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10-10821
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10-10821
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Last modified
2/7/2011 10:38:46 AM
Creation date
2/7/2011 10:38:44 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
10-10821
Building Department - Name
CASELNOVA,MICHAEL & ANGELA
Address
7209 GREENSLOPE DR
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EnCon Services, Inc. <br /> Sign Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Florida Hospital Zephyrhills Sleep Lab 2272 Jaudon Road <br /> 8209 Green Slope Dr. Dover, FL 33527 <br /> Zephyrhills, Florida 813 - 655 -3373 <br /> 4' x 14' wall sign 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 /> Design Specifications 1 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 1 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 33.0 (psf) <br /> Sign Information <br /> Height 4.00 (ft) <br /> Width 14.00 (ft) rrrrrP <br /> Thickness 1.00 (ft) ll' <br /> gIEDF ° � ° A <br /> Distance grade to top 30 (ft) � Q H cr <br /> � <br /> .�o ;•NG ENg F •• • may <br /> Wind Sheer Force 132.12 (Ib) ■ • �' 4 9 • <br /> Weight of Sign 560 (Ib) NO 529 • <br /> • <br /> Total Sheer Force = 575.37 (Ib) ;* _ ; �, • ■• <br /> � •* • <br /> Total Tension Force = 1849.69 (Ib) • �►'• • 4 t , A � `��� <br /> Required Provided •$ SION pX 10 % � <br /> Fastener size (Nominal) 3/8 3/8 <br /> Minimum number of fasteners 8 8 <br /> Sheer Force per fastener (Ib) 71.9 280 <br /> Tension Force per fastener (Ib) 231.2 352 <br /> Combination Tension and 0.91 <1 O.K. <br /> Sheer 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 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 /> 8/8/2010 <br /> Florida Hospital Zephyrhills Sleep Lab 4 x 14 WS <br />
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