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<br />SM/THB/L T INDUSTR/~~ <br /> <br />INC. <br /> <br />PORTABLE BUILDING ANCHOR~; <br /> <br />48' <br />50' <br /> <br />BUILDING ANCHOR SCHEDULE <br /> <br />NO. OF ANCH. @ NO. OF ANCH. @ TOTAL A NCH. <br />END OF BLDG. SIDE OF BLDG. PER BLDG. <br />---- <br />4 4 <br />426 <br />--- <br />448 <br />8 8 <br />------------.- ---.-.--.--------.- --~---_._- <br /> <br />8 2 10 <br />8 4 12 <br /> <br />BUILDING SIZE <br />8', 1 O'Jc 14' WIDE TO 24' LONG <br /> <br />48' <br />50' <br /> <br />20',22'&24' WIDE TO 24' LON <br /> <br />MODEL <br />NUMBER LENGTH <br />36SHE34 30' <br /> <br />BUILDING ANCHOR DA TA <br /> <br />-- -~--~- <br />BAR EYE HELIX <br />DIAMETER DIAMETER DIAMETER <br />%' 1 %' . 4' <br />--- --. <br /> <br />UPLIFT CAPACITY <br />IN NORMAL SOIL <br /> <br />2500 Ibs. <br /> <br />J1.QK.: <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 />I SIDE ANCH. <br /> <br />DBL. WIDE . . <br />ONLY .1-- --------------1. <br />~I I <br />I I <br /> <br />:~ - - - - - - - - - - - - - - - - - -!: <br /> <br /> <br />BOL T THRU ANCH. & 2x6 <br />SKID OR HEADER BEAM <br />w/ :%'j2J x 4' LAG BOLT---- 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 PL4N <br /> <br />HELIX --- <br /> <br /> <br />J1l!f?t~~ <br /> <br />SCAlE NONF: <br />DIlAWN BY W.O.M. <br />CHECKED BY W.J.l.I. <br />CHECKEO BY <br /> <br /> <br />tvM <br /> <br />"cCAAtth". MOODY ",., ASSOtv.tU. ...e. <br />1'nlLUClUM. CGHSVl,,;m- _.iMliAit~~ <br /> <br /> <br />lOCAnOll or JOB <br /> <br />PROJECl NO. <br /> <br />we. N <br />