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<br />SILCOX, KIDWELL, & ASSOCIATES, INC. <br />, Certificate of Authorization #8121 <br />Paul D. Kidwell, P.E. Reg. #52683 <br />1802 E. Busch Blvd., Tampa, Florida 33612 <br />813 936-5090 813 936.2180 Fax <br />CLIENT: BAY AREA SIGNS LOCATION: <br /> <br /> <br />JOB ROADRUNNER Oil & lUBE <br />SHEET NO. 1 _ OF <br />CALCULATED BY PDK <br />CHECKED BY <br />SKA # 04.03334 JOB # 1 <br /> <br />6 <br />DATE _10/14/04 <br />DATE <br /> <br />WIND = 34.8 PSF 130 MPH HEIGHT = 30 <br />RACEWAY DIMENSIONS = 2.60 x 17.34 T <br /> <br />SIGN AREA(SF)* P (K/SF) = P (K) <br /> <br />45.1 0.035 1.57 <br /> <br />T = P/BOLTS = <br /> <br />0.261 K/BOLT <br /> <br />At = T/20 = <br /> <br />0.013 SQIN <br /> <br />GRAVITY: <br /> <br />est. <br /> <br />20 #/SQFT <br /> <br />P = A *W a = <br /> <br />0.902 KIPS <br /> <br />T= <br /> <br />0.326 K/BOLT <br /> <br />At=T/20= <br /> <br />0.016 SQIN <br /> <br />SHEAR: <br /> <br />V = 0.075 K/BOLT <br /> <br />Av=VIlO= <br /> <br />0.008 SQIN <br /> <br />BOLT OPTIONS TO SUIT WALLS: <br />318 "r/J ALL THREAD THRU BOLTS <br />318 "r/J TOGGLE BOLTS <br />318 "r/J THUNDER BOLTS <br />318 "r/J LAG BOLTS WISHIELDS <br /> <br />2 ROWS AT <br /> <br />6.0 BOLTS EACH AT <br /> <br />~INr 8 INr <br />MAX. <br /> <br />1,67 FT <br /> <br /> <br />I <br /> <br />61N <br /> <br />!)~I:~ <br />I!')', .'::: p/ <br />f,-'l/1";~. ''-'1/ :('"t. <br />, :... !/\/r. "',,,-,>. ~ I.) r-. <br />~ D,~~ ;'jf <br />'-..,"',' -';..-""", <br />"i",/::/?(:~, <br /> <br />WIND = 130 MPH EXPOSURE = B <br />COMPLIES WITH "2001 FBC - ASCE 7-98 FOR THE 3-SECOND GUST VELOCITY INDICATED ABOVE" <br />CALCULATION AND ENGINEER'S SEAL IS FOR WALL ATTACHMENT ONLY U.N.O. <br /> <br />At =0.078 in^2 <br />Av =0.110 in^2 <br /> <br />3.5 +1- O.c. <br /> <br />