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<br /> !I
<br />- II
<br />roO II
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<br />:l:l
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<br />< il
<br /><l.
<br /><?
<br />:::E II
<br /><
<br />W
<br />o::l il
<br /> !I
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<br /> II
<br /> I'
<br /> II
<br />
<br />1'1
<br />
<br />'I
<br />,
<br />
<br />"
<br />
<br />l'
<br />'-c-----,,
<br />~
<br />
<br />......
<br />
<br />II
<br />OVERHANG VARIES
<br />!I
<br />II
<br />A'-=WI2
<br />:1
<br />;1
<br />il
<br />:1
<br />II
<br />11
<br />II
<br />11
<br />~
<br />
<br />~
<br />i~
<br />
<br />I)
<br />~ I
<br />
<br />II
<br />
<br />W
<br />
<br /><
<br />
<br />d
<br />
<br />,./
<br />
<br />II
<br />[I
<br />A'-=WI2'-Oi~' -
<br />
<br />
<br />NOTE: FOR SEAl" SPAN LENGTH 'A" FOR TABLE 2. U AND
<br />TABLE 2.' ,2 EQUAlS THE LARGER OF: A: W OR A -= WI2'-O,H.
<br />
<br />DOUBLE CARPORT
<br />
<br />SEAM iF REQUiRED
<br />FOR KNEE BRACING
<br />
<br />r
<br />~
<br />'I
<br />!i
<br />
<br />W FOR SEAM SIZE
<br />
<br />~\
<br />11
<br />'I
<br />II
<br />/K
<br />II
<br />1;
<br />,I
<br />
<br />" SLOPE
<br />
<br />"2 ,
<br />
<br />12
<br />
<br />AI
<br />KNEE BRACE -./ : I
<br />
<br />W FOR 'EAM ''''l
<br />
<br />. MINIMUM SLOPE SHAlL BE 112' PER 12" EXCEPT FOR 0,026" PA.....S
<br />FOR W,.,ICH THE SLOPE SI-'ALL BE 314" PER 12" FOR SPA....S
<br />EXCEEDING 12'-'l" OR MANUFACT1.IRERS RECOMMENDED SlDPE
<br />
<br />END VIEW DOUBLE CARPORT (GABLED)
<br />
<br />/
<br />
<br />\1 II
<br />i Ii
<br />11
<br />.1
<br />I 11
<br />I II
<br />II il
<br />L:d
<br />
<br />illl'~I':'
<br />I I!
<br />I I' 1I
<br />'I II ii
<br />l'I',j :1 ii
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<br />~-
<br />II
<br />II
<br />,I
<br />
<br />:1 Ii
<br />II i!
<br />/IT
<br />
<br />ALUMINUM UTILITY SHED WALL
<br />WITH DOOR (ELEVATION)
<br />
<br />12" ALLiMINL;M PANEL ROOF
<br />SEE TABLE 2,5
<br />
<br />RECEIVING CHA....NEL
<br />
<br />RECEiVING CHA.'<NEl
<br />
<br />'2" ALUMINUM P.......EL
<br />SEE TABLE 2,5
<br />
<br />12" AlUMINUM PANEL
<br />SEE TA3lE 2 ,5
<br />
<br />RECEIViNG CHANNEL
<br />
<br />RECEJYlNG CHA....NEL
<br />
<br />,
<br />1
<br />!
<br />I
<br />I
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<br />-
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<br />W
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<br />
<br />," "
<br />,
<br />
<br />'wi"
<br />
<br />
<br />W
<br />
<br />~j
<br />
<br />MONO-SlOPED ROOF
<br />
<br />OVERHANG VARIES
<br />
<br />~
<br />
<br />SHADING DE,"'OTES MAXiMUM ROOF
<br />AREA FOR COLUMNS A....D FOOTING
<br />
<br />SINGLE CARPORT
<br />
<br />" SLOPE
<br />
<br />--
<br />
<br />'12
<br />
<br />'2
<br />
<br />W FOR SEA'" SIZE
<br />SEE TABLE 1
<br />AFTER CCMPVTING 'A'
<br />LARGEST VAlUE
<br />
<br />'1
<br />
<br />POST SIZE A....D SPAClNG PER TABLE 2.1.1
<br />A....D I OR TABLE 2.'.2
<br />
<br />NOTE: KNEE BRACES ARE REQUIRED IF POSTS
<br />ARE NOT SET IN CONCRETE FOOTING
<br />
<br />END VIEW SINGLE CARPORT
<br />
<br />'2
<br />'/2~f
<br />
<br />. I
<br />I
<br />I
<br />I.
