Laserfiche WebLink
<br />r SMITHBIL T INDUSTRIES, INC. <br /> PORTABLE BUILDING ANCHORS <br /> BUILDING ANCHOR SCHEDULE <br /> NO. OF ANCH. @ NO. OF ANCH. @ TOTAL ANCH. <br /> BUILDING SIZE EA. END OF BLDG. EA. SIDE OF BLDG PER BLDG. <br /> 8',10'&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 /> 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 WINO REQUIREMENTS OF <br /> THE FLORIDA 2001 BUILDING CODE AND THE AMERICAN <br /> SOCIETY OF CIVIL ENGINEERS STANDARD CODE ASCE 7-98. <br /> WINO LOAD: 150 M.P.H. <br /> BOL T THRU ANCH. & 2x6 <br /> /SKID (TYP.) SKID OR HEADER BEAM <br /> w/ 3/8"0 x 4" LAG BOLT ---- 0 <br />g~ty~.I-- __ "~SIDE_~N~H____l" BAR .. <br /> ~' , <br /> , I <br /> }-- -- - -- ------ ----- -[ \ <br /> I I <br /> I I HELIX -- ~ <br /> ~"L _ _ _ _ _ _ _ _ _ __ _ __ _ _ _ J" <br /> . . <br />END ANCH. TYPICAL ANCHOR <br /> ANCHOR SPACING PLAN ~~ <br /> .. ;/&>'t <br />SCAlE NONE DATE LOCA nON OF JOB M McCARTHY ENGINEERING. INC. T'fP1CAL P~TABLE aulWING ANCHORS <br />DRAWN BY TM 3/5/02 ANYWHERE. FL S11lIlClURAt. CONSULTANTS IN<ELAHO. Fl.('RIOA SUllliBILT INDUSTRIES. tHe. <br />OiECKED BY W.J..... 3/5/02 2225 EAST lDCEWlXD OII\E SlllE 4 - lAI<ElAND. Fl. 3Jl103 1061 u.s. rlWY. 92 WEST <br />CHECKED SY PRo..ECT NO. _ (lIS]) e41-'7159' 'AX (lllIJ) 6&1-'790 AUBURNOAI.. flORIDA <br /> C(JlmcAlE rx AI/1HORIlA1ItIl No. ~ <br /> 02030 _ J -.....,. PL ~~ Inwc. Nor A-I mJ ? <br />