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<br />____I <br /> <br /> <br />"'I" <br /> <br />"'" <br /> <br />~ ~ <br /> <br />< <br /> <br />< <br /> <br />W <br /> <br />W <br /> <br />I, <br />, <br /> <br />II <br />OVERKANG VARIES <br />'I <br />II <br />A'-=WI2 <br />,I <br />II <br />I[ <br />il <br />II <br />II <br /> <br /> <br />;j <br /> <br />'" <br />UJ <br />..J <br />c:l <br /><t <br />... <br />..J <br />Z <br /><( <br />0.. <br />Vl <br />::E <br /><t <br />UJ <br />c:l <br /> <br />II <br />il <br />r. AtWl2..oH, <br />!! <br />II <br />I il <br />II <br />II <br />II <br /> <br />,I <br />II <br /> <br />~/ <br /> <br />N <br />UJ <br />..J <br />c:l <br />~ <br />..J <br /> <br />~ <br />0.. <br />Vl <br />~ <br />!Xl <br /> <br />II <br />II <br />II <br />il <br /> <br />'I <br />:1 <br /> <br />i <br />c. " <br />""----, <br />~~ <br /> <br />Ii <br />:j <br /> <br />~, <br /> <br />l' <br /> <br />8 <br /> <br />~OT2 FOR 3EAI'" SPAN LENGll-i 'A' FOR TABLE 2.1.1 AND <br />TABLE 2. 1.2 EQUAlS TI1E u.RGER OF: A = W OR A = WI2~O.H. <br /> <br />SI-'.ADING DENOTES MAXIMUM ROOF <br />AREA FOR COLUMNS A.'<O FOOTING <br /> <br />DOUBLE CARPORT <br /> <br />SINGLE CARPORT <br /> <br />. SLOPE <br /> <br />BEAM iF REQUiREO ~ <br />FOR KNEE BRACING \ 112 I <br />\ <br />II AI <br />-L:, KNEE BRACE ~ I <br />, , <br />W FOR BEAM SIZE "'. W FOR BEAM SIZE -,' <br />'I I <br />i: 1 <br />" :1 <br /> <br />. SLOPE <br /> <br />-- <br /> <br />112 <br /> <br />12 <br /> <br />12 <br /> <br />IV <br />I <br /> <br />W FOR BEAM SiZE <br />SEE TABLE 1 <br />AflER CO"'PUTING 'A' <br />u.RGEST VAlUE <br /> <br />,\1 <br />,I <br />II <br />II <br />'I <br />,\ <br /> <br />, <br />I <br />:,\ <br />:1 <br />if-- <br />:1 <br />!I <br />I <br />ii <br /> <br />. MINIMUM SLOPE SHALL BE 11Z" PER 12' EXCEPT FOR 0.026" PA.'<S <br />FOR WHICH TI1E SLOPE SHAlL BE 3/4' PER 12' FOR SPA.'<S <br />EXCEEDING 12'-<)' OR MANUFACTURERS RECOMMENDED SLOPE <br /> <br />POST SiZE AND SPACING PER TABLE 2.1.1 <br />A.'<D 1 OR TABLE 2.1.2 <br /> <br />KNEE BRACES ARE REQUIRED IF POSTS <br />ARE NOT SET IN CONCRET: FOOTING <br /> <br />NOTE: <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br /> <br />END VIEW SINGLE CARPORT <br /> <br /> r 12" ALUMINUM PA."EL ROOF 12 <br /> SEE TABLE 2.5 112~ <br /> -=:J <br /> C 'I -~ <br />II :1 I II II tL -1( I <br />RECEIVING CHANNEL RECEIVING CHANNEL <br />'I I 'I :1 <br /> II I Ii I: I <br />" I 'I I' i I I, <br />i' 'I II :1 I II <br />Ii II :1 ! Ii II <br /> 'I I II <br /> II i ,I I' 'I i <br /> ,I II ~ , i I, I <br /> " ~- 12" ALUMINUM PANEL 12" AlUMINUM PANEL , I II <br /> , 'I <br /> I 'I Ii SEE TABLE 2.5 SEE TABLE 2.5 ' I i, I :1 <br /> II II I I) <br /> ! " II <br /> 'I Ii :! Iii '[ !I <br />Ii :\ II RECEIVING CHA"NEL RECEIVING CHA'<NEl Ii " Ii <br />AT ~I ,I <br />~ I' I. " <br /> <br />ALUMINUM UTILITY SHED WALL <br />WITH DOOR (ELEVATION) <br /> <br />ALUMINUM UTILITY SHED WALL <br />(ELEVATION) <br /> <br />12 <br />112 =-- <br /> <br />==- <br /> <br />i'~ <br />I <br />i <br />\10-- <br />iF <br />11/ <br /> <br />I'-- Wi4 --r' <br /> <br />WI2 <br /> <br />,.,,; <br /> <br />W/4 __ <br /> <br />RIDGE CAP <br /> <br />WI2 = LOAD WIDln