|
<br />>...------
<br />
<br />N
<br />LlJ
<br />...J
<br />OJ
<br />0(
<br />
<br />...J
<br />Z
<br />0(
<br />tl..
<br />(/)
<br />~
<br />0(
<br />LlJ
<br />OJ
<br />
<br />i
<br />'. "
<br />~----
<br />
<br />....,
<br />
<br />r~
<br />
<br />"
<br />
<br />'-c--l
<br />
<br />N
<br />
<br />,~
<br />
<br /><
<br />
<br />N
<br />
<br />I'
<br />'I
<br />
<br />I
<br />Cve:;:U-<A"<G '/~IES
<br />,I
<br />
<br />W
<br />
<br />""
<br />
<br />:1
<br />
<br />;1
<br />A'-=1'I12
<br />!
<br />
<br />MONo...slOPSC ROOF
<br />
<br />/'
<br />
<br />OVERHANG V~IES
<br />
<br />I
<br />A'-=W/2-0,H,
<br />:1
<br />
<br />N
<br />LlJ
<br />...J
<br />tll
<br />0(
<br />f-
<br />...J
<br />
<br />:1
<br />II
<br />A=1'I12+O:-<.,
<br />I
<br />:1
<br />!I
<br />
<br />A~,::'Nl2..o,H.
<br />'I
<br />
<br />/'''
<br />
<br />
<br />~
<br />tl..
<br />(/)
<br />::E
<br />0(
<br />LlJ
<br />"'
<br />
<br />,(
<br />I,
<br />
<br />:1
<br />
<br />l'
<br />...---
<br />I
<br />7--'
<br />
<br />NOTE: FOR SEAM S?,,,,,, lENG~-<. 'A' FOR TABLE 2. U AND
<br />TABLE 2.1,2 EQUALS ruE u.RGER OF: A = 1'1 OR A = NI2-0,H.
<br />
<br />DOUBLE CARPORT
<br />
<br />SEAl.,( IF RS:QUIREO
<br />FOR KNEE SRACING
<br />
<br />-"1\ 1/2
<br />
<br />'i
<br />'!
<br />~ W FOR SEAM SIZE
<br />Ii
<br />
<br />,I
<br />II
<br />11
<br />II
<br />,t
<br />il
<br />I:
<br />,I
<br />'I
<br />
<br />i I
<br />----/-- A=I'I7."O;1. -.:r
<br />I
<br />
<br />
<br />~'
<br />/~
<br />
<br />SHADING DE,"<OTES YAXiMUM ROCF
<br />~EA FOR CCl'~MNS A."<D FOOi'",,<G
<br />
<br />SINGLE CARPORT
<br />
<br />, SLOPE
<br />
<br />, SLOPE
<br />
<br />--
<br />
<br />1/2
<br />
<br />12
<br />
<br />~I
<br />K."EESRACE ~ :1
<br />W FOR SEAM SIZE ~I
<br />II
<br />II
<br />
<br />I.~
<br />:1
<br />
<br />ii
<br />\1
<br />I'
<br />',;
<br />
<br />W FOR SEAM SIZE
<br />SEE TABU: 1
<br />AFTER CCMp\';T,,"<G 'A'
<br />u.RGEST VALUE
<br />
<br />'2
<br />
<br />,,!
<br />
<br />':1
<br />
<br />. MiNiMUM SLOPE SHALL 6E 1rr PER 12" E:l:CE?T FOR OIiZ6" PANS
<br />FOR W",ICH r"'E SLOPE SHALlSE ;U4' PER 12" FOR S?A."<S
<br />E:l:CE=OING 12'.<J' OR M.ANUFACi1JRERS RECCMMENDED SLOPE
<br />
<br />POST SIZE A.'<O SPACING PE.R TABLE 2.1.1
<br />A."<D / OR TABLE 2,1,2
<br />
<br />NO",: KNEE SRACS:S A.'l.E REQUIRED ',F POSTS
<br />~E ,'<OT SET IN CONCR.c""TIE FOOT;,NG
<br />
<br />END VI2N DOUBLE CARPORT (GABLED)
<br />
<br />END VI2N SINGLE CARPORT
<br />
<br />12" ALUMINUM PA.'<El ROOF
<br />SEE TABLE 2,5
<br />
<br />II !
<br />
<br />I' 'I
<br />'I II
<br />I ,I
<br />I :i
<br />'III
<br />'\
<br />il,
<br />11 Ii
<br />i! :1
<br />'-=
<br />
<br />r
<br />I II iT'Ll ::
<br />I I I 'i
<br />I 1\ I,ll 1.1
<br />II ! ! l!
<br />,I '
<br />1111 Ii II
<br />I II 1\ Ii
<br />IIII~
<br />, ,
<br />
<br />12
<br />112~
<br />
<br />RECEiVING CHANNEl ~ II ill ill :1 :1
<br />!! ! I I I : I ~ I
<br />'I I I I I
<br />ii :! i : 'I
<br />II II I I
<br />I ,I 'I Ii
<br />RECEiVING CHANNEL ' ' I I I I
<br />~I,ll I
<br />
<br />12" ALUMINUM PA.'<EL
<br />SEE TABLE 2,5
<br />
<br />ALUMINUM UTILITY SHED WALL
<br />WITH DOOR (ELEVATION)
<br />
<br />'2" ALUMINUM PANEL
<br />SEe TABLE 2 5
<br />
<br />ALUMINUM UTILITY SHED WALL
<br />(ELEVATION)
<br />
<br />~
<br />
<br />II
<br />11
<br />II
<br />Ii
<br />I
<br />I,
<br />I,
<br />il
<br />il
<br />ii
<br />'i
<br />I
<br />
<br />:1
<br />II
<br />)1
<br />
<br />12
<br />112=-
<br />
<br />c:
<br />
<br />i~
<br />II
<br />I-
<br />ii
<br />! l--
<br />'I
<br />\\/
<br />
<br />
<br />,<-- W/4 ~
<br />
<br />RIDGE CAD
<br />
<br />,.<- 'l.lf
<br /> b
<br /> f,.
