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<br /> <br />'><f"":";":r;'\~"J7-:lE:!:t'!"'r.~~;tZ"":";':.:~~-Y~-;:X'~':'-'?''l'''~'';-;J:~'~k~~___::'-::~::;~1!,'" <br /> <br />D <br />.-1 ,\It <br /> <br />I LOAD BEAR~NG COLUMN DETA~LS , <br /> <br />MARK DISCRIPTION <br /> <br />3" x 2" POST BEAM <br />S x S SCALLOP TUBE <br />3' x S 093 TUBE <br />3" x 3" .125 TUBE <br />4" x 4" .125 TUBE <br /> <br />LBC4 <br /> <br />64 <br /> <br />WT. H/FT <br />.816 <br />.608 <br />1.282 <br />1.709 <br />2.309 <br /> <br />AREA <br />.680 <br />.507 <br />1.068 <br />1.424 <br />1.924 <br /> <br />COJ.1PRESSIVE CAPACiTIES IN POUNDS <br /> <br />HEIGHT <br /> <br />7. <br />8. <br /> <br />g' <br />10. <br />11' <br />12' <br />14' <br />16. <br />18. <br />20' <br /> <br />@ <br />3300 <br />2800 <br />2000 <br />1620 <br />1340 <br />1120 <br />820 <br />640 <br />500 <br />400 <br /> <br />@ <br /> <br />3040 <br />2780 <br />2580 <br />2400 <br />2130 <br />880 <br />820 <br />640 <br />500 <br />400 <br /> <br />12560 <br />8300 <br />6560 <br />5300 <br />4380 <br />3680 <br />2700 <br />2080 <br />1640 <br />1320 <br /> <br /> <br />@ <br /> <br />@ <br />18440 <br />10840 <br />8560 <br />6940 <br />5740 <br />4820 <br />3540 <br />2700 <br />2140 <br />1740 <br /> <br /> <br />3 X J COLUMN TYP. MIN .09 <br /> <br />I/Er X '" X 9' LONG <br />flAT BAR STRAP ALUM. <br /> <br />(2) 110 SMS EA. SIDE <br /> <br />(2) Ii 10 $MS EACH SIDE <br /> <br />WALL t <br />.070 <br />.044 <br />.093 <br />. I 25 <br />.125 <br /> <br /><S) <br />22700 <br />22700 <br />22700 <br />22700 <br />14080 <br />11840 <br />8700 <br />6650 <br />5260 <br />4260 <br /> <br />ii. <br />I, <br /> <br />FLANGE t <br />.070 <br />.044 <br />.093 <br />.125 <br />.125 <br /> <br />,.. -E;jI <br /> <br />~J.oo-i <br /> <br />II <br />.. <br />'1}1 , <br /> <br />., -[;J1' l~!:I <br /> <br />~JOO---f ~3OO-i <br /> <br />~, <br /> <br />.' <br />.' <br />;~ <br /> <br />lz>~'T <br />@ 300 <br /> <br />01 ~JRoo_.-L <br />r-'. --j '" l~;T <br />~il--L <br />~ '.00 _.1 <br /> <br />B< <br />"\, <br /> <br />I!E,~ <br />J~ ,,~~ <br /> <br />UP-LIFT CAPACITIES <br />1000 LBS. PER COLUMN <br /> <br />i~, ,- <br />,\." <br /> <br />3-1/7 TYP. <br /> <br />Ii <br /> <br />':."i' <br /> <br />lit' <br />'\ltlV' <br /> <br />~" <br />~:" <br />.. <br />'-: <br /> <br />~~i <br />':1 <br />'~? <br />i\,~ <br />~; <br />""'i <br />~' <br />.;.a <br />~; <br />~' <br /> <br />~: <br />:nl <br /> <br />~(2) 5/16 X J" LACS <br />EACH SIDE <br /> <br />(2) 1/4 X t' LAGS <br /> <br />SIDE <br /> <br />I/Er !J-CfW1NEl W/ (2) 3/fi X t' <br />RAWl-BOlTS OR EOU~ <br />(^LT.) (2) 2 X 2 X I/Ff' ANGLES <br />WITH (.) 1/4 X 2-1/.. EXPANSION <br />BOLTS 6R MASONRY SCREW AllCHORS, <br /> <br />r20O" <br /> <br />'1 <br />to <l <br /> <l <br /> to<l <br /><J <br /> 0 t> 0 <br /> "Jt> <l <br /> "J <l <br /> ~ <br /> <br />SUBJECTED TO A 110 MPH WIND LOAD UPLWT PER (CHAPTER 12, SBC) A MINIMUM OF <br />8" x 12'" CONTINUOUS CONCRETE FOOTING WILL PROVIDE PROTECTION AGAINST UPLIFT <br />PROVIDED THE CONVENTIONAL ROOF SPAN IS '4' OR LESS CORNER COLUMNS SHALL <br />HAVE STRAPS ON EACH OUTSIDE BEAM SURFACE <br /> <br />~ hTI .ALUMINUM STRUCTURES MASTER PLAN <br />~"Av~l!::J Et:G':cffiNG, t,'C. @ COPYRIGHT AL, INC. 1994 <br />J-'<~ <br />