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i <br />� ..�-°. <br /> � <br /> A S and E, inc 24710 State Road 54 (813)948-2812 � <br /> Lutz, F133559 Fax: (813) 949-2016 <br /> � <br /> Name: American Petroleum Project Surgery Center � <br /> � <br /> a <br /> Wind Speed 150 mph All Wind Loads meet with the 2010 Fiorida Buiiding � <br /> Mean Height 60 ft Code <br /> Wind Code ASCE 7 Expasure C Wind Category ii <br /> Wind Pressure (WP) 35.96 psf � <br /> GCp= 1.40 Total Pressure = WP"SF 50.35�p f <br /> ALL��'OKK�HALL COn4PLY WITH ALL <br /> FREVAILING CODES,FLORIDA BUILDING � <br /> CO�E,NATIONAL ELECTRIC CODE AND � <br /> CI"I'Y OF ZEPHYRHII,LS ORDINANCES � <br /> North Elevation I <br /> � � <br /> I <br /> �. � .,,� _ � <br /> �� �_ ; <br /> . ;: �t� _ <br /> � <br /> � <br /> � <br /> � <br /> ,� <br /> Letter Height (in) 2 ft 6 in Connection Notes: ij <br /> Letter Width (in) 2 ft 6 in Use a minimum (5)stainless steel#14 Tek screws (or <br /> Area 4.6875 Sq ft Self Tappin Screw Equivalent) into minimum structural <br /> metal backing for each letter ! <br /> � <br /> � <br /> Number of Bolts 5 <br /> Shear Value 203 Ibs <br /> Tension Value 110 Ibs <br /> Shear per bolt = Area * 10 psf 9.38 Ibs <br /> Tension per bolt =Pressure *Area 47.20 Ibs <br /> Bolt Value=Shear per bolt/Shear Value + Tension per Bolt/Tension Value 3 <br /> Bolt Value 0.48 < 1.00 O.K. � <br /> � <br /> ; <br /> ; <br /> General Notes: Connection design only. All wind load calculations ' <br /> based on code reference section 1609, which references ASCE � <br /> 7. Shape factor are determined per ASCE 7. Ifi site conditons ' <br /> differ from stated reference contact A S and E, Inc, (813)948- <br />_ 28,2. j� <br /> Robert W. Wall, PE <br /> FI Reg#46021 <br />