HomeMy WebLinkAboutSIGN PLANSon Rise Church of Christ - 0.080"aluminum non illuminated panel sign SC
6556 S. US1, Ft. Pierce, FL 34982 By
Glomaster Sign Co. St. �uCle County
4' x 4' FLAT ALUMINUM NON ILLUMINATED PANEL
Son Rise
Church of W
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John J.Orlando PE LLC Conforms to the requirements of the 6th Edition (2017) V
165 Old Ridge Road ofthe Florida Building Code sections 1604,1609,3105,H . lr/.
Macopp, GA 31211 478 731 5394 V(ult) = 160 mph T
jjorl3hdo@cox.net Exposure category=C job 0219GM •
Florida registration# 0044089 Risk category =11 sheet oft ,i�0,�=•9/p A/
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Job name
Job#
Sign company:
Installation location:
Son Rise Church of Christ
0219GM
GloMaster Signs
6556 S. US1,. Ft. Pierce, FL 34982
Section 1609.6.4 of Florida Building Code 2017 applies.
Application of wind pressures using the alternative all heights method for components and cladding
Type of structure:
Occupancy Category:
aluminum panel
Ultimate design wind speed, figure C, FBC 2017, section 1609:
Wind stagnation pressure (qz) per 1609.6.3 FBC 2017
Net Pressure Coeficient (Cnet) from Table 1609.6.2 (1)
Components and cladding not in areas of discontinuity
Wind Pressure
Wind load applied between wall and structure, pulling structure away from wall
Load carried by tension in fasteners connecting structure to wall
II
160 mph
65.5 psf
walls and parapets -1.09
-71.4 psf
- maximum height of structure to be attached
4.00 ft
- maximum width of structure to be attached
1 4.00 ft
- fill factor
1 1.00
- projected area of each component to be attached
16.0 ftA2
-wind load
-1142 Ibs
- design limit tension load per fastener to
377 Ibs
- even number of fasteners minimum of 2 =
-4
- number of fasteners practically required due to structure shape
4
- weight of structure is approximately
16 Ibs
- design limit shear load per fastener to609.
Ibs
- average shear load per fastener =
4.0 Ibs
Mounting surface construction is: stucco; over plywood
Use methods: 1!4" Ta cons
Method - 1/4" x 1 1/4" Tapcon
- depth of embedment in hollow concrete bock = 1 1/4"
- pullout strength = 754 Ibs
- shear strength =1218 Ibs
https://www.tapcon.comaetattachment/4gdc7672-ddfd-4cf5-973d-e0556534ge10/charts oerformancetables bluewhitestainless v0-1 c asox
References:
ASCE 7-10
The 6th Edition (2017) of the Florida Building Code
John J. Orlando PE LLC 0044089
165 Old Ridge Road
Macon, GA 31211
(478)731-5394
Eorlando@cox.net
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