My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
18-20097
Zephyrhills
>
Building Department
>
Permits
>
2018
>
18-20097
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/30/2019 7:38:53 AM
Creation date
5/28/2019 12:45:33 PM
Metadata
Fields
Template:
Building Department
Company Name
SAN ANTONIO CF CREDIT UNION
Building Department - Doc Type
Permit
Permit #
18-20097
Building Department - Name
SAN ANTONIO CF CREDIT UNION
Address
7301 GALL BLVD
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
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
EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> San Antonio Citizens Federal Credit Union PO Box 3613 <br /> 7301 Gall Blvd Apollo Beach,FL 33572 <br /> Zephyrhills, FL 33541 P 813-655-3373 <br /> 36"x 132"Wall-Sign F 813-655-9814 <br /> Design per Florida Building Code,6th Edition(2017),Section 16 Wind Load, FLEB#9394 <br /> ASCE 7-10, Load Case: D+0.6W <br /> Design Specifications Nathan P. Presnell, PE <br /> Risk Category II FLPE 77696 <br /> Kzt 1 <br /> Exposure Factor C <br /> Kd 0.85 <br /> Kz 0.98 ,�1{pl{IIIIII///II <br /> V 150 (mph) �•°`N p pR �46- <br /> ) 1.1 Zone 4, H<60 Feet C E IV*--. <br /> Wind Pressure 52.8 (P <br /> 2Q' No 77696 <br /> Sign Information <br /> Height 3.00 ft 9 STAT OF •�(% <br /> Width 11.00 ft Thickness (ft) •. «<(((%%% <br /> Distance grade to top 0.67 <br /> 30 ft ,,, �O�R�0 ���``` <br /> Wind Shear Force 63.65 (lb) <br /> Weight of Sign 330 (lb) DATE SIGNED: <br /> Total Shear Force= 336.08 (lb) 7/11/2018 <br /> Total Tension Force= 1045.02 (lb) <br /> Required Provided <br /> Fastener size Nominal 3/8 3/8 <br /> Minimum number of fasteners 6 6 <br /> Shear Force per fastener lb 56.0 280 <br /> Tension Force per fastener(lb) 174.2 352 <br /> Combination Tension and 0.69 <1 O.K. <br /> Shear ratio <br /> THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD,SEE CHART BELOW <br /> FOR APPROPRIATE ANCHOR SELECTION.SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. <br /> WALL STRUCTURE ANCHOR TYPE <br /> WOOD BLOCKING LAG BOLT(3"EMBEDMENT)THROUGH BLOCKING <br /> EIFS OVER 518'PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE <br /> HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-1IT EMBEDMENT) <br /> SOLID CONCRETE WEDGE ANCHOR(2-112'EMBEDMENT) <br /> CMU,SOLID CONCRETE,BRICK HILTI HIT ROD W1 HY-70 ADHESIVE(3112'EMBEDMENT) <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS <br /> 7/11/2018 <br /> San Antonio Citizens Federal Credit Union Zephyrhills 36in x 132in Wall Sign <br />
The URL can be used to link to this page
Your browser does not support the video tag.