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<br />SMITHBIL T' INDUSTRIES, INC. <br />PORTABLE BUILDING ANCHORS <br /> <br /> BUILDING ANCHOR SCHEDULE <br />BUILDING SIZE NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. <br />- PER BLDG. <br /> EA. END OF BLDG. EA. SIDE OF BLDG. <br />8',10',12'&14' WIDE TO 24' LONG 2 - 4 <br /> 48' 2 1 6 <br /> 50' 2 2 8 <br />20',22'&24' WIDE TO 24' LONG 4 - 8 <br /> 48' 4 1 10 <br /> 50' 4 2 12 <br /> <br />BUILDING ANCHOR DATA <br /> <br />MODEL <br />NUMBER <br />36SHE34 <br /> <br />BAR EYE HELIX UPLIFT CAPACITY <br />LENGTH DIAMETER DIAMETER DIAMETER IN NORMAL SOIL <br /> <br />30" 1/2" 1 1 /2" 4" 2500 Ibs. <br /> <br />NOTE: <br /> <br />THESE ANCHORS \.1EC:, THE NINO ~EQUiREME>JTS OF <br />THE FLORIDA 200+ BUILDING CODE .J,ND THE AMERICAN <br />SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7-02. <br /> <br />WIND LOAD: 150 MPH <br /> <br />BOLT THRU ANCH. & 2x6 <br />SKID OR HEADER BEAM <br />.v/r~ :<1" '_~G gOL T <br />~ 0 \. I ~ w/f2"x2"tJ NASHER______________ <br />SID:K;N;:~ ~II' <br /> <br />DBL. WIDE r - - - - - ~ - - - - ~ - - - - - --, <br />ONLY~., \ '. <br /> <br />~:~ h _ __ _ __ _ __ _ __ _ _ _ ~: <br /> <br />.. <br /> <br />BAR <br /> <br />I <br />I I <br /> <br />.L ,. <br />END ANCH..--I' - - - - - --;- - - - - - -;- - - - - - --.J <br /> <br />ANCHOR SPACING PLAN <br /> <br />Ji, ~x <br />TYPICAL ANC~ <br />4-flZh? <br /> <br /> <br />SCAU: NONE DA 11: <br />DRA... BY OM 6 27 OJ <br />OlECKEO BY W.J.M. 6 27 OJ <br />OlECKEO BY <br /> <br />lOCA1ION OF _ <br />ANYWHERE Fl <br /> <br />M <br /> <br />McCARniY ENGINEERING. INC. <br /> <br />SlRUC1\JRAl. COISlA.TANrs lAI<nA!l!l. nOlllOA <br />12n EAST mcxwoxt OIII\€ SlIt[ 4 - I,..AJ([LA~. f'l_ ':J!03 <br />PtOE C!IIJ) lS67-1169. r".x ':W) EI57..!7'JI:J <br />C[RlW'lCA 1[ ~ AUTl<<RIA TKJrf "'41 6394 <br />adm .; 'olcCa"ltIr P,L ';:455J <br /> <br />PORTABlE BUILDING ANCHORS <br />SINGLE ~ND DOUBLE ~DE BUILOtNGS <br />oMITHfllL T INOUSTRIES INC. <br />'UBUR~IDALE ;"LORIDA <br />;')WG. ,W A. 1 [V <br /> <br />?RQ..ECT !'fo. <br />02030 <br />