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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: A.D.S. SIGNS, INC. <br />CHANNEL LETTERS <br /> <br /> <br />07/28/04 <br /> <br />LOCATION: <br /> <br />JOB WHATABURGER <br />SHEET NO. 1 <br />CALCULATED BY PDK <br />CHECKED BY <br />SCALE <br />ZEPHYRHILLS <br /> <br />OF <br />DATE <br />DATE <br /> <br />.? <br /> <br />WIND = <br /> <br />SIGN <br />MAX <br /> <br />34.8 PSF 130 MPH <br />SIGN DIMENSIONS = 1.50 x <br /> <br />AREA(SF)* P (K/SF) = P (K) <br /> <br />2.9 0.035 0.10 <br /> <br />HEIGHT <= 30 <br />1.90 Ff <br /> <br />.r. 4 IN II <br />MAX 1 <br /> <br />GRAVITY: <br /> <br />est. 2.9 #/SQFf <br /> <br />1.50 Ff <br /> <br />1 <br /> <br /> <br />12 IN'J <br />MINIMUM <br /> <br />t <br /> <br />T = P/BOLTS = <br /> <br />0.050 K/BOL T <br /> <br />At = T/20 = <br /> <br />0.002 SQIN <br /> <br />P = A *W a = <br /> <br />0.008 KIPS <br /> <br />T= <br /> <br />0.001 K/BOLT <br /> <br />At = T /20 = <br /> <br />0.000 SQIN <br /> <br />V= <br /> <br />0.002 K/BOLT <br /> <br />.j':' ~'i~. '~I:~i B1~) <br />\.- ,~._._.._.__.. - _. . .-,'-' I\./ <br />0' q -.".. PT '" .,., .~. -" . <br />~:_~C~\___... j~-'~ - . <br /> <br />SHEAR: <br /> <br />Av=V/lO= <br /> <br />0.000 SQIN <br /> <br />BOLT OPTIONS TO SUIT WALLS: <br />3/8 "f/J ALL THREAD THRU BOLTS <br />3/8 "f/J TOGGLE BOLTS <br />3/8 "f/J THUNDER BOLTS <br />3/8 "f/J LAG BOLTS W/ SHIELDS <br />3/8 "f/J EXPANSION ANCHORS <br />1 ROWS AT 2 BOLTS EACH <br />TOTAL OF 2 BOLTS PER LETTER MIN. <br /> <br />At =0.078 in^2 <br />Av =0.110 in^2 <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 />