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<br />SMITHBIL T INDUSTRIES, INC. <br />PORTABLE BUILDING ANCHORS <br /> <br />BUILDING ANCHOR SCHEDULE <br /> <br /> NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. <br />BUILDING SIZE EA. END OF BLDG. EA. SIDE OF BLDG PER BLDG. <br />8',10',12'&14' WIDE TO 24' LONG 2 4 <br /> 48' 2 1 6 <br /> 50' 2 2 8 <br />20',22'&24' WIDE TO 24' LONG 4 8 <br /> 48' 4 10 <br /> 50' 4 2 12 <br /> <br />BUILDING ANCHOR DATA <br />MODEL BAR EYE HELIX <br />NUMBER LENGTH DIAMETER DIAMETER DIAMETER <br />36SHE34 30" 1/2" 1 1 /2" 4" <br /> <br />UPLIFT CAPACITY <br />IN NORMAL SOIL <br /> <br />2500 Ibs. <br /> <br />PLAt ~S REVIEWED <br />DATE '7, ~~ - D5 <br />BUll OING DEPT APPROVED <br />BOL T THRU ANL:H. & 2x6 <br />SKID OR HEADER BEAM <br />w/ 3/8"0 x 4" LAG BOLT <br />jSKID (TYP.) w/ 3/32"x2"0 WASHER <br /> <br />g~ty WIDE .[ -1- - - - rSIDE - AN~H_ -- - - -l. BAR <br /> <br />~:i-u_u_u_----_. -I: <br /> <br />NOTE: <br />THESE ANCHORS MEET THE WIND REQUIREMENTS OF <br />THE FLORIDA 2001 BUILDING CODE AND THE AMERICAN <br />SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7-98. <br /> <br />WIND LOAD: 150 M.P.H. <br /> <br />o <br /> <br />.. <br /> <br />~.L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~. <br /> <br />. . <br /> <br />ANCH. <br />ANCHOR SPACING PLAN <br /> <br />HELIX --- <br /> <br /> <br />END <br /> <br />SCALE NONE <br />DRAWN BY 1M <br />CHECKED BY W.J.M. <br />CHECKED BY <br /> <br />DATE <br />1 B OJ <br />1 B OJ <br /> <br />LOCA nON or JOB <br />ANYWHERE. FL <br /> <br />M <br /> <br /> <br />PRO~CT NO. <br />020JO <br /> <br />McCARTHY ENGINEERING. INC. <br />STRUCTURAL CONSUL TA.NTS LAK[lANO, fLORID" <br />2225 EAST [{)C{WOOO 0Rl~ SUIT[ 4 - LAKElANO, n. JJeOJ <br />""Of<[ (eliJ) 667-1769' fAX (ell)) 651-1790 <br />C(RMCATE CJ" AUTHORlZA'J'IC:W No. 6J94 <br />WlJliom J lrkCorltly P.E_ 24S5J <br /> <br />TYPICAL PORT ABLE BUILDING ANCHORS <br />SMITHBIL T INDUSTRIES. INC. <br />1061 U.S. HWY. 92 WEST <br />AUBURNDALE FLORIDA <br />WG. NO .0.-1 <br /> <br />