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EnCon Services, Inc. <br /> Awning Design Calculations <br /> Job Description PREPARED BY: EnCon Services, Inc. <br /> Taco Bell 2272 Jaudon Road <br /> 7313 Gall Rd Dover, FL 33527 <br /> Zephyrhills, Florida 813 - 655 -3373 <br /> Canopy 9' -2" x 6' -5" F 813- 655 -9814 <br /> Design per 2004 Florida Building Code, 2006 supplement, Section 16 Wind Load <br /> ASCE 7 -02 Aaron Biedenbach, P.E. <br /> Design Specifications <br /> 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 110 mph <br /> GCp -Gcpi 1.28 Zone 4, h < 60 <br /> Wind Pressure 27.8 (psf) <br /> Canopy Information <br /> Height 1.00 (ft) <br /> Width 9.17 (ft) <br /> Thickness 6.42 (ft) <br /> Distance grade to top 30 (ft) <br /> Wind Sheer Force 178.2 (Ib) <br /> Weight of Awning 588.5 (Ib) <br /> Uplift Force = 614.9 (Ib) ! Z� <br /> Total Tension Force = 254.4 (Ib) <br /> Required Provided <br /> Fastener size (Nominal) 1/2 1/2 <br /> Minimum number of fasteners 8 8 <br /> Sheer Force per fastener (Ib) 76.9 300 <br /> Tension Force per fastener (Ib) 31.8 500 <br /> Combination Tension and 0.32 <1 O.K. <br /> Sheer ratio <br /> FASTENERS TO BE 112" DIA. GRADE 8 THRU -BOLTS THROUGH 2 "X2 "X3/16" STL ANGLE SPANNING WALL FRAMING <br /> WITH BLOCKING PER BUILDING STRUCTURAL. <br /> 1/29/2009 <br /> Taco Bell Zephyrhills 9 -2 x 6 -5 canopy <br />