My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7050 GALL BLVD (61)
Zephyrhills
>
Building Department
>
Building Plans
>
7050 GALL BLVD (61)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/18/2017 11:42:11 AM
Creation date
4/18/2017 11:39:24 AM
Metadata
Fields
Template:
Building Plans
Street #
7050 GALL BLVD
Location
GALL BLVD
Contractor
POOLE CONSTRUCTION
Description
ADDENDUM #1 ER ADDITION
Owner
EAST PASCO MEDICAL CENTER
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
53
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
• 1 , SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 , <br /> Date: 08/24/1999 EPMC. SDF <br /> ' JOB TITLE: � EAST PASCO MEDICAL CENTER <br /> WATER SUPPLY DATA <br /> ! <br /> SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D <br /> NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. <br /> TAG �(PSI ) (PSI ) (GPM) (PSI ) � (GPM) (PSI) <br /> SPi 78 .0 65 .0 500 .0 72 . 5 315 . 6 27 . 8 ; <br /> � AGGREGATE FLOW ANALYSIS: <br /> � <br /> TOTAL FLOW AT SOURCE 315 . 6 GPM i <br /> TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100 .0 GPM , <br /> OTHER HOSE STREAM ALLOWANCES 0 .0 GPM � <br /> TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 215 . 6 GPM � <br /> � <br /> NODE ANALYSIS DATA � <br /> NODE TAG �ELEVATION NODE TYPE PRESSURE DISCHARGE <br /> � (FT) (PSI ) (GPM) <br /> SP � 9.0 SOURCE 27 . 8 215 . 6 <br /> S1 ; 8 .0 K= 5 . 60 11 . 4 18 . 9 <br /> S2 � 8 .0 K= 5 . 60 9 . 6 17 . 3 � <br /> S3 ' 8 .0 K= 5 . 60 8 . 8 16 . 6 <br /> S4 ' 8.0 K= 5 . 60 7 . 9 15. 8 <br /> S5 8 .0 K= 5 . 60 10 . 4 18 . 1 <br /> S6 ' 8.0 K= 5. 60 9 . 0 16. 8 ; <br /> S7 ; 8 .0 K= 5 . 60 8 . 3 16 . 1 � <br /> S8 � 8 .0 K= 5 . 60 7 . 5 15 . 3 <br /> S9 i 8 .0 K= 5 . 60 10 . 2 17 . 9 <br /> S10 8 .0 K= 5. 60 7 . 9 15 . 8 <br /> S11 i 8 .0 K= 5 . 60 7 . 2 15 . 0 <br /> S12 � 8 .0 K= 5. 60 8 . 4 16. 2 � <br /> S1� 8 .0 K= 5 . 60 7 . 9 �.5 . 7 <br /> i I y.G - - - - 27 . 4 - _ ._ <br /> 2 I 9.0 - - - - 25 . 5 - - - <br /> 3 �' 9.0 - - - - 25 . 1 - - - <br /> 4 ' 9. 0 - - - - 18 . 2 - - - � <br /> 5 � ; ' 9.0 - - - - 12 . 0 - - - <br /> 6 , 9. 0 - - - - 11 . 3 - - - <br /> 7 � 9.0 - - - - 11 . 0 - - - <br /> 8 ' 9 . 0 - - - - 11 . 7 - - - <br /> 9 � 9 .0 - - - - 9 . 8 - - - <br /> 10 ; 9.0 - - - - 8 . 9 - - - � <br /> 11 i 9.0 - - - - 9. 2 - - - � <br /> 12 i 9. 0 - - - - 8 . 4 - - - ' <br /> 13 � 9.0 - - - - 9. 1 - - - ' <br /> 14 9 .0 - - - - 8 . 3 - - - <br /> 15 ' 9.0 - - - - 8 . 5 - - - <br /> � <br /> ' i <br /> , I <br />
The URL can be used to link to this page
Your browser does not support the video tag.