|
<br />~1~J
<br />~~ ~:JL
<br />. I 2 I I. J" I
<br />
<br />
<br />2' x 3'
<br />
<br />r9f\-/t' HEIGHT/SPAN
<br />3' ,,::, - -R'
<br />4' 14' - 6'
<br />, , - n'
<br />, , - n'
<br />~ - 0'
<br />, , - p'
<br />9' 9' - S'
<br />10' 9' - ~,
<br />
<br />HnGHT/SPAN
<br />
<br />0' - 6'
<br />,
<br />
<br />6"
<br />
<br />120" ,_ 2" )( 6' S. H. B.
<br />
<br />i
<br />
<br />SX-l, 97 .055
<br />
<br />"tS-\~ HEIGHT/SPAN
<br />3' 3 , - 4'
<br />4' , - R'
<br />, , - 4'
<br />, , - ,
<br />, - ,
<br />, , - ,
<br /> , - ,
<br />, , - 4'
<br />
<br />9"
<br />
<br />2' X 9" X . 072 X . 224 S. /tf, B.
<br />
<br />,224
<br />
<br />S.l!-5, 47
<br />
<br />
<br />- /:'
<br />
<br />9' 4'-
<br />
<br />- 4'
<br />
<br />
<br /> ,050- .
<br /> I'<)
<br /> SX=. 35
<br />I. 2"
<br /> 3' T i {t
<br />
<br />
<br />4'
<br />- 10'
<br />
<br />- 10'
<br />
<br />7'"
<br />
<br />2" )( 7' S: H. B.
<br />
<br />.120
<br />
<br />SX=2, 54
<br />
<br />Id~\~ HE:JGHT/SPAN
<br />3' 4n' - 2'
<br />4' 4' - la'
<br />, 11' - 2'
<br />, ;>R' - 4'
<br />, 2t:.' - 4'
<br />, ;>4' - R'
<br />9' 23' - 2'
<br />10' 22' - 0'
<br />
<br />
<br />
<br />
<br />.050"
<br />
<br />.
<br />~
<br />
<br />SX=. 55
<br />
<br />2" _I
<br />4' T i ,t
<br />
<br />
<br />6'
<br />
<br />4'
<br />
<br />4'
<br />- 8'
<br />
<br />
<br />i
<br />
<br />,224
<br />
<br />4"
<br />
<br />
<br />2' X 4' S. H. B,
<br />
<br />r!J~~ HEIGHT/SPAN
<br />v 25' - 0'
<br />4' l' - 8'
<br />'I' , - 4'
<br />,(, , - i~'
<br />7' , - 4'
<br />8' , - 4'
<br />9' 14' - 4'
<br />rTn' TY - R'
<br />
<br />8"
<br />
<br />2' )( 8' S, M. B.
<br />
<br />i
<br />
<br />SX=4, 44
<br />
<br />
<br />k!i' HnGHT/SPAN
<br />3' :53' - ,
<br />4' 46' - ,
<br />5' 4 - ,
<br />6' , _. ,
<br />7' 34' - 1 ,
<br />R' 32' - ,
<br />9' 3D' - ,
<br />0' 29' - O'
<br />
<br />9"
<br />
<br />j
<br />
<br />SX-6. 77
<br />
<br />2" X 9" X .072 X . 310 S. H. B.
<br />
<br />'rJ.,.\~ HflGHT/SPAN
<br />3' 65' - ....
<br />4' .<;6' - In'
<br />S' 50' - 10'
<br />6' 46' - 4'
<br />7' 43' - 0'
<br />8' 40' - 2'
<br />9' 37' - 10'
<br />10' 35' - 10'
<br />
<br />TYPICAL ALUMINUM COLUMN & BCAM DCTAILS
<br />TABLCS FOR SCRECN ROOMS & ROOFS DNL Y
<br />
<br />NOTE' J) BeAM SPANS MAY Be INCRCAseD e07- WHeN CONTINUOUS aveR
<br />INTCRIOR COLUMN SUPPORT
<br />Z) IILL BCi4H SPIINS ASSUHF: LA TCRAL PURL INS (Z' "e') , <JO. FRIIHCD
<br />IICROSS ROOF' CACH POST IN SCRCCNCD SIDe WALLS
<br />3) VALUCS HAY BC INTF:RPOLATCD FOR INTCRHfDIATC LCNGTHS DR SPACINGS
<br />
<br />.072
<br />
<br />IJAVID NORRIS CNGINCCRING
<br />IJCS1GNCD TO '97 STANIJARD BUILDING CODC
<br />PO? CHAPT, 1606 ,DR I I 0 HPH II/ND
<br />
<br />CXPIRCS AFTCR 2-01-03
<br />
<br />Pg. i-A
<br />
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