My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
15-16599
Zephyrhills
>
Building Department
>
Permits
>
2015
>
15-16599
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/15/2016 10:35:15 AM
Creation date
6/15/2016 10:33:31 AM
Metadata
Fields
Template:
Building Department
Company Name
SYBEA,INC (ARBY'S)
Building Department - Doc Type
Permit
Permit #
15-16599
Building Department - Name
SYBEA, INC (ARBY'S)
Address
7446 GALL BLVD
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
15
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 Se vices, Inc. � <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br />� Arby's#5906 2272 Jaudon Road <br /> 7446 Gall Blvd. Dover, FL 33527 <br /> Zephyrhills, Florida P 813-655-3373 <br /> 5'-1"raceway wall sign F 813-655-9814 <br /> Design per Florida Building Code,5th Edition(2014),Section 16 Wind Load, FLEB#9394 <br /> ASCE 7-10, Load Case: D+0.6W . � <br /> Design Specifications � <br /> Risk Category II <br /> Kzt 1 <br /> Exposure Factor C <br /> Kd 0.85 <br /> Kz 0.98 <br /> V 150 (mph) ````����1111111IUI/I//�j��,' <br /> `��. N P. PRF '�,. <br /> GCp-GCpi 1.4 Zone 5, H <60 Feet �O P..••E•• .. s �i� - <br /> Wind Pressure 67.2 (psfl ��'��'��,�C NSF'•���� <br /> ?Q:' No 776 �:� ' � <br /> = . _ <br />� _ * . . _ <br /> Sign Information � ^ � * � <br /> Height 2:00 (ft) � �� � <br /> � ,A•� • � <br /> Width 5.08 (ft) � O.�• ST TE OF • � : <br /> - Thickness 1.00 (ft) � �i����•��.0 R 10 P•' ������ <br /> Distance grade to top 30 (ft) � ''',,�s'S'�NAL'���o` <br /> n,�mn►� <br /> Wind Shear Force 80.61 (Ib) <br /> Weight of Sign 102 (Ib) DATE SIGNED: <br /> Total Shear Force= 130.01 (Ib) 9/1/2015 <br /> Total Tension Force= 409.49 (Ib) <br /> Reqwre Provi e � <br /> - Fastener size(Nominal) 3/8 3/8 <br />, Minimum number of fasteners 4 4 <br /> Shear Force per fastener(Ib) 32.5 280 <br /> Tension Force per fastener(Ib) 102.4 � 352 <br /> Combination Tension and 0.41 <1 O.I. <br /> Sheer ratio <br />' THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. I I 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°EMBEDMEN�1`HROUGH BLOCKING <br /> EIFS OVER 518'PLYWOOD LIBERTY TOGGLE BOLT OR HRU BOLT WITH SLEEVE <br /> HOLLOW CONCRETE BLOCK,BRICK SLEEVE ANCHOR(1-112"EMBEDMENT) <br /> SOLID CONCRETE WEDGE ANCHOR(2-112"EM EDMEN� <br /> CMU,SOLID CONCRETE,BRICK HILTI HIT ROD WlHY-20 ADH�SIVE(31/2'EMBEDMEN� <br /> � ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WI H MANUFACTURERS INSTALLATION INSTRUCTIONS ' <br /> , <br /> 9/1/2015 <br /> Arbys 5906 Zephyrhills 5-1 RW <br />� <br />
The URL can be used to link to this page
Your browser does not support the video tag.