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<br />I I <br /> <br />I <br /> <br />Archit~ctural Services Engineering, Inc 24710 State Road 54 <br />Lutz, FI 33559 <br /> <br />(813) 948-2812 <br />Fax: (813) 949-2016 <br /> <br /> <br />Lott Sign <br />Papa Johns <br /> <br />Robert W. Wall, PE <br />Structural Engineer, FI Reg #46021 <br /> <br />130 mph <br />60 ft <br /> <br /> <br />Wind Pressure (WP) <br />Shap Factor (SF) <br /> <br />41.5551 pst <br />1.5 Total Pressure = WP*SF <br /> <br />62.3326 pst <br /> <br />Comp nts and cladding in accordance with Florida Building Code(2004 ed.) Section 1609 <br />WIND ASCE COASTAL EX~~URE C <br />-MY'-- 'l ~ <br />~ M-'- CO:u-\)~G, <br />~G~ L~1)U ~G~ <br />,\"u \.,~ V\Jl-JlS-, \..u~ <br />L ~R\cp..1>, \' CO\)~S <br />c x,c'\ '~\cp...\.,-' <br />~ 1',C\\1~~ <br /> <br /> <br />ill! <br /> <br /> <br />ft~m:w OATE, t.f t /"2 <br />ClrYOFzE.PHYRHI.L~... .-1)..' . <br />DING OFFJCJAJf.J (( <br />~~. <br /> <br />. <br /> <br />Letter eight (in) <br />Letter idth (in) <br /> <br />3ft <br />7ft <br /> <br />BUILDING SHAL WITH <br />ALL APPLiCABLE CIIT OF <br />ZEPHYRHILLS ORDINANCE. <br /> <br />o in <br />6 in <br /> <br />Numbe ot Bolts <br /> <br />6 <br /> <br />Shear Value <br />Tension Value <br /> <br />770 Ibs <br />400 Ibs <br /> <br />Area <br /> <br /> <br />Shear er bolt <br />T ensio per bolt <br /> <br />= Area * 1 0 pst <br />=Pressure * Area <br /> <br />37.50 Ibs <br />233.75 Ibs <br /> <br />Bolt Val e=Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> <br />Bolt Va ue <br /> <br />0.63 < 1.00 O.K. <br /> <br />Use 6 - /8" dia. Simpson Sleeve-All anchor bolts with a minimum 1-1/2" embedment depth <br />into stru tural concrete blocking for attaching wall sign to brick wall. <br /> <br />All wind I ads are designed per ASeE 7-02. <br /> <br />