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04-3570
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04-3570
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Last modified
3/6/2009 3:22:06 PM
Creation date
2/8/2007 9:54:07 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
04-3570
Building Department - Name
MACCA,CHRISTOPHER
Address
38031 NORTH AV
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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, J, OF <br />CALCULATED BY PDK <br />CHECKED BY <br />SKA # 04.03334 J( JOB # 2 <br /> <br />6 <br />DATE _10/14/04 <br />DATE <br /> <br />WIND = 34.8 PSF 130 MPH HEIGHT = 30 <br />RACEWAY DIMENSIONS = 1.40 x 12.60 T <br /> <br />SIGN AREA(SF)* P (K/SF) = P (K) <br /> <br />17.6 0.035 0,61 <br /> <br />T = P/BOLTS = <br /> <br />0.153 K/BOLT <br /> <br />At = T/20 = <br /> <br />0.008 SQIN <br /> <br />GRAVITY: <br /> <br />est. <br /> <br />20 #/SQFT <br /> <br />P = A*Wa = <br /> <br />0.353 KIPS <br /> <br />T= <br /> <br />0.191 K/BOLT <br /> <br />At = T/20 = <br /> <br />0.010 SQIN <br /> <br />SHEAR: <br /> <br />v= <br /> <br />0.044 K/BOLT <br /> <br />Av= VIlO = <br /> <br />0.004 SQIN <br /> <br />BOLT OPTIONS TO SUIT WALLS: <br />318 "rjJ ALL THREAD THRU BOLTS <br />318 "rjJ TOGGLE BOLTS <br />318 "rjJ THUNDER BOLTS <br />318 "rjJ LAG BOLTS WISHIELDS <br /> <br />2 ROWSAT <br /> <br />4.0 BOLTS EACH AT <br /> <br />., 5INr 8INr <br />'MAX. <br /> <br />1.40 FT <br /> <br />/' <br /> <br /> <br />I <br /> <br />6IN <br /> <br />D~rc: <br />!/:> l;: PI <br />eVIl '- .j' '. <br />_""l!,~ ",' <br />.. IIVGD ~ . 'J ,~. <br />'12 fJ ' <br />l'.~~ <br />01,.:;',- <br />vl:;O..-.... <br /> <br />.........~~, <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 V.N.O. <br /> <br />At =0.078 in^2 <br />Av =0.110 in^2 <br /> <br />5.0 +1- O.c. <br /> <br />
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