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i <br /> �.fi�S and E, Inc. 24710 State Road 54 (813)948-2812 <br /> Lutz, F133559 Fax: (813)949-2016 <br /> Name: Signarama Project Teddy Bears Learning Center <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 Risk Category it <br /> Wind Pressure (WP) 48.19 psf <br /> GCp = 1.40 Total Pressure = WP*SF 67.47 psf <br /> 3-W <br /> JLE-- ---,4A-R.-N- 1-N--Gil <br /> Connection Notes: For Each Raceway <br /> 1,I Use minimum (8)-3/8"dia. lag screws with a <br /> VIEW DATE minumum 2"embedment depth into structural <br /> C� OF ZEPHYRNiLL blocking. Or use(8)-3/8"dia. threaded thru bolts <br /> PLANE AM F-R with 2"steel square washers into structural 2x4 <br /> wood blocking between studs. <br /> p,LLWORK SHAL-O�3F t <br /> Letter Height in 1 ft ASUIW <br /> 9 ( ) CODES C'iRlC C ftnnection Notes: Logo Wall Sign <br /> Letter Width (in) 14 ft NA 10 OF ZEP imum (4) -3/8"dia. lag screws with a <br /> minumum 2"embedment depth into structural <br /> Area 17.208 Sq ,NpNCES ood blocking. Or use(4)-3/8"dia. threaded thru <br /> Number of Bolts 6 bolts with 2"steel square washers into structural <br /> Shear Value 160 Ibs 2x6 wood blocking between studs. <br /> Tension Value 350 Ibs <br /> Shear per bolt =Area * 10 psf 28.68 Ibs <br /> Tension per bolt =Pressure *Area 116.11 Ibs <br /> Bolt Value=Shear per bolt/Shear Value + Tension per Bolt/Tension Value <br /> Bolt Value 0.51 < 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. <br /> Robert W. Wall, PE <br /> FI Reg#46021 <br />