<br />
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<br />, II
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<br />
<br />11
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<br />,I ii'
<br />if'\
<br />
<br />i
<br />I
<br />II
<br />I
<br />
<br />ALUMINUM UTILITY SHED WALL
<br />(ELEVATION)
<br />
<br />:1
<br />:1
<br />:1
<br />
<br />12
<br />1!2=-
<br />
<br />c:::..,=
<br />
<br />II~
<br />
<br />Ir-
<br />!~--
<br />II/-
<br />I
<br />I
<br />
<br />RIDGE CAP
<br />
<br />,(-- WI4
<br />I
<br />I
<br />I
<br />
<br />"
<br />
<br />1'1141
<br />
<br />W!2 -= LOAD WlDTI-l FOR RIDGE BEAM SPNI
<br />
<br />Wr2
<br />
<br />'i
<br />I
<br />I
<br />
<br />
<br />3" x 3"
<br />
<br />,I
<br />'I
<br />
<br />L 2'..(1" -,J<
<br />
<br />"\
<br />
<br />9
<br />F--
<br />
<br />,- -~
<br />
<br />,
<br />,
<br />
<br />,;.
<br />
<br />1'1
<br />
<br />GABLE CARPORT FRONT ELEVATION
<br />
<br />,.
<br />
<br />U2
<br />
<br />RIDGE BEAM SEE TABLE 2. , " AND I OR
<br />TABLE 2.'2
<br />
<br />PA.... OR COMPOSITE PA....EL ROOF
<br />
<br />NOTCH POST TO RECElYE BEAM
<br />WlTI-l (2) 3-112" x li4" THRU-aot. T
<br />WITH lOCl< NUT TOP AND BOTTOM
<br />
<br />BEAM PER TABLE 2. I,' A....O I OR TABLE 2.'.2
<br />
<br />POST PER TA3LE 22.' A."ID I OR TABLE 2.2.~
<br />
<br />,.--- RIDGE SEA'"
<br />
<br />
<br />l ,r
<br />, '1 I' I
<br />LOAD WIDTH FOR CENTER BEAM ;
<br />I T'-- PER TABLE 2.'.1 A....D I OR TABLE 2.'.2 --
<br />
<br />
<br />Irr---------~, ~" -------- ~i
<br />
<br />I KNEE BRACES REQUIRED IF POSTS ARE I i
<br />NOT SET INTO CONCRETE FQUNOA TION
<br />9
<br />F--
<br />I
<br />I
<br />I
<br />I
<br />
<br />,'"
<br />
<br />1
<br />I
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<br />
<br />L
<br />
<br />GABLE CARPORT SIDE ELEVATiON
<br />
<br />PA.... ROOF SEE TABLE 2 ,5
<br />
<br />cr
<br />-.--/q-
<br />l , I
<br />f 0 j
<br />I I
<br />
<br />I +
<br />
<br />L
<br />
<br />,
<br />
<br />#8 x 1r2" SHEET MEiAl. SCREW
<br />INTO EACH RISER AT PA."IEL ENDS
<br />
<br />TOP A.....D BOTTOM PA."1
<br />
<br />-=:J
<br />
<br />BOTTOM CHANNEL ANCHORED TD StAB
<br />WITH 1/4"0 x 1" EMBEDMENT EXPANSION
<br />BOL TS AT 24" ON CENTER OR CONCRETE
<br />SCREWS
<br />
<br />RECENING CHA....NEL
<br />PAN TO WAlL C CHA.....NEL
<br />(3) #8 x 1!2" PER PAN
<br />PA.... WAlL
<br />2" x 2" x 00<<" BRACE FOR
<br />MORE PA.... HEIGHT REFER
<br />TO TABLE 2 , 5
<br />1i4"0 X '.'/4" EMBEDMENT
<br />EXPA....S10N BOLTS OR EQUAL
<br />DRNE PINS AT 24" ON CENTER
<br />
<br />
<br />12" RISER PA.'1El SEE TABLE 2.5
<br />
<br />3-,12' CONCREiE SLAB
<br />
<br />ATTACH PA....ELS TO CHANNEL WITH
<br />(2) #8 x 112' SHEET METAl SCREWS
<br />EACH PANEL AT EACH END
<br />
<br />SECTION THROUGH UTILITY SHED
<br />
<br />PAN WALL CONNECTION
<br />
<br />-J
<br /><l:
<br />(/):)
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<br />
<br />SHEET
<br />
<br />2
<br />
<br />OF
<br />
<br />7
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