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SMITHBILT INDUSTRIES, INC. <br /> PORTABLE BUILDING ANCHORS <br /> BIJILDING ANCHOR SC�H:EDULE <br /> BUILDING SIZE , N0. OF ANCH. � N0. OF ANCH. � TOTAL ANCH <br /> EA. END OF BLDG. EA SIDE OF BLDG PER BLDG. <br /> 8',10',12'&14' WIDE TO 24' LONG 2 — 4 <br /> 48' 2 1 6 <br /> 50' � 2 g <br /> 20',22'&24' WIDE TO 24' LONG 4 — g <br /> 48' 4 1 10 <br /> 50' 4 2 12 <br /> BUILDING ANCHOR DATA �, ��.L <br /> . l y I ,���� <br /> MODEL BAR EYE H 4I Q'� �fL ,��� <br /> NUMBER LENGTH DIAMETER DIAMETER DIA��P ��, C �S <br /> 36SHE34 30" 1/2" 1 1/2" p,T10 �Q <br /> C1T`� <br /> NOTE. <br /> THESE ANCHORS MEET THE WIND REQUIREMENTS OF � <br /> THE FLORIDA 2007 BUILDING CODE AND THE AMERICAN ��� <br /> SOCIETY OF CIVIL ENGINEERS STANDARD CODE E��;�5. �---� -- <br /> WIND LOAD• 150 MPH �'�`� �-����..►,��{1 <br /> �k`t'`! E:�t� �_-_ * � ._ ___- <br /> BOLT THRU ANCH. �,�?�jx�� ��°-'�'���'��� ~� � <br /> SKID OR HEADER BEAM <br /> w/�"0 x 4" LAG BO.LT <br /> SKID (TYP ) w/�"x2"� WASHER -� <br /> SIDE ANCH.� ° <br /> DBL WIDE <br /> ONLY .�---------- --------�. <br /> � <br /> � <br /> � �- BAR <br /> � <br /> � ; <br /> HELIX <br /> END ANCH � i o <br /> .�- <br /> ANCHOR SPACING PLAN TYPICAL ANCHO <br /> 8/tolit <br /> SCALE NONE UATE LOCATION OF JOB A �i McCARTHY ENGINEERING �IC PORTABLE BUILDING ANCHORS <br /> DRAWN BY DM 5 23 OB ANYWHERE F� I V9 STRUCNRAL CONSUITANTS LAKELANO, �LONIDA SINGLE AND DOUBLE NADE BUIl01NG5 <br /> CHECKED BY WJM 5 23 08 2225 EAST EDCEW000 ORIVE SuITE 1- LANEUND, R J3803 SMITH8ILT INOUSTRIE INC. <br /> CHECKEO BY PROJECT NO, PMONE (E63) 667-1769 • FAX (B63) 687-1790 <br /> 08044 CERi1RCATE OP AUTXIXtIZAM7N Na. BJ9I AU RN A F RI A <br /> 1Wibm J McCorl� P.E. 2135� DWG. NO A-1 REV. <br />