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<br /> ;1 "
<br />, , ~ ~ .
<br /> u
<br /> ~~ W '1 W '1
<br /> ~ I ~ I
<br /> \1 II
<br /> 'I ,I
<br /> OVERHANG VAAIES
<br /> 11 :1
<br />N I :1 \\
<br />UJ
<br />...J 1('- At'VI2+-O,H. , A~WI2 ,(
<br />OJ " :1
<br /><
<br />.... I ~ I
<br />~ i,l
<br />~
<br />ll. II II
<br />I/l
<br />~ II il
<br />UJ
<br />OJ II II
<br /> ,
<br /> I !1 II
<br /> I !I II
<br />I
<br /> I :1 II
<br /> i
<br />:.. l' " ~
<br />>.,----,
<br />, L- ,.
<br />,
<br />
<br />
<br />NOTE.: FOR BEAM SP~ LENG~ 'A" FOR TABLE 2. U ~O
<br />TABLE 2. 12 EQUALS 11-IE LARGER OF: A = W ORA = WI2+-O.rt,
<br />
<br />DOUBLE CARPORT
<br />
<br />. SLOPE
<br />
<br />BEAM IF REQUIRED
<br />FOR KNEE SRAC,NG
<br />
<br />~
<br />
<br />\ 112
<br />\
<br />,
<br />
<br />12
<br />
<br />II
<br />
<br />r W FOR i:lEAM SIZE
<br />
<br />
<br />II
<br />
<br />A=
<br />KNEE BRACE --.-/ i I
<br />w "'" ,,^'" ''''' l
<br />
<br />I
<br />
<br />~
<br />
<br />. MiNIMUM SLOPE SHALl. BE ltr PER 1 Z' EXCE?T FOR O,O21l" PNoIS
<br />FOR WHICH 11-IE SLOPE SHAll. SE 314" PER 1Z' FOR SPNoIS
<br />EXCEEDING lZ.::J' OR MANUFACTURERS RECOMMENDED SLOPE
<br />
<br />END VI'2N DOUBLE CARPORT (GABLED)
<br />
<br />I !I
<br />I II
<br />, I
<br />
<br />
<br />l~l'
<br />II :
<br />
<br />1-
<br />
<br />r
<br />
<br />,
<br />
<br />il IIII 'fLjlli
<br />I I I:
<br />II !I
<br />I I t-t
<br />"I' IIII ! il!
<br />lLJL4:Jr
<br />
<br />'Z' AlUMINUM pNoIa ROOF
<br />SEE TABLE 2.5
<br />
<br />RECElV1NG CHANNEL
<br />
<br />RfCelV1NG CHA.'iNEL
<br />
<br />lZ' AlUMINUM pNoIa
<br />SEE TABLE 2,5
<br />
<br />'T AlUMINUM PANa
<br />SEE TABLE 2 ,5
<br />
<br />RECElV1NG CHANNEL
<br />
<br />RECEMNG CHANNEl.
<br />
<br />ALUMINUM UTILl1Y SHED WAlL
<br />WITH DOOR (ELEVATION)
<br />
<br />~
<br />I
<br />I
<br />I
<br />
<br />N
<br />\II
<br />~
<br />
<br />...J
<br />
<br />~
<br /><Q
<br />
<br />~
<br />ll)
<br />
<br />,
<br />,
<br />I
<br />.0:--: y
<br />r--I II
<br />
<br />~
<br />~ W ;:r
<br />II
<br />MONC-SlOPED ROOF :1
<br />
<br />OVEJ~HANG VAAIES II
<br />
<br />
<br />SHADING DENOTES MAXlMUM ROOF
<br />AREA FOR COlUMNS A.'lO FoonNG
<br />
<br />SINGLE CARPORT
<br />
<br />. SLOPE
<br />
<br />--
<br />
<br />1/2
<br />
<br />'2
<br />
<br />W FOR SEAM SIZE
<br />SEETMlE'
<br />AFTER COM?VT\NGA'
<br />LARGEST VAlUE
<br />
<br />;1
<br />!I
<br />!I
<br />
<br />~
<br />
<br />POST SIZE A.'lD $PAONG PE.~ TA8LE 2. ',1
<br />A'lO 1 OR TASLE 2.1.2
<br />
<br />NOTE: KNEE BRACES AAE REQUIRED IF POSTS
<br />AAt:. NOT SET IN CONCRETE FOOnNG
<br />
<br />'2
<br />112 L...---'
<br />
<br />c::
<br />
<br />-11'i
<br />I I
<br />,I !
<br />
<br />I I
<br />
<br />II I
<br />li'\il
<br />. )
<br />I .
<br />
<br />END Vl'2N SINGLE CARPORT
<br />
<br />-=:J
<br />
<br />11
<br />
<br />, I
<br />
<br />i I
<br />II
<br />
<br />ALUMINUM U1l1l1Y SHED WALL
<br />(ELEVATION)
<br />
<br />'2
<br />112 =--
<br />
<br />c.
