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<br /> SMITHBIL T INDUSTRIES, INC. <br /> PORTABLE BUILDING ANCHORS <br /> BUILDING ANCHOR SCHEDULE <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 1 10 <br /> 50' 4 2 12 <br /> BUILDING ANCHOR DATA <br /> MODEL BAR EYE HELIX UPLIFT CAP ACI TY <br /> NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL <br /> 36SHE34 30" 1/2" 1 1/2" 4" 2500 Ibs, <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 /> WIND LOAD: 150 M.P.H. <br /> BOL T THRU ANCH. & 2x6 <br /> SKID OR HEADER BEAM <br /> /SKID (TYP.) w/ 3/8"0 x 4" LAG BOLT <br /> w/ 3/32"x2"0 WASHER- <br /> 0 <br />g~t.Y WIDE .i-- .. ;-:SIDE AN~Hu - -- :1 BAR .. <br /> ~' . <br /> I I <br /> :~ ~ - - ~ ~ - ~ - - - - - - - -- - - -{ <br /> I I <br /> I I <br /> .L - ~ - - - --- - - - - - - - - -- - - ~. HELIX --- <br /> ANCH.J . . <br />END TYPICAL ANCHOR <br /> ANCHOR SPACING PLAN ~ /I"t~ <br /> ", "Ir/ fI" <br />SCALE NONE DATE LOCI>. TlON OF JOB M McCARTHY ENGINEERING, INC, TYPICAL PORT ABLE BUILDING ANCHORS <br />DRAWN BY TM 1 /6/03 ANYWHERE, FL STRUCTURAL CONSULTANTS LAI<ELANO. flORIDA SMITHBIL T INDUSTRIES INC. <br />CHECKED BY W.J.M. 1 /6/03 2225 EAST [OC[WOOO ORII,{ SUITE 4 - lAKELAND, rL J.}3()J 1061 U.S. HWY. 92 WEST <br />CHECKED BY PROJECT NO. PHONE (66J) 667-1769' FAX (66J) 667-'790 ALJBURNDALE FLORIDA <br /> CERTIfiCATE Of AUTHORIZATION No. 6394 <br /> 02030 William J WcCorlhy P.E 24553 DWG. NoI A 1 \REvl, <br />