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<br />SMITHBIL T INDUSTRIES, INC. <br />PORTABLE BUILDING ANCHORS <br /> <br />BUILDING ANCHOR SCHEDULE <br /> <br />BUILDING SIZE NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. <br /> 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 1 10 <br /> 50' 4 2 12 <br /> <br />BUILDING ANCHOR DATA <br /> <br />MODEL <br />NUMBER <br />36SHE34 <br /> <br />BAR EYE HELIX <br />LENGTH DIAMETER DIAMETER DIAMETER <br />30" 1/2" 1 1/2" 4" <br /> <br />UPLIFT CAPACITY <br />IN NORMAL SOIL <br /> <br />2500 Ibs. <br /> <br />NOTE: <br /> <br />THESE ANCHORS MEET THE WIND REQUIREMENTS OF <br />THE FLORIDA 2004 BUILDING CODE AND THE AMERICAN <br />SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7-02. <br /> <br />WIND LOAD: 150 MPH <br /> <br />BOL T THRU ANCH. & 2x6 <br />SKID OR HEADER BEAM <br />w/~"(D x 4" LAG BOLT <br />SKID (TYP.) \ wj;'''x2''. WASHER __________ 0 <br /> <br /> <br />g~ty WIDE SI~~ ~NCH~ _ _\ u -"-- u _ u l. <br />~:~ - - - - - - ----'- -, - - -- - - ~: <br /> <br />.. <br /> <br />BAR <br /> <br />END <br /> <br />I I <br />I I <br /> <br /> <br />ANCH.-.I.L - - - - - ~ - ---- ---;- - - - - - J. <br />ANCHOR SPACING PLAN <br /> <br />n; h. H~L1X <br />".L~" -1'Je, ~ <br />TYPICAL ANCHOR <br />'Ii llib <br /> <br />SCALE NONE <br />DRAWN BY OM <br />CHECKED BY WJM <br />CHECKED BY <br /> <br />DATE <br />1/30/05 <br />1 130/05 <br /> <br />LDCA nON Of' JOB <br />ANYWHERE Fl <br /> <br />M <br /> <br />McCARTHY ENGINEERING, INC. <br /> <br />STRUClVRAL CONSuLTANTS LAl(ELANO. FLORIDA <br />2225 EAST EO<:EWOOO DRIVE SUIT[ . - l.AKEI.AHO. FL 3380J <br />PHO/€ (863) 667-1769' FAX (863) 667-17!lO <br />CDlnRCA T[ IX AUlltOAIlA lION No. 6394 <br />Wilk1m J McCarthy P.E. 2455J <br /> <br />PORTABLE BUILDING ANCHORS <br />SINGLE AND DOUBLE WIDE BUILDINGS <br />SMITHBILT INDUSTRIES INC, <br />AUBURNDALE FLORIDA <br />lowe, Nol A -1 l<lEv.I 1 <br /> <br />PROJECT NO, <br />05147 <br />