My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
11-12102
Zephyrhills
>
Building Department
>
Permits
>
2011
>
11-12102
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/10/2012 9:15:41 AM
Creation date
5/10/2012 9:15:37 AM
Metadata
Fields
Template:
Building Department
Company Name
GALL BOULEVARD LAND TRUST
Building Department - Doc Type
Permit
Permit #
11-12102
Building Department - Name
GALL BOULEVARD LAND TRUST
Address
6020 GALL BLVD
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
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 /> Family Dollar 2272 Jaudon Road <br /> 6020 Gall Blvd. Dover, FL 33527 <br /> Zephyrhills, Florida 813-655-3373 <br /> 34 1/2" Cloud Word Unit w/ Backer Panel F 813-655-9814 <br /> Design per 2007 Florida Building Code, 2009 supplement, Section 16 Wind Load <br /> ASCE 7-05 Aaron Biedenbach, P.E. <br /> Desi n Specifications FL PE #52949, FL EB 9394 <br /> Importance Factor 1 OH PE 60756, OC #01893 <br /> Kzt 1 KY PE #20281, P#2463 <br /> Exposure Factor B IN PE #PE 19600322 <br /> Kd 0.85 FL CBC #060535, QB #22527 <br /> Kz 0 7 <br /> V 120 (mph) <br /> GCp-GCpi 1.28 Zone 4, H< 60 Feet <br /> Wind Pressure 28.1 (psf) <br /> Si n Information <br /> Hei ht 4.21 ft <br /> W idth 11.25 ft <br /> Thickness 1.00 ft 1' � 1 � �������i�� <br /> Distance rade to to 30 ft �i B�EdE�/ � <br /> i <br /> r a r <br /> ��` � • G E N S F '4 � � <br /> . <br /> Wind Sheer Force 118.20 (Ib) ♦ Q •�� ' -• <br /> • <br /> Weight of Sign 300 (Ib) � Q � � : * � <br /> Total Sheer Force = 322.45 (Ib) � * • No � � <br /> . . • ,. <br /> . W <br /> � T �/ : <br /> Total Tension Force = 1329.73 (Ib) � O ,�G S / O P :�_`�� <br /> i��•� �OR .•�� ``� <br /> eqwre rovi e � S ������ ► <br /> Fastener size Nominal 3/8 3/8 %, S� � N A� ��►� <br /> Minimum number of fasteners 6 6 <br /> Sheer Force er fastener Ib 53.7 280 <br /> Tension Force er fastener Ib 221.6 352 <br /> Combination Tension and 0.82 <1 O.K. <br /> Sheer ratio <br /> THREADED ROD THROUGH 2"u2"x3/16" STEEL ANGLE BRACING BEHIND WALL FRAMING IS PREFERRED IN ALL INSTANCES. <br /> IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION. SIZE AND <br /> 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 5!8" PLYWOOD LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE <br /> HOLLOW CONCRETE BLOCK, BRICK SLEEVE ANCHOR (1•1/2" EMBEDMENT) <br /> SOLID CONCRETE WEDGE ANCHOR ( 2-1/2" EMBEDMENT) <br /> CMU, SOLID CONCRETE, BRICK HILTI HIT ROD W/HY-20 ADHESIVE (31/2" EMBEDMENT) <br /> ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION <br /> INSTRUCTIONS <br /> 6/13/2011 <br /> Family Dollur FDC 3710 Zephyrhills 34in word unit new design <br />
The URL can be used to link to this page
Your browser does not support the video tag.