<br />
<br />1,\=
<br />I
<br />
<br />
<br />,f-- WI4
<br />I
<br />I
<br />RIDGE CAP I
<br />
<br />;(
<br />!
<br />
<br />WI2 = LOAD WlDl11 FOR ROOE BEAM SPAN
<br />
<br />W/2
<br />
<br />,:
<br />
<br />WI41
<br />I
<br />
<br />
<br />RIDGE BEAM SEe TABLE 2. U AND 1 OR
<br />TABLE 2. 12
<br />
<br />3" x 3"
<br />
<br />PAN OR COMPOSITE PANEl. ROOF
<br />
<br />,.,
<br />i"1
<br />
<br />Lz.::J'
<br />
<br />NOTCH POST TO RECEJ'YE 6€AM
<br />Wl111 (2)3-11'2" x 114' 11-IRU-8Ql T
<br />\'(\l11 LOO<: NUT TO? AND saTTOM
<br />
<br />BEAM PER TABLE 2. ", NolO I OR. TABLE 2.12
<br />
<br />POST PER TABLE U 1 NolO 1 OR TABLE 'U.2
<br />
<br />q
<br />F-
<br />
<br />.-
<br />~~
<br />
<br />,(
<br />
<br />W
<br />
<br />-,<
<br />
<br />GABLE CARPORT FRONT ELEVATION
<br />
<br />l.J2
<br />,,-- RIDGE BEAM
<br />
<br />,;
<br />I
<br />
<br />I' ." -I
<br />
<br />I ' i LOAD W1011-l FeR CENTE.~ BEAM! 01
<br />i: ~ PER 7ABLE 2.", ~OIORTABlE2.12 ~ :
<br />
<br />~~----------~~-----------~
<br />
<br />I
<br />
<br />I
<br />I
<br />I
<br />I
<br />I
<br />
<br />NOTE:
<br />KNEE BRACES REQUIRED IF POSTS ARE
<br />NOT SET iNTO CONCRETE FOUNCA nON
<br />
<br />l;-
<br />F-
<br />
<br />I
<br />/
<br />
<br />I
<br />I
<br />/
<br />
<br />L
<br />
<br />,~
<br />
<br />L
<br />
<br />GABLE CARPORT SIDE ELEVATiON
<br />
<br />PAN ROOF see TASLE 2,5
<br />
<br />E;f
<br />~
<br />I 0 \
<br />
<br />I, 1 lZ' RISE~ PANa SEE TABLE 2,5
<br />
<br />
<br />I ~l +
<br />
<br />#8 z 1tr SHEET t.lET"-L SCREW
<br />INTO EAOi RISER AT pNoIa ENDS
<br />TOP NolO saTTOM PAN
<br />
<br />.=J
<br />
<br />---
<br />
<br />RECEMNG CHANNEl.
<br />PA'I TO WAJ.J., C CHANNEl.
<br />(3)118 x Vl" PER PAN
<br />PANWAJ.J.,
<br />T x T x 0,0<<' BRACE FOR
<br />MORE P NoI HEJGHT REFE..~
<br />TO TABLE 2 , 5
<br />114'0 z 1-1}4" EMBEDMENT
<br />EXPANSION eOL TS OR EQUAl.
<br />DRIVE PINS AT 24' ON C9/TER
<br />
<br />saTTOM QWIINEl. NoICHOREO TO su.a
<br />Wl~ 1/4"0 x ,. EMBEOME.'fT E.'O'ANSION
<br />SOl TS AT 24' ON CE.'ITER OR CONCRETE
<br />SCREWS
<br />
<br />/
<br />
<br />ATTACH PANas TO CHANNa WITH
<br />(2)118 x 1/T SHEET MET "-L SCREI'VS
<br />EACH PANa AT EACH END
<br />
<br />3-,tr CONCRETE St.A8
<br />
<br />SECTION THROUGH UTllI1Y SHED
<br />
<br />PAN WALL CONNECTION
<br />
<br />..J
<br /><(
<br />(J)::)
<br />oz
<br />W<(
<br />:I:~
<br />rf) Z
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<br />o::w<
<br />~Ol-
<br />O(J)W
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<br />O::)z
<br />-I-
<br />l-uO
<br /><(::)i=
<br />0... 0:: u
<br />(J)I-W
<br />I-(J)(J)
<br />cx::~
<br />0::)
<br />o.z
<br />0::-
<br /><(z
<br />0:)
<br />..J
<br /><(
<br />
<br />...
<br />W ~ ~
<br />, -' '"
<br />o..~-
<br />1Il~
<br />......- is ...J .
<br />...... u u...,...
<br />0)...<"-
<br />C:~5~~
<br />c:;q:"-~
<br />Q)~<i'"
<br />CO-'o,,~
<br />,~t:;;2
<br />W~65~
<br />, <Q :t )
<br />Q) ll:: 0) l1. .
<br />,,1ll00W'
<br />'-'~~U::
<br />c_><>-
<br />Q) ~ 0
<br />.... IU ll)
<br />~ d
<br />
<br />r
<br />
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<br />
<br />OF
<br />
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