FOR RIDGE BEAM SPAN <br /> <br /> <br />RIDGE BEAM SEE TABLE 2.1,1 AND I OR <br />TABLE 2.12 <br /> <br />PA." OR COMPOSITE PA."EL ROOF <br /> <br />!li <br /> <br />i i I <br />I ,: <br />,;'- Z-<)" _I <br />I, <br /> <br />II <br />I' <br />! I <br />II <br />II <br /> <br />" <br /> <br />I.., <br />., <br /> <br />"~ <br /> <br />II <br /> <br />'1 <br /> <br />I <br />I. <br />II <br />. , <br />: i <br />II <br />I, ? <br />II <br />! I <br />I ~ <br />I <br /> <br />'10TCH POST TO RECEiVE 3EAM <br />Wlll-i (2) 3-11Z" x 114' THRU-BOl T <br />Wlln LOCK NUT TOP AND BOTTOM <br /> <br />BEAM PER TABLE 2.1.1 AND I OR TABLE 2.1.2 <br /> <br />POST PER T A8lE 22.1 A."D I OR TABLE 2.2.2 <br /> <br />~~ <br /> <br />9 <br />;... <br /> <br />'i" <br /> <br />/~ <br /> <br />W <br /> <br />;< <br /> <br />GABLE CARPORT FRONT ELEVATION <br /> <br />LiZ <br />,,-- RIDGE BEA.'A <br /> <br />,/ <br /> <br />I, <br />" <br /> <br />1'1 <br />u _ __ <br /> <br />IVi <br />II ' <br />I ~ <br /> <br />I <br />I <br />- -I~ - - - - - - - - - - _;j <br /> <br />LOAD WIDTH FOR CENTE.'l. BEAM <br />r'- PER TABLE 2.1.1 AND I OR TABLE 2.1.2 --,.: <br /> <br />NOTE: <br />K.'<EE BRACES REQUIRED IF POSTS ARE <br />NOT SET INTO CONCRETE FOUNDATION <br /> <br />~I <br />: ! <br />" <br />II <br />il <br />Ii <br />I, <br />:1 <br />Ii <br />11 <br /> <br />il <br />II <br /> <br /> II <br /> , II <br /> , <br /> I i <br />, / L , / <br /> <br />L <br /> <br />r <br /> <br />GABLE CARPORT SIDE ELEVATiON <br /> <br />PA.N ROOF SEE TABLE 2.5 <br /> <br />cr <br />rQ-- <br />f 0 I <br />f j <br />I <br /> <br />, 2' RiSER PA.'<EL SEE TABLE 2 ,5 <br /> <br />#a x 112" SHEET METAL SCRE".... <br />INTO EACH RISER AT PANEL ENDS <br /> <br />TOP A.'1D seTTOM PA.N <br /> <br />-=:J <br /> <br />BOTTOM CHA",NEl ANCHORED TO su-.a <br />WITH 114'~ x l' EMBEDMENT EX?A."SION <br />BOLTS AT 24' ON CENTER OR CO~ <br />SCREWS <br /> <br />RECENlNG CHANNEL <br />PA.N TO WALL C CHA"NEL <br />(3) #a x 112' PER PA.'< <br />PA.N WAlL <br />2' x 2' x 0.044' BRACE FOR <br />MORE PA.'< HEIGHT REFER <br />TO TABLE 2 . 5 <br />1/4'~ X 1.1/4' EMBEDMENT <br />EXPANSION BOLTS OR EQUAl <br />DRIVE PINS AT 24' ON CENTER <br /> <br />I <br />! <br /> <br />~ <br />I <br />~, <br /> <br />3-112' CONCREtE SlAB <br /> <br />ATiACH PA."ELS TO CHANNEL WIll-i <br />(2) #a x 11Z" SHEET METAL SCREWS <br />EACH PA....EL AT EACH END <br /> <br />SECTION THROUGH UTILITY SHED <br /> <br />PAN WALL CONNECTION <br /> <br />-l <br />< <br />(/)::J <br />o Z <br />W < <br />I~ <br />If) Z <br />""'S2 <br />(/)(/) <br />O:::w <br />Wo <br />>(/) <br />Ow <br />00::: <br />O::J <br />~G <br />o.::J <br />.0::: <br />(/)f- <br />I-(/) <br />o:::~ <br />O::J <br />o.z <br />0:::_ <br /><~ <br />o ::J <br />-l <br />< <br /> <br />f- <br />.~ <br />W:!: ~ <br />. .... <- <br />f"I ::) ~ <br />u... <n " <br />- <: .. <br />::: 8 i:i <br />Q)...~ <br />C ~ 2 <br />C llJ C <br />Q) ~ > <br />........ 0 ~ <br />LJ..l ... - <br />. ~ ~ <br />w:!5 e <br />, u <br />Q) Cl: . <br />" llJ ~ <br />'-' llJ . <br />C <: ' <br />Q)\3~ <br />L..~C <br />~;.c <br />\V. ~ c <br />~G.' <br />/ ' <br /> <br /> <br />I SHEET <br />I ' <br />I I <br />.) , <br /> ~ <br /> OF <br />