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<br /> ! <br /> SM/THB/LT /NDUS TR/ESz INC. , <br /> = . ... <br /> . ANCHORS ; <br /> PORTABLE BUILDING <br /> BUILDING ANCHOR SCHEDULE <br /> NO. OF ANCH. @ NO. OF ANCH. 0 TOTAL ANCH. <br /> BUILDING SIZE END OF BLDG. SIDE OF BWG. PER BLDG. <br /> 8',10'&& 14' WIDE TO 24' LONG 4 - 4 <br /> 48' 4- 2 6 <br /> . , <br /> 50' 4 4 8 <br /> ," '. <br /> 20',22'&24' WIDE TO 24' LONC 8 - 8 , : <br /> I " <br /> , . <br /> 48' 8 2 10 II . <br /> ; <br /> 50' 8 4 12 <br /> BUILDING ANCHOR DA TA <br /> MODEL BAR EYE HEUX UPUFT CAPACITY <br /> NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL <br /> .J6SHE34 30' }'2' 1%' 4' 2500 Ibs. ; <br /> NOTE.' i <br /> J <br />SIDING 1 THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE , I <br /> 1994 STANDARD BUILDING CODE AND THE AMERICAN <br /> SOCIETY OF CML ENGINEERS STANDARD CODE ANS!/ASCE-9J. <br /> --- <br /> ~ 2x4 WALL STUD , <br /> ~ %'lIx4' LAG BOLT & LEAD <br /> SHEILD ~ 6'-0' D.C. , <br /> ", <br /> L.. .......1 .... 2x6 P. r. PLA TE: ! <br /> """'" <br /> '. ., ) <br /> . . ..~ ' ..~' '. - ", ~ CONC. SLAB <br /> . '"" : ... ,. " <br /> .'''. .,.( <br /> , .. . . <br /> ~ <br /> ~ <br /> ; <br />TYP. CONN. TO CONC. I <br /> BOL T THRU ANCH. && 2x6 <br /> \ <br /> ~SKIO (TYP.) SKIO OR HE40ER SE4M 1 <br /> w/ %'11 x 4' LAG BOLT ... 0 <br /> r SIDE ANCH. <br />g~ty~ .r-- -----------.L..-----l. BAR ... <br /> ! <br /> ~' , <br /> I , <br /> :f--- - -- - --- - - ---- -- -f: <br /> I I <br /> , 'q~ <br /> ~L--------------?ZL / dt.4a- ~ <br />EN~ANCH. ANCHO~ SPACIN~ PLAN' '1/z<1/'1~ - TY. ICAL ANCHOR <br />SCAU NONe DAn LOCAllOIt 0#' J~ 1n'ICAL I'OffTA/Il.E 6f,Al.J)INI: NiCHOl! S <br />0_ rr D.Me. ~ -. - - -.a. toe. <br />QCCllU rr "..I.M. <br /> -- -- <br />0l(QlID "' "~MO. <br /> _lid A-I 1~(Yr " <br /> ; <br /> <br />, . <br />, <br /> <br />I <br />J <br />r <br />