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<br />SM/THB/L T /NDUSTR/(;i <br />PORTABLE BUILDING ANCHORS <br /> <br />INC. <br /> <br />BUILDING ANCHOR SCHEDULE <br />NO. OF A NCH. @ NO. OF ANCH. @ TOTAL ANCH. <br />BUILDING SIZE END OF BLDG. SIDE OF BLDG. PER BLDG, <br />----- ------ <br />8'. 10'& 14' WIDE TO 24' LONG 4 4 <br />48' 4 2 6 <br />50' 4 4 8 <br />20'.22'Jc24' WIDE TO 24' LON 8 8 <br />------.------ -----------.- ..-...-----------..-. .---...----- <br /> <br />18' 8 2 10 <br /> <br />50' <br /> <br />8 <br /> <br />4 <br /> <br />12 <br /> <br />BUILDING ANCHOR DA TA <br /> <br />MODEL BAR EYE HELIX <br />NUMBER LENGTH DIAMETER DIAMETER DIAMETER <br /> <br />J6SHEJ4 JO' Y2' I Y2# .4# <br /> <br />UPLIFT CAPACITY <br />IN NORMAL SOIL <br /> <br />2500 Ibs. <br /> <br />. 0 <br /> <br />J1QIL' <br />THESE ANCHORS MEET THE WIND REQUIREMENTS OF THE <br />1993 STANDARD BUILDING CODE AND THE AMERICAN <br />NAnONAL STANDARD INSTITUTE CODE ASCE 7-88. <br /> <br />SKID (TYP.) <br /> <br />/ SIDE: ANCH. <br />DBL. WIDE _ _ <br />ONLY .1-- ---------------,_ <br />~' I <br />I , <br /> <br />:1- - - - - - - - - - - - - - - - - - -1: <br /> <br /> <br />BOL T THRU ANCH. Jc 2x6 <br />SKID OR HEADER BEAM <br />w/ %'" X 4' LAG BOLT--- 0 <br /> <br />BAR <br /> <br />.. <br /> <br />I I <br />, I <br /> <br />~L - - - - - _ _ _____ _ _ _ _ _ -1- <br /> <br />. . <br /> <br />END ANCH. <br />ANCHOR SPACING PLAN <br /> <br />HELIX --- <br /> <br /> <br />WEE'~~ <br /> <br />SCAU NONE <br />DIVoWN IY W.O.M. <br />CII!CK!D Iy W,J./.I. <br />CIIECKED trY <br /> <br />DAlE <br />2 '6 IJJ <br />2 '6 9J <br /> <br />lOCAnOIl or .101 <br /> <br /> <br />rllOJECT NO. <br /> <br />a.. . A "'cCAJUJff. YODDY AND ASsoaATU. "c. <br />IVtV~CtiMM.,." _. iMlWii~"OU;- <br /> <br />FlPICAL PORTASL SUlLOINe ANCHORS <br />SINGLE AND DOURIE. WIDE BUIIDINCS <br />SAUmSILT INDUSTRIES INC. <br />AU8URNOALC ORIOA <br />A-I <br /> <br /> <br />wa.1/ <br />