My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
19-21136
Zephyrhills
>
Building Department
>
Permits
>
2019
>
19-21136
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/7/2020 11:14:24 AM
Creation date
1/7/2020 11:14:23 AM
Metadata
Fields
Template:
Building Department
Company Name
ZEPHYR COMMONS
Building Department - Doc Type
Permit
Permit #
19-21136
Building Department - Name
SF ZEPHYR COMMNS LP - JERSEY MIKES
Address
7890 GALL BLVD
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
11
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
Eds SeaLs CALCULATIONS F®R WALL-M OUNTFD SIGNS <br /> 1 Wall Sign•Ahehor Deign <br /> Structure Dimensions & Loading <br /> Design wind pressure: P= 35.2 psf <br /> Sign type: Channel Letter <br /> Sign size: A= 2.3 sqft (per letter,critical) <br /> Wall material: Wood CDX or equiv,thickness to match Min Embed <br /> Anchor type/size: #14 Wood Screws or SMS <br /> Ref: APA E830E Fastener Loads for Plywood <br /> Min Embedment: 0.5" <br /> Min edge dist: 2" Min Spacing: 2" <br /> Anchor tensile capacity: Tcap= 112.0 lb (per anchor) <br /> Check Anchors for Pullout <br /> Total Reaction: Rt= 79 lb ...=P*A (per letter) <br /> No. of anchors req'd: n = 0.7 anchors per letter ...=Rt/cap <br /> Total anchors required: 1 anchors per letter <br /> OK,critical anchor option shown. Limit to min(3) per letter, bal. <br /> Ref anchor schedule for other anchor options. <br /> Page 3 <br />
The URL can be used to link to this page
Your browser does not support the video tag.