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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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� a uPRINKLER SY'STEM IiYDRAULIC ANAL'YSIS Page 3 <br /> 1 --� <br /> � natie: q8/24/1999 � EPMC.�DF <br /> ' JOB TITLE; EAST PASCO MEI}ICAL CENTER ; <br /> PIPE DATA (cont. ) � <br /> , � <br /> PIPE TAG Q(GPM) DIA( IN) LENGTH PRESS. 1, . , <br /> �END ELEV. NOZ . PT DISC. VEL(FPS)- FIW(C) (FT) SUM. I � <br /> P�'ODES {FT} (K} {PSI } (GPM} F.L,f FT� (PST} ; <br /> i ( <br /> t Pipe: �4 -48. 3 1. 380 PL 6.04 PF 2.1 � <br /> 11 ,� 9.p 0 .0 9. 2 0 .0 10 . 4 120 FTG T PE 0 .0 i <br /> 6 i 9.0 0 .0 I.1.3 O.Q 0 .175 TL 1.2.Q0 PV 0 .? � <br /> � <br /> �, <br /> Pige; 15 -18.1 1.049 FL 5.00 PF 1.3 � <br /> S5 � 8 .0 5 . 6 10 . 4 18 . 1 6.7 120 FTG ET PE -0 . 4 � <br /> 6 ; 9.Q 0 .0 ].1.3 0 ,0 0 .108 TL 12.00 FV 0 .3 � � <br /> i <br /> � Pipe: 16 -147 .0 2 , 635 PL 12 .00 PF 0 .7 i <br /> 6 ` 9.0 0.0 11.3 0-.0 8, 6 120 FTG -_--_ PE 4.0 ; <br /> 5 , 9.0 4 .� 12 .0 0 .0 O .m59 TL 12 .q0 �V 0 . 5� i <br /> i ! <br /> � Pipe: 17 -1,5 .8 1.p49 PL 15 . 00 PF 1. 4 I <br /> S4 '. (; 8.0 5. 6 7 . 9 15.8 5. 9 120 FTG E PE -4. 4 � <br /> 10 � i� 9.0 4 .0 8 . 9 O ,d 0 .084 TL 17 .00 PV 0. 2 ( <br /> , i; � <br /> Pipe: 18 -I.b. 6 1.049 FL 1.40 PF 0 . 6 <br /> S3 ! i8 .0 5 . 6 8 . 8 16. 6 6. 2 120 FTG T PE -0 . 4 � <br /> 10 �; 9.0 0 ,Q 8 . 9 0 .0 0 .092 Ti, 6.Ofl PV 0 .3 � <br /> ; ; I <br /> Pipe: I9 -32 . 4 1.380 PL 10 .00 PF 0.8 � <br /> 10 � � 9.0 0 .0 8 . 9 0 . 0 6. 9 120 FTG ---- PE O .Q � <br /> 9 ; i9.0 Q .0 9.8 0 .0 0 ,084 TL lO .OQ PV Q.3 I <br /> ; j <br /> Pipe.: 20 -17 . 3 1.049 PL 1.00 PF 0 . 6 <br /> S2 " E $.0 5. 6 9. 6 I7 .3 6. 4 120 FTG T PE -4. 4 <br /> 9 ; 19.0 0 .0 9. 8 0 . 0 0 . 100 TL 6.00 PV 0 . 3 � <br /> ' Pipe: 21 -49. 7 1 . 380 PL 6.00 PF 2 . 2- � <br /> 9 � 9.0 O .Q 9.8 Q .0 1Q . 7 120 FTG T PE 4 .0 i <br /> 5 9.0 0 .0 I2 .d 0 .0 O ..�A� TL 12.00 PV 0 . 8 i <br /> � Fipe: 22 -18 . 9 I ,0�3 PI� 1 .00 PF 4 .7 � <br /> S1 ` �8 .0 5. 6 11 . 4 18. 9 7 .� 120 FTG T PE -0 . 4 <br /> 8 ; ( 9.0 0 .0 11.7 0 ,0 0 .117 TL 6.00 PV 4 .3 � <br /> � Pipe. 23 . -18, 9 3. .380 PL 4.00 PF Q . 3 � �` <br /> 8 � � 9.0 0 .0 11 .7 0 .0 4. 1 120 FTG T PE 0 .0 � � <br /> 5 � 9.Q 0 .0 12 .Q 0 .0 0 .031 TL 10 .Q0 PV Q .l � <br /> '. Pipe: 24 -215 . 6 2 . 635 PL 36.00 PF 6 . 3 <br /> 5 r 9.0 0.0 12.0 0 ,0 12.7 3.20 FTG T PE 0 .0 <br /> 4 9.Q 0 . 0 18 . 2 0 . 0 0 . 119 TL 52 . 47 PV 1 . ], <br /> � Pipe: 25 -215. 6 2 . 635 PL 40 .00 PF 6. 9 <br /> 4 4 9.0 0 .0 18 . 2 0 .0 12 . 7 320 FTG ' TG PE Q .0 � <br /> 3 9.0 0 .0 25 . 1 � (3 .0 0 . 119 TL 57 . 85 PV 1. 1 1 <br /> ( <br /> � Pipe: � 6 -?1� . : �. iu� PL I.00 PF 0 . 3 <br /> 3 °.0 .!� �0 2� . 1 0 .0 4. 9 120 FTG �' �-?� 0 .t� <br /> 2 ' 9.0 0 .0 25. 5 0 .0 O .OZI TL 27 . 33 PV 0 . 2 <br /> � <br /> � ; <br /> ; <br />
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