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<br />SMITHBIL T INDUSTRIES, INC. <br />PORTABLE BUILDING ANCHORS <br /> <br />BUILDING ANCHOR SCHEDULE <br /> <br />BUILDING SIZE <br />8',10',12'&14' WIDE TO 24' LONG <br />48' <br />50' <br />20',22'&24' WIDE TO 24' LONG <br />48' <br />50' <br /> <br />NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. <br />EA. END OF BLDG. EA. SIDE OF BLDG PER BLDG. <br /> <br />2 4 <br /> <br />2 1 6 <br /> <br />228 <br /> <br />4 8 <br /> <br />4 10 <br /> <br />4 2 12 <br /> <br />BUILDING ANCHOR DATA <br /> <br />MODEL BAR EYE HELIX UPLIFT CAPACITY <br />NUMBER LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL <br />36SHE34 30" 1/2" 1 1 /2" 4" 2500 Ibs. <br /> <br />NOTE: <br />THESE ANCHORS MEET THE WIND REQUIREMENTS OF <br />THE FLORIDA 2001 BUILDING CODE AND THE AMERICAN <br />SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7-98. <br />WIND LOAD: 150 M.P.H. <br /> <br />.-. .. ~t.,p BOLT THRU ANCH. & 2x6 <br />~ SKID OR HEADER BEAM <br />EP APF':c.oVE. '.' ., w / 3/8"0 x 4" LAG BOLT <br />jSKID (TYP.) w/ 3/32"x2"0 WASHER <br /> <br /> <br />g~ty WIDE r - ,L u - ~ SIDE AN~H_ - - -- -1. BAR <br /> <br />~:b--- - - ---- - - ---- - - ~: <br /> <br /> <br /> <br />.. <br /> <br />~.L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~. <br /> <br />. . <br /> <br />ANCH. <br />ANCHOR SPACING PLAN <br /> <br />HELIX --- <br /> <br /> <br />END <br /> <br />SCALE NONE <br />DRAWN BY TM <br />CHECKED BY W.J.M, <br />CHECKED BY <br /> <br />DATE <br />1 B 03 <br />, B 03 <br /> <br />lOCA T10N OF JOB <br />ANYWHERE. FL <br /> <br />M <br /> <br /> <br />PROJECT NO. <br />02030 <br /> <br />McCARTHY ENGINEERING, INC. <br /> <br />STRUCTURAL CONSULu'NTS L....KElANO. F'LORlDA <br />2225 EAST EOa:WOOO ORfVE ~TE 4 - lAKELANO, n. J3eOJ <br />PHONE (eEiJ) 667-1769. f'u (!!6J) 657-1790 <br />comnCUE rT AUlHO"lZAncN No. 639" <br />Wi!!ia." J J.lcCorlh}' P.L 24553 <br /> <br />lY?ICAL PORTABLE BUILDING ANCHORS <br />SMITHBIL T INDUSTRIES. INC, <br />1061 U.S, HWY, 92 WEST <br />AUBURNDA rLORIDA <br />WG.NO A1 <br /> <br />