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<br />,
<br /> ~~ W I ~ W ~ ~
<br /> il :1
<br /> i,
<br /> ':1 :1 :1
<br /> OVERHANG VARIES
<br />- :1 :1
<br />'" !I it II
<br />w
<br />..J r Ai'W"~" , , A'-:WI2 , , A'-:WI2+Dir.
<br />:l)
<br /><( ,I
<br />f-
<br />..J il I
<br />z "
<br /><( :1
<br />tl. I :1
<br />(/)
<br />~ il
<br /><( !I
<br />w
<br />:l) !I :1
<br /> I[ I
<br />! !I :1
<br /> ,
<br />I II II
<br />I
<br />L ,. " ~
<br />'-:----..,
<br />, L-....:. " -
<br />,
<br />
<br />
<br />NOT2 FOR SEAM 51'..... LENGn~ 'A' FOR TABLE 2. 1.1 ANO
<br />T ABl2 2.'.2 EQWAlS 111E lARGE." OF: A = W OR A = WI2+O.H.
<br />
<br />DOUBLE CARPORT
<br />
<br />. SLOPE
<br />
<br />BEA.''' ,F REQUIRED
<br />FOR KNEE BRACiNG
<br />
<br />~
<br />\ 112
<br />
<br />""II
<br />
<br />il
<br />~
<br />
<br />AI =
<br />KNEE BRACE -./ 11
<br />W '0''''''" "'" J
<br />
<br />12
<br />
<br />:1
<br />
<br />,
<br />:f--
<br />i'
<br />:1
<br />!
<br />
<br />W FOR BEAM SIZE
<br />
<br />"
<br />
<br />. MINIMUM SLOPE SHAlL BE 1rr PE." 12" EXCE?T FOR 0.026" PANS
<br />FOR 'WHICH 111E SLOPE SHAlL BE 3/4' PER 12" FOR SPANS
<br />EXCEEDING 1l-'J. OR MANUFACi1,;RERS RECOMMENCED SLOPE
<br />
<br />END VIEW DOUBLE CARPORT (GABLED)
<br />
<br />[, I
<br />1 '
<br />I :1
<br />i it
<br />I :1
<br />, il
<br />, .,
<br />il!
<br />
<br />III
<br />ii ;1
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<br />I r--Lj' II
<br />I I I'
<br />I I, !
<br />1\ 1,1 :1
<br />~ ! I !!
<br />! I "III ! I
<br />i:1 I i,
<br />AT
<br />
<br />'2" ALUMINUM pA....a ROOF
<br />SEE TABLE 2.5
<br />
<br />RECEIVING CHANNEL
<br />
<br />RECEMNG CHANNEL
<br />
<br />i
<br />
<br />-J i
<br />
<br />'2" ALUMINUM PA....El
<br />SEE TABLE 2.5
<br />
<br />12" ALI,;MINI,;M PANEL
<br />SEE TABLE 2.5
<br />
<br />RECEIVING CHANNEL
<br />
<br />RECEMNG CHANNEL
<br />
<br />ALUMINUM UTllI1Y SHED WALL
<br />WITH DOOR (ELEVATION)
<br />
<br />..-1
<br />
<br />-
<br />N
<br />'W
<br />~
<br />f-
<br />...J
<br />~
<br />(/)
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<br />
<br />,
<br />
<br />"
<br />
<br />1
<br />:f
<br />il
<br />II MONO-SlOPED ROOF
<br />
<br />il OVERHANG VARIES
<br />I II :1
<br />~I A=WI2+<J.H. --r'--- A=WI2.0.~,'
<br />il II
<br />
<br />
<br />':: ~.
<br />i: ~
<br />il ~
<br />/ // / ,/~
<br />
<br />IV
<br />
<br />;~
<br />
<br />SHADiNG DE.'10TES !#.XIMI,;M ROOF
<br />AREA FOR CCLWMNS A.'10 FOOTING
<br />
<br />SINGLE CARPORT
<br />
<br />. SLOPE
<br />
<br />--
<br />
<br />'12
<br />
<br />r
<br />
<br />'2
<br />
<br />!V
<br />II
<br />II
<br />~il
<br />
<br />,\1
<br />
<br />,I
<br />i
<br />II
<br />;~
<br />
<br />W FOR SEAM SIZE
<br />SEE TABLE'
<br />AFTER CCMf'!JT1NG 'A'
<br />lARGEST VALUE
<br />
<br />POST SIZE A."O SP AClNG PER TABLE 2. , .1
<br />A."O I OR TABLE 2. '.2
<br />
<br />NOTE; KNEE BRACES ARE REQUIRED ,F PeSTS
<br />ARE NOT SET iN COto/CRETE FOOTiNG
<br />
<br />END VI'2N SINGLE CARPORT
<br />
<br />r-
<br />
<br />'2
<br />112~'
<br />
<br />--if:
<br />
<br />II I
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<br />II ,i
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<br />'I 'I
<br />I i I,
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<br />- _:::J
<br />
<br />II :
<br />il
<br />
<br />',I
<br />i
<br />
<br />ALUMINUM UT1Ll1Y SHED WALL
<br />(ELEVATION)
<br />
<br />'2
<br />112 ==--
<br />
<br />c::
<br />
<br />i~
<br />I
<br />I
<br />if---
<br />'0
<br />'I
<br />11/
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<br />iff-..
