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SMITHBILT INDUSTRIES, INC. <br /> PORTABLE BUILDiNG ANCHORS <br /> BIJILDING ANCHOR SCH:EDIJLE <br /> BUILDING SIZE NO OF ANCH � NO OF ANCH Q TOTAL ANCH <br /> EA. END OF BLDG EA SIDE OF BLDG PER BLDG. <br /> 8',10',12'&14' WIDE TO 24' LONG 2 – q . <br /> 48' 2 1 6 <br /> 50' 2 2 8 <br /> 20',22'&24' WIDE YO 24' LONG 4 – g <br /> 48 4 1 10 <br /> 50' 4 2 12 <br /> BUILDING ANCHOR DATA <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 /> NOTE. <br /> THESE ANCHORS MEET THE WIND REQUIREMENTS OF <br /> THE FLORIDA 2007 BUILDING CODE AND THE A.MERICAN <br /> SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7-05, <br /> WIND LOAD: 150 MPH <br /> BOLT THRU ANCH. & 2x6 <br /> SKID OR HEADER BEAM <br /> w/�"� x 4" LAG BO.LT <br /> SKID (TYP.) w/�"x2"� WASHER –� <br /> SIDE ANCH.� ° <br /> OBL. WIDE <br /> ONLY • f --------- --------� <br /> I <br /> � <br /> � <br /> � •– BAR <br /> ' I . <br /> - HELlX <br /> ENO ANCH.� -- — -- — -- — -- — -- — -- / ����� /_ � <br /> . ^'iG��'1�cp'1�r0 If�J,. <br /> ANCHOR SPACING PLAN TYPIC�L ANCH�OR <br /> 8 R � <br /> sca�e NONE unre �OCATION OF JOB t� �I McCARTHY ENGINEERING +NC. PoRrne�E eui�owc nNCHORs <br /> DRAWN 8Y DM 5 23 OB nNYWMERE F� I V4 SiRUCNR�u cONSU�TU�iS LAKELANO. FLONIDA SINCLE AND �pUBIE INDE BUILDINGS <br /> CHECKED BY WJM 5 3 OB 2225 EASi EOGEYI000 ORIVE St117E 1- �AI(ELA1q, R Jyspy SMITH8ILT ItJOUSTRI INC. <br /> CMECKEO 8V PROJECT NO. �� ��3) 6E7-17l9 • FA% fE6�) 68)-1790 <br /> 08044 CEIt71i1GTE OF Au7XOR12AT10N Na 6J9+ AU RN A F RI q <br /> Wwkm J Ilccmtn P.E. 2�537 DWC. NO A-1 REV. <br />