<br /> I I
<br /> I
<br /> '~
<br /> , ,
<br /> , , 1'1
<br />
<br />'Nrz
<br />
<br />/'
<br />
<br />~~
<br />
<br />GABLE CARPORT FRONT ELEVATION
<br />
<br />i_
<br />
<br />11j/
<br />
<br />I!
<br />
<br /><;>
<br />f,.
<br />
<br />II
<br />
<br />"
<br />
<br />,/
<br />
<br />PAN ROOF SEe TABLE 2.5
<br />
<br />~
<br />
<br />RECEM.'1G CHANNEl
<br />PA.'1 TO WALL C CHA....N:l
<br />(:l) #8 x 112. PER PA.'1
<br />PAN WAll
<br />2' x 2' x O,C<<' SRACE FOR
<br />MORE PAN HEIGHT REFER
<br />TO TABLE 2 ' 5
<br />114''21 x 1,114' EMBEDMENT
<br />EXPA....SION BOLTS OR EQUAL
<br />DRIVE PINS AT 24' ON CENTER
<br />
<br />~'~'CONCREiESLAB
<br />
<br />SECTION THROUGH UTILITY SHED
<br />
<br />vz
<br />
<br />~ RIDGE SEAM
<br />
<br />.'
<br />
<br />W;4~
<br />
<br />wrz = lCAD 'MDr", FCR RIDGE 3EAM SP"'''
<br />
<br />R.IDGE 3EAM SE= TABLE 2,'" "'...0 I CR
<br />T A.alS: 2.1.2
<br />
<br />~A."< CR CCl,\?CSIiE PAi...EL '<OCF
<br />
<br />I
<br />
<br />"'OTCH :>0ST TO RECEIVE BEAM
<br />wm, (2) J..112" x l,4'ruRU-60l T
<br />NIT11lOCK NUT TOP AND BOTTCM
<br />
<br />3E,Al,\ PER TABLE 2,'" A.'1D I CR T ABl= 2,1 2
<br />
<br />:>0ST PEi'l. TABLE 2.2.' A."<D / OR TABLE 2.22
<br />
<br />, i
<br />, I
<br />
<br />~
<br />
<br />,<---
<br />
<br />LOAD WIDr" FOR CENTER SEAM -"
<br />PER TABLE 2.'" AND / OR TABLE 2,1.2
<br />
<br />ii
<br />!i
<br />, I
<br />!!
<br />\1
<br />1\
<br />Ii
<br />ij
<br />Ii
<br />
<br />i
<br />,;
<br />
<br />NOTE:
<br />K.'1E: 3RACES REQUIRED IF POSTS ~E
<br />NOT SET iNTO CCNCRETE ;:OUNDATION
<br />
<br />'\J1
<br />
<br />, I
<br />I'
<br />, I
<br />, I
<br />I'
<br />))
<br />
<br />l
<br />
<br />,/
<br />
<br />GABLE CARPORT SIDE ELEVATiON
<br />
<br />~~
<br />I~)
<br />L)~
<br />rl-::=t--
<br />f 0 !
<br />I I
<br />I I
<br />\
<br />
<br />#8 x 1/2. SHEET METAL SCREW
<br />INTO EACH RISER AT PANEL ENDS
<br />
<br />TOP A."D SOTTCM PAi.
<br />
<br />BOTTOM CHA."NEL ANCHORED TO SLAB
<br />WlT111i4"'2I x l' EM8EDMENT EX?A.'iSION
<br />80L TS AT 24' C... CEN",iR OR CONCRETE
<br />SCREWS
<br />
<br />12. RISER PA.'iEl SEE TABLE 2,5
<br />
<br />1
<br />~
<br />I
<br />,
<br />
<br />ATTACH PA.'iElS TO CHA.'<NEL 1'11'i11
<br />(2) #8 x 112" SHEET METAl SCREWS
<br />EACH PA.'iEl AT :.o\CH E,"<O
<br />
<br />PAN WALL CONNECTION
<br />
<br />-l
<br /><
<br />(/) :J
<br />o Z
<br />w<
<br />I ~
<br />~!) Z
<br />~ (.:J
<br />(/) (/)
<br />0:: w
<br />UJ 0
<br />> (/)
<br />Ow
<br />Uo:::
<br />o :J
<br />f= I-
<br />0:::: U
<br />c. fi
<br />(/) l-
<br />f- (/)
<br />a:::~
<br />o :J
<br />c. Z
<br />0:: _
<br />< ~
<br />U :J
<br />,
<br /><:
<br />
<br />>-
<br />'~
<br />W::: ~
<br />0.... :5 ~
<br />Vl'
<br />- ~ '
<br />...... 0 ..
<br />........, u'
<br />Q.) '- .
<br />C ~ i
<br />c ~:
<br />Q.) 'l.. :
<br />N"I 3 ~
<br />l..U OJ '
<br />.::. ;
<br />w~ i
<br />, I
<br />Q.):5 :
<br />U LU '
<br />C ~'
<br />Q.) " ;
<br />'- ~ :
<br />LlJ'
<br />3: =! I
<br />(1J"::: I
<br />-:jU
<br />
<br />
<br />/~j
<br />1/f
<br />Jt;r~
<br />
<br />RECEIViNG CHA."<NEl
<br />
<br />RECEIVING CHA."NEl
<br />
<br />SHEET
<br />
<br />,/
<br />
<br />A
<br />
<br />OF
<br />
|