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<br />.~~ <br />OF <br />DATE z-13==t7 <br />DATE <br /> <br />SILCOX ENGINEERING, INC. <br />Post Office Box 8574 <br />Tampa, Florida 33674-8574 <br />(813) 238-9755 <br />(813) 237-2141 Fax <br />CLIENT: C- <br /> <br />JOB SU~\'\"'SC- <br />SHEET NO. I <br />CALCULATED BY 7K. <br />CHECKED BY <br />SCALE <br />LOCATION: Z (,..(.<;. <br /> <br /> <br />WIND = 35 PSF 110 MPH HEIGHT = 20 <br />RACEWAY DlMENSIONS= 1.50 x 14.00 T <br /> <br />SIGN AREA(SF)* P (K/SF) = P (K) <br />21.0 0.035 0.74 <br /> <br />T = PIBOLTS = <br /> <br />0.147 KIBOLT <br /> <br />1.50 FT <br /> <br />At = T/20 = <br /> <br />0.007 SQlN <br /> <br />GRA VlTY: <br /> <br />20 #/SQFT <br /> <br />est. <br /> <br />P = A*Wa= <br /> <br />0.420 KIPS <br /> <br />T= <br /> <br />0.196 K/BOL T <br /> <br />At = T/20 = <br /> <br />0.010 SQlN <br /> <br />SHEAR: <br /> <br />v= <br /> <br />0.042 K/BOL T <br /> <br />Av=V/10= <br /> <br />0.004 SQlN <br /> <br />BOLT OPTIONS TO SUIT WALLS: <br />318 "fjJ ALL THREAD THR U BOL TS <br />318 "fjJ TOGGLE BOLTS <br />318 "fjJ THUNDER BOLTS <br />318 "fjJ LA G BOLTS WI SHIELDS <br /> <br />2 ROWSAT <br /> <br />5.0 BOLTSEACHAT <br /> <br />WIND = 110 MPH "1994 SBC-ASCE 7-93 TABLES 1,4,5,6,8,13." <br />V= 110 1= 1.05 EXP= B Kz= 0.42 <br />GH = 1.59 Cf= 1.3 M/N = 9.3 <br />= 0.00256*Kz*GH*Cf* I*V ^2. 29.6 PSF USE 35 PSF <br /> <br /> <br />.. 6 IN.. <br />, MAX.~ <br /> <br />8 IN.. <br />~. <br /> <br /> <br />16 IN <br /> <br />At =0.078 in^2 <br />Av =0.110 in^2 <br /> <br />3.0 +1- O.C <br /> <br />4Y:r <br />/],r11:-11 <br />