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A S and E, Inc. 24710 State Road 54 (813) 948 -2812 <br /> Lutz, Florida 33559 (813) 949 -2016 <br /> Name: Chandler Signs Project: Aspen Dental (Sign C) <br /> Wind Speed* 130 mph All Wind Loads meet 2009 Supplement with the <br /> Mean Height* 60 ft 2007 Florida Building Code <br /> Wind Code ASCE 7 -05 Exposure C Importance Factor 1 <br /> Wind Pressure (WP) 41.56 psf <br /> Shape Factor (SF) 1.5 Total Pressure = WP *SF 62.333 psf <br /> Kau <br /> I <br /> Height* 4 ft 0 in Shear Value 613 Ibs <br /> Length* 27 ft 3 in Tension Value 920 Ibs <br /> Under Width* 3 ft 0 in <br /> Number of Bolts* 16 <br /> Load Case 1 <br /> Face Area 109 sq ft <br /> Shear per bolt = Area * 10 psf 68.13 Ibs <br /> Face Tension per bolt = Pressure * Area 424.64 Ibs <br /> Bolt Value =Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> 'Bolts 0.57 < 1.00 O.K. I General Notes: Connection design only. All wind Toad calculations <br /> based on code reference section 1609, which references ASCE 7. <br /> Load Case 2 Shape factor are determined per ASCE 7. If site conditons differ <br /> Under Area 81.75 sq ft from stated reference contact A S and E, Inc. <br /> Vert. Spacing of Bolts* 36 in <br /> Under Tension per Bolt = (Pressure *Area *(Under Width /2)) /(Vert. Spacing Bolts) 318.48 Ibs <br /> Bolt Value =Shear per Bolt/Shear Value + Tension per Bolt / Tension <br /> (Bolts 0.46 < 1.00 O.K. I <br /> Connection Notes: <br /> Use minimum (16) stainless steel #14 tek screws into structural <br /> steel backing. ^ _ , <br /> N1 <br /> !v <br /> Robert W. Wall, PE <br /> Fl Reg #46021 <br />