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<br /> <br />= <br /> <br />, ~ <br /> <br />W <br /> <br />,I <br /> <br />- <br />N <br />w <br />...J <br />~ <br />f- <br />...J <br />Z <br />~ <br />V) <br />~ <br />< <br />w <br />c:: <br /> <br />Ii <br />'I <br /> <br />!! <br /> <br />II <br />~ ,I,'=WI2+O,H, <br />'I <br />II <br />~ i <br /> <br />/' <br /> <br />:! <br /> <br />:1 <br />il <br />;j <br />" <br /> <br />:I <br /> <br />il <br /> <br />! <br />. ~' <br />~--_. , <br />'-<--- ~ <br /> <br />~ <br />i~ <br /> <br />I~ <br /> <br />II <br />Ii <br />OVERHANG VARIES <br />II <br />il <br />,I,'=WI2 <br />II <br />!I <br />II <br />il <br />II <br />!! <br /> <br />" <br />I: <br /> <br />" <br />, <br />" <br /> <br />~ <br /> <br />W <br /> <br />< <br /> <br />,'" <br /> <br />il <br />II <br />'I <br />II <br />,I,'=wl2+oir' <br /> <br />N <br />w <br />...J <br />~ <br />f- <br />...J <br />~ <br />Q. <br />V) <br />~ <br />< <br />w <br />c:l <br /> [I <br /> II <br /> 'I <br /> I, <br />\' : .. <br />" <br />>,,--- , , <br />':<--- I <br /> <br /> <br />NOiC: FOR 6~1,\ S?"''-I LENGTrl 'A' FOil. TABLE 2," "''-10 <br />TABLE 2,\,2 EQUALS TrlE LAHGEil. OF: A = W Oil. A = WI2.0,H. <br /> <br />S~I,\ IF REQUI'lED <br />FO"l. ~EE BRACiNG <br /> <br />Ii <br />I <br />I, <br />~ -'1'1 FOR SEAJ..i SIZE <br />Ii <br />:, <br />I <br /> <br />ii <br /> <br />DOUBLE CARPORT <br /> <br />\'12 <br />II <br />" <br />\j <br />4" <br />i! <br />II <br />!, <br />'I <br /> <br />. SLOPE <br /> <br />',12 <br /> <br />12 <br /> <br />AI <br />K....EE BRACE ~ :1 <br /> <br />W 'OR BEAM "'" l <br /> <br />. MINIMUM SLO"E SHAlL SE ',r;: PEil. \2' EXCEPT FOR 0,026" P"''>S <br />FOR WHICH TrlE SLOPE SKALL BE 31" PEil. 12" FOR SP"'...S <br />EXCEEDING 12''''' 0"< MANUFACTURERS RECOMMENDED SLOPE <br /> <br /> <br /> <br />~ <br /> <br />~ <br /> <br />,~ <br />~ I <br /> <br />IV <br /> <br />L <br />~ , <br /> <br />II <br />MONO-Sl.OPED ROOF II <br /> <br />OVERHANG VARIES II <br /> <br /> <br />SI-'ADING DENOTES foI.AXJMUM ROOF <br />AREA FOR COLUMNS A.'-ID FOOTiNG <br /> <br />SINGLE CARPORT <br /> <br />, SLOPE <br /> <br />12 <br /> <br />iV <br />il <br />I, <br />,! <br />I, <br />,j <br />i,j <br /> <br />~! <br />:1 <br />'I <br />11 <br /> <br />W FOil. SEAM SIZE <br />SEE TABLE \ <br />AFTEil. COMPl)TI,....G 'A' <br />lA.'lGEST VALUE <br /> <br />NOiE: KNEE BRACES ARE REQUIil.ED IF POSTS <br />ARE NOT SET IN CONCRETE FOOTING <br /> <br />POST SiZE "'...0 S?AC1NG PER TABLE 2,'" <br />A.'-ID I OR TABLE 2,1,2 <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br /> <br />END VIEW SINGLE CARPORT <br /> <br /> r 12" ALUMINUM P"'...EI. ROOF 12 <br /> SEE TABLE 2 ,5 112 ____ <br /> ...