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. A S and E, Inc 24710 State Road 54 (813) 948-2812 <br /> Lutz, FI 33559 Fax: (813) 949-2016 <br /> Name: American Petroleum Project Florida Medical <br /> Wind Speed 130 mph All Wind Loads meet 2009 Supplement with 2007 <br /> Mean Height 60 ft Florida Buildin Code <br /> Wind Code ASCE 7-05 Exposure C Importance Factor � <br /> Wind Pressure (WP) 35.32 psf <br /> Shape Factor (SF) 1.80 Total Pressure = WP*SF 63.58 psf <br /> �s-o <br /> -���-Y �� � .��� �Z:_�l <br /> �°�M � • �� ����+;_, �. <br /> � Florida Medica ����� _� __ � <br /> 1 (;�'�� �_ � _ <br /> ALL WORK SHALL COMPLY WITH ALL <br /> PREVAILING CODES, FLORIDA BUILDING <br /> CODE, NATIONAL ELECTRIC CODE AND <br /> Letter Height (in) 2 ft 6 in Connection Notes: <br /> Letter Width (in) 2 ft 6 Irl Attach each letter to the existing structure with (8) 1/4" <br /> Area 6.25 Sq ft Lag screws per letter into plywood blocking. <br /> OR <br /> Use (4) 1/4" Lag Screws into structural wood blocking <br /> Number of Bolts $ uvith a 1" embedment depth into structural blocking <br /> Shear Value 70 Ibs <br /> Tension Value 60 Ibs <br /> Shear per bolt = Area * 10 psf 7.81 Ibs <br /> Tension per bolt =Pressure * Area 49.67 Ibs <br /> Bolt Value=Shear per bolt / Shear Value + Tension per Bolt / Tension Value <br /> Bolt Value � 0.94 < 1.00 O.K. � <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 A S and E, Inc, (813) 948-2812 <br /> 6 <br /> Robert W. Wall, PE <br /> FI Reg #46021 <br />