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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 />Wind Speed <br />Mean Height <br /> <br />Rogers Signs <br /> <br />Project <br /> <br />Beall Insurance <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 pst <br />Shape Factor (SF) 1.20 Total Pressure = WP*SF 49.87 pst <br /> <br />.5 <br />~ <br />N <br /> <br />Letter Height (in) <br />Letter Width (in) <br />Area <br /> <br />Number at Bolts <br />Shear Value <br />Tension Value <br />Shear per bolt <br />Tension per bolt <br /> <br />Sbin <br /> <br />BEALL INSURANcE <br /> <br />. <br />813.788.5900 ~~ <br /> <br /> <br />...~ = (.:?_'. D"~ <br />\"'~\C) <br /> <br /> <br />2 ft 0 in <br />7 ft 6 in <br />15 sq ft <br /> <br />Connection Notes: <br />Use minimum (6) - 3/8" dia. lag bolts with a <br />minumum 2" embedment depth into structural <br />wood backing for sign attachment to existing pylon <br />(supported by 8" x 8" PT wood posts). <br /> <br />6 <br />270 Ibs <br />352 Ibs <br />= Area * 10 psf <br />=Pressure * Area <br /> <br />25.00 Ibs <br />124.67 Ibs <br /> <br />Bolt Value=Shear per bolt 1 Shear Value + Tension per Bolt / Tension Value <br /> <br />IBolt Value <br /> <br />0.45 < 1.00 O.K. <br /> <br />t <br /> <br />~~~. <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 />