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Nov 20 2009 2:14PM Rogers' Sign Corp 352 - 799 -6994 p.4 <br /> Architectural Services and 24710 State Road 54 (813) 948 -2812 <br /> Engineering, Inc Lutz, Fl 33559 Fax: (813) 949 -2016 <br /> Name: Roger +'s Signs Project Florida Traditions Bank <br /> Wind Speed 1 0 mph All Wind Loads meet 2009 Supplement with 2007 <br /> Mean Height 0 ft Florida Building Code <br /> Wind Code AS E 7 -05 Exposure C Importance Factor 1 <br /> Wind Pressure (WP) 45.60 psf <br /> Shape Factor (SF) 1.20 Total Pressure = WP *SF 54.72 psf <br /> ._._____..., ......_...�..�._�..__.�____�:._ t sa to • _- .__._... _ _._------ _..._.._.._._____�_.__ _ _ _...____. <br /> FLORIDA. T A <br /> Letter Height (in) 1 ft 0 in Connection Notes: <br /> Letter Width (in) 1 ft 0 in Use a minimum (3) - 1/4" Dia. Threaded studs with <br /> Area 1 sq ft a minimum 2" emb. Depth drilled and eposied into <br /> structural masonry wall using structural Simpson <br /> Number of Bolts 3 SET Epoxy for each letter <br /> Shear Value 62.6 Ibs <br /> Tension Value 107.5 Ibs <br /> Shear per bolt = Area * 10 psf 3.33 Ibs <br /> Tension per bolt = Pressure * Area 18.24 Ibs <br /> Bolt Value =Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> (Bolt Value 0.22 < 1.00 O.K. <br /> 1 <br /> General Notes: Connection de only All wind load calculations ' ,r ?� p <br /> based on code reference sectitbn 1609, which references ASCE 7. W y , t,* ,r;.... <br /> Shape factor are determined per ASCE 7. If site conditons differ ;I+ <br /> from stated reference contactArchitecutural Services and <br /> Engineering, Inc. r; .+'. <br /> • <br /> ._. .. ' <br /> RO 1! 1 t E <br /> Fl Reg #46021 <br />