<br />
<br />I J4r~t 200t
<br />, SHEET
<br />I '
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<br />
<br />__ N/4
<br />
<br />;/
<br />
<br />','112
<br />
<br />,/
<br />
<br />W14__
<br />
<br />
<br />RIDGE eN'
<br />
<br />WI2 = LOAD 'MDTH FOR RIDGE 6EAM SPAN
<br />
<br />RIDGE SEAM SEE TABLE 2. 1.' A."O I OR
<br />TABLE 2.12
<br />
<br />PA... OR CCMPOSITE PANEL ROOF
<br />
<br />1:1
<br />, I
<br />'. II
<br />! I
<br />~ ;:-0- _I
<br />I
<br />I
<br />
<br />~...~
<br />
<br />J.
<br />
<br />~ i I
<br />I
<br />,I
<br /> I
<br /> I,
<br /> i i
<br /> I,
<br /> ! I ~
<br /> I
<br /> Ii
<br />W ~
<br />
<br />NOTCH POST TO RECEIVE SEAM
<br />wm~ (2) 3- Irr x 114' THRU-80l T
<br />wm; LOO< NUT TO? AND BOTTCM
<br />
<br />SEAM PE~ l' ABLE 2.1.1 ANO I OR TABLE 2.1.2
<br />
<br />PeST PER TABLE 2.2. , Nm I OR TABLE 2.2.2
<br />
<br />o
<br />r.:..
<br />
<br />;'
<br />
<br />GABLE CARPORT FRONT ElEVATION
<br />
<br />1.'2
<br />,r- RIDGE BEA'"
<br />
<br />,/'
<br />
<br />i
<br />I
<br />i:
<br />I
<br />I
<br />
<br />-'-- LOAD WIDTH FOR CENTER SEAIA ----J
<br />. PER TABLE 2.1.1 A...o I OR T A.aLE 2.12 .
<br />
<br />,
<br />,
<br />:1
<br />
<br />L____
<br />, ,
<br />
<br />--------;---------------
<br />
<br />II P'
<br />,~I
<br />il '
<br />I'
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<br />II ~
<br />'I
<br />I
<br />I
<br />I
<br />
<br /> il '\Ji
<br /> !! NOTE;
<br /> !! K."EE BRACES REQUIRED IF POSTS ARE Ii
<br /> Ii
<br /> II NOT SET INTO CCNCRE"TE Fouto/OAnON 1 i
<br /> I,
<br /> , ,
<br /> 'I
<br /> ,I Ii
<br /> ,!
<br /> ~ i ' I
<br /> II
<br /> II I'
<br /> I !
<br /> I
<br />l , , L -.,0'
<br />
<br />"
<br />
<br />;"
<br />
<br />GABLE CARPORT SIDE ELEVATiON
<br />
<br />PA." ROOF SEE TABLE 2.5
<br />
<br />------11,_ ~
<br />1...--- I
<br />L;j~
<br />rr::r-
<br />I 0 I
<br />I, I
<br />, I
<br />
<br />'2" RISE~ PA.'1EL SEE TABLE 2 . 5
<br />
<br />118 x \12' SHEET METAL SCREW'
<br />INTO EACH RISE.R AT ?A....EL ENOS
<br />TOP AND SOTTOM PA...
<br />
<br />=:J
<br />
<br />BOTTCM CHANNEL ANCHORED TO SLAB
<br />'M~ \14'\3 X,. EMBEDME,..T E.'<?...."SION
<br />BOLTS AT 24' ON CENTE."l OR CONCRETE
<br />SCRE'WS
<br />
<br />RECEMNG CHAi'iNEL
<br />P...." TO WALL C CHANNEL
<br />(31 #8 X 1/2' ?ER PAN
<br />PAN WALl.
<br />r X 2" X 0.044' BRACE FOR
<br />MORE ?A... HEIGHT REFE.R
<br />TO TABLE 2 . 5
<br />1"''3 X '.114' EMBEDMENT
<br />EXPA.'1SION BOLTS OR EQUAl
<br />DRIVE PINS AT 24' ON CENTE.R
<br />
<br />I
<br />~
<br />I
<br />~
<br />
<br />3-1rr CONCRETE SLA3
<br />
<br />ATTACH PA.NELS TO CHANNEL W1TM
<br />(2) #8 x,rr SHEE1' METAL SCREWS
<br />EACH PA.'iEL AT EACH END
<br />
<br />SECTION THROUGH UTILITY' SHED
<br />
<br />PAN WALL CONNECT10N
<br />
<br />~
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<br />
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<br />2
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<br />
<br />7
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