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<br />Architectural Services 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 />Project: <br /> <br />Apple Signs <br />Beef "0" Brady's <br /> <br />Wind Speed <br />Mean Height <br /> <br />~ AO:YVfnc:Jl.p~C#$...m.~~t.2qo.~..:...' <br />~ 'BI9r~~~}~lii'~fng.qgc#~r.?:.'..':...>..: <br /> <br />Robert W. Wall, PE <br />Structural Engineer, FI Reg #46021 <br /> <br />..'_.......'..,'... "., <br />". -.._'..... <br />.. .............. <br /> <br />Wind Pressure (WP) <br />Shape Factor (SF) <br /> <br />41.5551 pst <br />1.5 Total Pressure = WP*SF <br /> <br />. 62.3326 pst <br /> <br />Compents and cladding in accordance with Florida Building Code(2001 ed,} Section 1606 <br />WIND ASCE COASTAL EXPOSURE B <br /> <br /> <br />..L. "-/."............. <br />ili:v Al.LL"GC~:::~ ~.-~.., L j WiTliALL <br />COOf;, NA nON;{7L~~Rl?A BUIl..DlNc., <br />ClTYOF ~l.ruCCODEANr ' <br />ZEPHYR}fILLS ORDINANCES - . <br /> <br />Letter Height (in) <br />Letter Width (in) <br /> <br />3ft <br />13 ft <br /> <br />10 in <br />5 in <br /> <br />Number of Bolts <br /> <br />8 <br /> <br />Shear Value <br />Tension Value <br /> <br />443 Ibs <br />610 Ibs <br /> <br />Area <br /> <br />51 .4306 sq ft <br /> <br />Shear per bolt <br />Tension per bolt <br /> <br />= Area * 10 psf <br />=Pressure * Area <br /> <br />64.29 Ibs <br />400.73 Ibs <br /> <br />Bolt Value=Shear per bolt I Shear Value + Tension per Bolt I Tension Value <br /> <br />lSolt Value <br /> <br />0,80 < 1,00 Q,K, <br /> <br />Use 8 - 3/8" Dia. threaded thru bolts with minimum 2" square washer into structural 2x4 wood blocking blw studs for <br />raceway sign attachment to wall. <br /> <br />All wind loads are designed per ASeE 7-98, <br /> <br />