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<br />Architectural Services and <br />Engineering, Inc <br /> <br />24710 State Road 54 <br />Lutz, FI 33559 <br /> <br />(813) 948-2812 <br />Fax: (813) 949-2016 <br /> <br />Name: <br /> <br />AAA Wholesale Signs <br /> <br />Project <br /> <br />First Community Bank <br /> <br />Wind Speed <br />Mean Height <br /> <br />130 mph <br />60 ft <br /> <br />All Wind Loads meet 2006 Supplement with 2004 <br />Florida Buildin Code <br /> <br />Wind Code ASCE 7-02 Exposure C Importance Factor <br />Wind Pressure (WP) 41.56 psf <br />Shape Factor (SF) 1.20 Total Pressure = WP*SF 49.87 psf <br /> <br />FIRST COMMUNITY BANI( <br />OF AMERICA <br /> <br /> <br />l____._____. <br /> <br />Letter Height (in) <br />Letter Width (in) <br />Area <br /> <br />Number of Bolts <br />Shear Value <br />Tension Value <br />Shear per bolt <br />Tension per bolt <br /> <br />-.- <br />, <br /> <br />-. <br />,,' <br /> <br /> <br />3ft <br />10ft <br />31.667 sqft <br /> <br />2 in <br />o in <br /> <br />Connection Notes: <br />Use minimum (8) - 3/8" dia. s/s lag and shields <br />with a minumum 2" embedment depth into <br />structural blocking. <br /> <br />8 <br />270 Ibs <br />352 Ibs <br />= Area * 10 psf <br />=Pressure * Area <br /> <br />39.58 Ibs <br />197.391bs <br /> <br />Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> <br />IBolt Value <br /> <br />0.71 < 1.00 O.K. <br /> <br />I <br /> <br />~~ <br />LI!~t!O:3 <br /> <br />General Notes: Connection design only All wind load calculations <br />based on code reference section 1609, which references ASCE 7, <br />Shape factor are determined per ASCE 7. If site conditons differ <br />from stated reference contact Architecutural Services and <br />Engineering, Inc <br /> <br />Robert W. Wall, PE <br />FI Reg #46021 <br />