Laserfiche WebLink
<br />SMITHBIL T INDUSTRIE~ <br />PORTABLE BUILDING ANCHORS <br /> <br />INC. <br /> <br />BUILDING ANCHOR SCHEDULE <br /> <br /> NO. OF ANCH. @ NO. OF ANCH. @ TO TAL A NCH. <br />BUILDING SIZE END OF BLDG. SIDE OF BLDG. PER BLDG. <br /> --- <br />8', 10'& 14' WIDE TO 24' LONG 4 4 <br /> 481 4 2 6 <br /> --- <br /> 50' 4 4 8 <br />20',22'&24' WIDE TO 24' LON 8 8 <br />----- -------. --~--_._------ ----- <br /> 481 8 2 10 <br /> 50' 8 4 12 <br /> <br />MODEL BAR <br />NUMBER LENGTH DIAMETER <br />36SHE34 ~ !12' <br /> <br />BUILDING ANCHOR DA TA <br /> <br />---- <br />EYE HELIX UPLIFT CAPACITY <br />DIAMETER DIAMETER IN NORMAL SOIL <br /> <br />1!121 '41 2500 Ibs, <br /> <br />, , <br />1:J.QIf.: <br />THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE <br />1993 STANDARD BUILDING CODE AND THE AMERICAN <br />NATIONAL STANDARD INSTITUTE CODE ASCE 7-88. <br /> <br />SKID (TYP.) <br />/ SIDE ANCH. <br /> <br />DBL. WIDE . . <br />ONLY .r--- --------------l. <br />~I I <br />I I <br /> <br />:t- - - - - - - - - - - - - - - - - - -t: <br /> <br /> <br />BOL T THRU ANCH. & 2x6 <br />SKID OR HEADER BEAM <br />w/ %112' x 4' L4G BOLT <br /> <br />.. 0 <br /> <br />BAR <br /> <br />... <br /> <br />I I <br />I I <br /> <br />~L - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ --1. <br /> <br />. . <br /> <br />END ANCH. <br />ANCHOR SPACING PLAN <br /> <br />HELIX ---- <br /> <br /> <br />JiC., ffi~ <br /> <br />lOCATION Of JOB <br /> <br /> <br />SCH..E NONE: <br />DRAWN BY W.O.M. <br />CHECKED BY W,J.M. <br />CHECKED 81' <br /> <br /> <br />tvM <br /> <br />WcCARlH'f, MOOOY AND ASSOCM.1ES. ..c. <br />mucnJMI. CONM..T,;m-lMIWfO.~ <br /> <br />TYPIClL PORTABL BUILDING ANCHORS <br />SINGLE AND DOUBLE WIDE BUIWINGS <br />SMITHBILT INDUSTRIES INC. <br />AUBURNOALE: FLORIDA <br />A , <br /> <br /> <br />PROJECT NO. <br /> <br />we. N <br />