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<br /> <br />f <br />I <br />" <br />" <br />I' <br />" <br />ii <br />II <br />, <br />II <br />r <br />I <br /> <br />LBC2 <br /> <br />62 <br /> <br />I LOAD BEAR~NG COLUMN DETA~LS I <br /> <br />.003 i!]T093 -8'. <br />@ 3.00 ~ 3,00 <br /> <br />-1- -1-. <br />\-3.00--+ \-300--+ <br />,- <br /> <br />@ 3.00 <br /> <br />01 1-3,00-4-1-- <br />r-3.oo-j -In'- <br />". EJ~ <br />r- 4.00 -1 <br /> <br />MARK DISCRIPTION WT.un AREA WALL t fLANGE t <br />0 ;S' x 2" POST BEAM .816 .680 .070 .070 <br /> :5' x 3' SCALLOP TUBE .608 .507 .044 .044 <br /> 3" x 3" .093 TUBE 1.282 1.068 .093 .093 <br /> 3' x 3" .125 TUBE 1.709 1.424 .125 .125 <br /> 4" x 4" .125 TUBE 2.309 1.924 .125 .125 <br /> <br />COMPRESSIVE CAPACITIES IN POUNDS <br /> <br />HEIGHT @ @ @ @ <S) <br />7' 3300 3040 12560 18440 22700 <br />8' 2800 2780 8300 10840 22700 <br />9' 2000 2580 6560 8560 22700 <br />10' 1620 2400 5300 6940 22700 <br />11' 1340 2130 4380 5740 14080 <br />12' 1120 880 3680 4820 11840 <br />14' 820 820 2700 3540 8700 <br />16' 640 640 20BO 2700 6650 <br />18' 500 500 1640 2140 5260 <br />20' 400 400 1320 1740 4260 <br /> <br />UP- LIFT CAPACITIES <br />2200 LBS. PER COLUMN <br /> <br /> <br />2 In SlIS EACH SII)[ <br /> <br />SEE COlUNN SCHEDUlE <br />__.Oll) <br /> <br />1 ]\(' X 3 "4" I l\tr <br />V~~BO~~~ <br /> <br /> <br />2 '12 SIIS .EACH 510[ ~ <br /> <br /> <br />'. . <br /> <br /> <br />.0<4 <br /> <br />-WI <br /> <br />I- 3.00-4 <br /> <br />.125 <br /> <br />% $' x IV" WOOD LAGS <br /> <br /> <br />l\tr x 1. I rr LONG <br />F\.AT lIAR SmAP <br /> <br />2 "2 Sl.IS EACH 9DE <br /> <br />2 "i\tf x 3 1\:r <br />RAWI. BOLTS DR EDI.W. <br />1425' EACH. <br /> <br />rool1NC AS PER S.B.C. <br />_ ,OOD P.S.L CiONC <br />. 28 DAYS. <br /> <br />SUBJECTED TO A 110 MPH WIND LOAD UPLIFT PER (CHAPTER 12. SBC) A MINIMUM OF <br />8".12" CONTINUOUS CONCRETE FOOTING WILL PROVIDE PROTECTION AGAINST UPLIFT <br />PROVIDED THE CONVENTIONAL ROOF SPAN IS 14' OR LESS CORNER COLUMNS SHALL <br />HAVE STRAPS ON EACH OUTSIDE BEAM SURFACE <br /> <br />~ ALUMINUM STRUCTURES MASTER PLAN <br />~t<<::. @ COPYRIGHT AL, INC. 1994 <br />