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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: CB Sign Service Project: Planet Fitness <br /> Wind,Speed 140 mph All Wind Loads meet 6th Edition 2017 Florida <br /> Mean Height: 60' ft Building Code <br /> Wind..Code ASCE 7-10 Exposure C Rick Category II <br /> Wind Pressure-(WP) 48.19. psf. <br /> GCp = 1 40 Total Pressure = WP*SF 67:47 psf <br /> 18•a M' <br /> CWV OF ZV107XI <br /> pla t <br /> Qne <br /> (n <br /> ... fitn.ess . <br /> Letter Height (in)' 3 ft 8-in: Connection Notes: For-Each Letter. . <br /> Letter Width (in) 3 ft 8 in Use minimum (5)-3/8. dia. s/s lag screws with'a <br /> Area 13.444 .sq ft minumum 2"embedment depth:into structural <br /> blocking. Or:use minimum (5)-.3/8"dia: Simpson <br /> Sleeve-All anchor bolts with a minimum 1:1/2" <br /> Number of Bolts 5 embedment depth into structural concrete <br /> blocking. Or use minimum (5)=3/8"dia: s/s <br /> threaded thru bolts with minimum 2"square <br /> Shear Value 160 Ibs washers into structural.2x6 wood blocking:,: <br /> Tension Value 240 Ibs <br /> Shear per bolt = Area 10 psf 26.89 Ibs <br /> Tension per bolt =Pressure * Area 108.85 Ibs <br /> Bolt Value=Shear per bolt/ Shear Value + Tension per Bolt/ Tension Value <br /> Bolt Value 0.62 < 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 Sand E, Inc. <br /> k. 1 <br /> Robert W. Wall, PE <br /> FL Reg#46021 <br />