.8 120 FTG T PE 0 .0 �, <br /> 13 9.0 0 .0 9. 1 0 .0 0 .081 TL 8 .00 PV 0 .3 <br /> � <br /> ' Pipe: !7 -62 . 7 1. 610 PL 6. 50 PF 1. 9 � <br />, 13 ; � 9.0 0 .0 9. 1 0 .0 9. 9 120 FTG T PE 0 .0 <br /> 7 ' � 9.0 0 .0 11.0 0 .0 0 .134 TL 14. 50 PV 0 . 7 i <br /> � � �, <br /> Pipe: l ;8 -17 . 9 1.049 PL 5.00 PF 1.3 �, <br /> S9 8 .0 5 . 6 10 . 2 17 . 9 6. 6 120 FTG ET PE -0 . 4 i ' <br /> 7 � 9.0 0 _.0 �_].� 0 .0 0 .•106 TL 12 .00 p�► Q .,? 'i <br /> Pipe: �9 -80 . 6 2 . 635 PL 12 .G0 PF 0 . 2 � <br /> 7 ' � 9.0 0 .0 11 .0 0 .0 4.7 120 FTG ---- PE 0 .0 � <br /> 6 , 9.0 0 .0 11. 3 0 .0 0 .019 TL 12 .00 PV 0 . 2 <br /> I � <br /> i Pipe: �10 -15 . 3 1 . 049 PL 15 .00 PF 1. 3 <br /> S8 ' 8 .0 5 . 6 7 . 5 15 .3 5 . 7 120 FTG E PE -0 . 4 ' <br />� 12 '; i9. 0 0 .0 8 . 4 0 .0 0 .079 TL 17 .00 PV 0 . 2 I <br /> , <br /> , Pipe: 11 -16. 1 1 .049 PL 1 .00 PF 0 . 5 . <br /> S7 � 8.0 5 . 6 8 . 3 16.1 6.0 120 FTG T PE -0 . 4 I <br /> 12 9 .0 0 .0 8 . 4 0 .0 0 .087 TL 6 .00 PV 0 . 2 ' I <br /> � � <br /> Pipe: �12 -31 . 4 1 . 380 PL 10 .00 PF 0 .8 <br /> 12 9 .0 0 .0 8 . 4 0 .0 6. 7 120 FTG ---- PE 0 .0 �' <br /> lli 9.0 0 .0 9. 2 � 0 .0 0 .079 TL 10 .00 PV 0 . 3 <br /> F�r�: �:% -16. 8 1 .049 PL 1 .::� FL (D . � <br /> SE � 8. 3- a . 6 9. 0 16.8 6. 3 1s0 FTG T r•� -0 . - � <br /> 11 ; 9.0 0 . 0 9 . 2 0 .0 0 . 095 TL 6.00 PV 0 . 3 ' <br /> . <br /> � <br /> , I l <br /> ; i <br />
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