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<br /> ". -..----., --"-.---. . ~..^ .. <br /> : , <br /> . ; ~ . <br />. ... <br /> '! <br /> SMITHBILT INDUSTRIES, INC. " <br /> I .. <br /> . .. I: .. <br /> . ANCHORS I <br /> PORTABLE BUILDING <br /> BUILDING ANCHOR SCHEDULE <br /> NO. OF ANCH. @ NO, OF A NCH. @ TOTAL ANCH. <br /> BUlWING SIZE END OF BLDG. SIDE OF BLDG. PER BLDG, <br /> 8',10'& 14' WIDE TO 24' LONG 4 - 4 <br /> 48' 4 2 6 <br /> .. ; <br /> 50' 4 4 8 <br /> I' <br /> 20',22'&24' WIDE TO 24' LONe 8 - 8 'I fl <br /> ,I <br /> Ii .I <br /> 48' 8 2 10 ., <br /> , 1I <br /> ; <br /> 50' 8 4 12 <br /> , <br /> BUILDING ANCHOR DATA <br /> ; <br /> MODEL BAR EYE HELIX UPLIFT CAPACITf <br /> NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL <br /> . 36SHEJ4 30' !/2' 1!/2' 4' 2500 Ibs. ; <br /> NOTE: i <br /> J <br />SIDING "\ THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE <br /> 1994 STANDARD 8U1LDING CODE AND THE AMERICAN <br /> SOCIE7Y OF CIVIL ENGINEERS STANDARD CODE ANSVASCE -93. <br /> ~ <br /> ... 2x4 WALL STUD '" <br /> / %'~x4' LAG 80LT &: LEAD <br /> SHEILD @ 6'-0' O. C. I <br /> ~ <br /> >< .... 2x6 P. T. PLA TE ! <br /> ... ..." " . . .... ..., )- .:.: , <br /> ..; '." ,. -.. CONC. SLAB <br /> . ~ .. . - '", ( <br /> , .'. . <br /> - <br /> - <br />TYP. CONN. TO CONC. 0 <br /> BOLT THRU ANCH. &: 2x6 ~ <br /> ~SKJD (TYP,) SKID OR HEADER BEAM ---IQ) f <br /> w/ %'~ x 4' LAG BOLT <br /> r SIDE ANCH. 8 <br />D8L. WIDE . . <br />ONLY .1-- --------------l. BAR - !j: <br /> ~' , 1 <br /> I I <br /> :t-- - - -- --- - - - - --- - - -i: <br /> I I <br /> I '.q~ <br /> -.I · HEUX- <br /> Ln------------tZL it. = <br />ENDANCH, ANCHO~ SPACIN; PLAN' , ~' - ~CAL ANCHOR <br />- . illl{ '15 <br />sou NONE: DATE lOCAnON OF JOII m>ICAL PORTAJJtE BVIUJI//C ANCHORS i <br />ONl,," 11'I' 0.11<:. I <br />CI1t:ClCtD III" w'J,II. tvM -. -.._ __10...... <br /> --- -- <br />Cltt:acm III" PftO.I€l:T NO. <br /> 0'IfC. NQ .A-I IRtv..lO <br /> <br />, <br />, <br /> <br />~ . <br />