My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
15-15991
Zephyrhills
>
Building Department
>
Permits
>
2015
>
15-15991
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/17/2015 8:52:16 AM
Creation date
11/17/2015 8:48:57 AM
Metadata
Fields
Template:
Building Department
Company Name
AMERADA HESS CORP
Building Department - Doc Type
Permit
Permit #
15-15991
Building Department - Name
AMERADA HESS CORP
Address
7317 GALL BLVD
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
22
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
s <br /> ; ;���; �����'��� C/�►LCULd�TIOf�15 FOR Wd�LL-IVIOUNTED 51GN5 <br /> � ,,, ea:nea�s.mm <br /> � Wall Sign /�nchor Design <br /> Structure Dimensions & Loading ' <br /> , <br /> � <br /> Design wind pressure: = 35.2 psf i <br /> � <br /> Sign type: Channel Letter i <br /> Sign size: = 3.1 sqft (per letter, critical) <br /> Wall material: Metal Steel studs or extrusions/shapes <br /> Anchor type/size: #14 SMS <br /> ef: Min 18ga studs(grd 33)or 0.090"6063-T6 <br /> in Embedment: Full ; <br /> Min edge dist: 0.75" Min Spacing: 0.5" <br /> Anchor tensile capacity: Tca = 152.0 Ib (per anchor) � <br /> Check Anchors for Pullout � <br /> , Total Reaction: Rt= 10 Ib ...=P*A (per letter) i <br /> No. of anchors req'd: n= 0. anchors per letter ...=Rt/rcap <br /> � i <br /> Total anchors requir d: 1 anchors per lette;r <br /> , OIC,critical anchor option shown. <br /> � Use min (3) per letter. <br /> i <br /> , <br /> i � <br /> � <br /> I <br /> � Page 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.