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' 'I" <br /> I � � <br /> � SMITHBILT INDUSTRIES, INC. <br /> PORTABLE BUILDING ANCHORS <br /> I <br /> � BUILDING ANCHOR SCHEDULE - <br /> BUILDING SiZE N0. OF ANGH. � N0. OF ANCH. @ TOTAL ANCH. <br /> EA. END OF BLDG. EA. SIDE OF BLDG. PER BLDG. <br /> 6', 8', 10', 12' & 14' WIDE TO 24' LONG 2 NA 4 <br /> 48' 2 1 6 <br /> 50' 2 2 8 <br /> 20', 22' & 24' WI�E TO 24' LONG 4 NA 8 <br /> 48' 4 1 10 <br /> 50' 4 2 12 <br /> BUILDING ANCHOR DATA <br /> MODEL LENGTH BAR EYE HELIX UPLIFT CAPACITY <br /> NUMBER 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 THE FLORIDA <br /> 2014 BUILDING CODE, 5TH EDITION AND THE AMERICAN SOCIETY <br /> OF CIVIL ENGINEERS STANDARD CODE ASCE/SEI 7-10. <br /> WIND LOAD: 190 MPH <br /> BOLT THRU ANCH. & 2x6 SKID OR <br /> HEADER BEAM w/�"0x4" LAG BOLT <br /> SKID (TYP.) w��" x 2"� WASHER <br /> SIDE ANCH.� � <br /> DBL. WIDE —— — — — — ' — — <br /> ONLY <br /> • �—B AR <br /> �� -- -- - - -- �. <br /> .I I. <br /> �— HELIX <br /> END ANCH. � � <br /> ANCHOR SPACING PLAN EARTH ANCHOR <br /> �"� LAG BOLT <br /> 4' WELDED CHAIN <br /> � <br /> . NOTE- <br /> • ° . ' • �° • ' • o ' REFER TO BUILDI G ANCHOR <br /> �i SCHEDU� FOR CHOR SP C <br /> e"4 tAG BOLT w/LEAD INSERT l I,��I I I���I I I—I I �— , 1�„J�`a�,/� • �j�j(_ <br /> �Y�� V � �0� <br /> OR �"� RAMSET RED HEAD CONCRETE SLAB <br /> TRUBOLT WEDGE (CAT. N0. BY OTHERS ' <br /> WW-3826) OR EQUAL CONCRETE ANCHOR BOLT DETAIL � ,��g� i <br /> SCnLE NONE Dn'[E LOCAiION OF JOB A/( W.J.McCARTHY ENGINEERING,LLC PORTABLE BUILDING ANCHORS I <br /> ORnWN eY WDM 0 27 76 ANYWHERE, FL �rY SifiUCTURAL CONSULTANTS LNCELANO.RORIDA SINGLE AND DOUBLE WIDE BUILDINGS I <br /> qiECKm BY IYJM p 27 7g 4305 OR/J7cEWDOD CJRC1E—LucEIAND,R 33873 �u117HBILT INDUSTRIES INC. � �i <br /> PHONE(863)6#6-9390 � <br /> CHECKm BY Ptto,�cT No. AUBURNDALE FLORIDA <br /> fFRI1FlCAlE�AU7HORIZA71�!Na 312(IB <br /> 1618 Yf�9iom J McCcrihy P.E 24553 WG.NO A-1 REV. I <br />