My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-21503
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-21503
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/15/2020 6:53:03 AM
Creation date
4/15/2020 6:52:36 AM
Metadata
Fields
Template:
Building Department
Company Name
CITY OF ZEPHYRHILLS
Building Department - Doc Type
Permit
Permit #
19-21503
Building Department - Name
CITY OF ZEPHYRHILLS (POLICE DEPT)
Address
6118 8TH ST
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
61
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
Pipe 1-1/2" and 2": 9 feet <br /> Pipe 2-1/2"and 3": 11 feet <br /> Pipe 3-1/2"and 4": 12 feet <br /> Pipe 6": 12 feet <br /> Pipe 8"and larger: 12 feet <br /> D. Unless shown otherwise, all horizontal runs of copper tubing shall be suspended from the floor or <br /> roof construction as the case may be, by means of hangers with the following maximum spacing: <br /> Pipe up to 3/4" in size: 5 feet <br /> Pipe 1"and 1-1/4": 8 feet <br /> Pipe 1-1/2"and larger: 10 feet <br /> E. There shall be a hanger within two feet (2') of each elbow or tee. Additional supports shall be <br /> provided for valves, strainers, etc. Vertical risers shall be supported by approved riser clamps at <br /> each floor. Vertical pipes within a space shall not have less than two(2) supports. <br /> F. Supports and hangers shall be installed to permit free expansion and contraction in the piping <br /> systems. Hangers shall permit vertical adjustment to maintain proper pitch. Where necessary to <br /> control expansion and contraction, the piping shall be guided and firmly anchored. No piping <br /> shall be self-supporting; nor shall it be supported from equipment connections. <br /> G. Inserts shall be used where piping or equipment is to be hung from concrete construction. Inserts <br /> shall be Grinnell Fig. 281, wedge type, concrete inserts. All inserts shall be galvanized to prevent <br /> rusting. After the forms are removed, clip off all nails flush with the exposed surface of the <br /> inserts. <br /> H. Expansion bolts shall be Ackerman-Johnson. <br /> I. Beam clamps suitable for use with the type of steel construction involved shall be Grinnell. <br /> 2.3 HANGER ROD ATTACHMENTS <br /> A. Except as otherwise indicated, provide factory-fabricated hanger-rod attachments complying with <br /> ANSI/MSS SP-58, of one of the following MSS types listed, selected by installer to suit horizontal <br /> piping hangers and building attachments, in accordance with MSS SP-69 and manufacturer's <br /> published product information. Use only one type by one manufacturer for each piping service. <br /> Select size of hanger rod attachments to suit hanger rods. Provide copper-plated hanger rod <br /> attachments for copper piping systems. <br /> Steel Clevises: MSS Type 14. <br /> Swivel Turnbuckles: MSS Type 15. <br /> Malleable Iron Sockets: MSS Type 16. <br /> Steel Weldless Eye Nuts: MSS Type 17. <br /> 2.4 BUILDING ATTACHMENTS <br /> A. Except as otherwise indicated, provide factory-fabricated building attachments complying with <br /> ANSI/MSS SP-58, of one of the following MSS types listed, selected by Installer to suit building <br /> substrate conditions, in accordance with MSS SP-69 and manufacturer's published product <br /> information. Select size of building attachments to suit hanger rods. <br /> Concrete Inserts: MSS Type 18 <br /> Top Beam C-Clamps: MSS Type 19 <br /> Side Beam or Channel Clamps: MSS Type 20. <br /> CEA#18010 SUPPORTS,ANCHORS AND SEALS 23 05 30-3 <br /> COPYRIGHT©2018 CONSULTING ENGINEERING ASSOCIATES, INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.