=J <br /> e:- " il I: <br /> :i ~ J" , !i I' II <br />" ;1 " ;i <br /> ;1 RECEIVING CHA"'NEl RECEIViNG CH"'...NEI. ~ :1 :1 :1 :! <br />'i " ,I <br /> I' I, <br />I, I " II 11 Ii <br />II :' ,I <br /> I' " , i: ,I <br />:1 ,I 'I " <br /> " <br />I' II I I: , <br />l' " <br /> ,I 'I ,I <br />I! i' " 'I :1 <br />I' -1--- 12" ALUMINUM P"'...EI. 12" AlUMINUM P"'...EL I, ,: <br />:1 I it SEE TABI.E 2,5 SEE TABI.E 2,5 I' " :1 <br /> ,I I! <br /> I .; :1 , <br />:1 il II <br /> :' ,I I' 1: <br />" I RECEIVING CHA...NEI. RECEIViNG CHA"'NEL -",: <br />" ,---~-- I' ,I <br /> "I, ': ,I I <br />- <br /> <br />ALUMINUM UTILITY SHED WALL <br />WITH DOOR (ELEVATION) <br /> <br />ALUMINUM UTiLITY SHED WALL <br />(ELEVATION) <br /> <br />'2 <br />112=- <br /> <br />C::::,~ <br />~I "- <br />II <br />1:->- <br />!I <br />11--- <br />'c <br />!I <br />II <br />:1/-- <br />\; <br /> <br />.. . .: <br /> <br />tI'- Wi4 -,0' <br /> <br />WI2 <br /> <br />WI4 --;' <br /> <br />W12 = LOAD WiDTrl FOR RIDGE BEAM SP"'... <br /> <br /> <br />RIDGE CAP <br /> <br />I' <br />L"l <br />I <br />i <br />II <br />\ : <br />II <br />: I <br /> <br />1\ <br />Ii 3.13. <br />i:[ <br />~ <br /> <br />b <br />..:. <br /> <br />" <br /> <br />,... <br /> <br />W <br /> <br />--" <br /> <br />GABLE CARPORT FRONT ELEVATION <br /> <br />" <br /> <br />L'2 <br />~ RIDGE SEAM <br /> <br />>'- <br /> <br />LOAD WIDTH FOR CENTEil. SEAM <br />PER TABLE 2,1.\ "''iD I OR TASlE 2.1.2 --- <br /> <br />IV ' II <br />,\ <br />;1 i I <br />" <br /> I il <br /> I q 1\ <br /> '- <br />I <br /> II <br />II , <br /> , <br />, , L ~ <br />, <br /> <br />, , <br /> <br />RIDGE SEAM SEe TABLE 2, \.1 1.....D I OR <br />TABLE 2,1.2 <br /> <br />PA."i OR COMPOSITE PA."iEL ROOF <br /> <br />NOTCH POST TO RECEIVE BEAM <br />WiTrl (2) 3-1r;: xl". THRU-ClOL T <br />WiTH LOCK NUT TO? A....D BonOM <br /> <br />SEAM PER TABLE 2,'" A.'10 I OR T ASLE 2.' ,2 <br /> <br />POST PER TABLE 2.2,1 A....D I OR T ASLE 2.2,2 <br /> <br />, <br /> <br />.'lore: <br />K....EE SRACES REQUIRED IF POSTS ARE <br />NOT SET INTO CONCil.ETE FOUNDATION <br /> <br />~i <br /> <br />GABLE CARPORT SIDE ELEVATION <br /> <br />P"'... ROOF SEE TABLE 2,5 <br /> <br />13 <br />rq- <br />I 0 \ <br />I 1 <br />I I <br />\ <br /> <br />L <br /> <br />/1.8 x \.12. SHE ET METAL seREVI' <br />INTO EACH RISER AT P"''iEI. ENDS <br /> <br />TOP "'....D BonOM PA.... <br /> <br />..::J <br /> <br />sonoIA CKA.'iNEL A.'1CHORED TO SLAB <br />WiTH ''''0 I I' EMSEDMENT EX?"''\SION <br />SOl TS AT 2" ON CENiER OR CONCRE<E <br />SCRE\VS <br /> <br />RECEIVING CHA"'NEL <br />P"'... TO WALL C CHA...NEI. <br />(3) /:'8 x 112' PER PA.... <br />P"'... WAlL <br />2' x 2' I 00<<' BRACE FOR <br />MORE P"'... HEIGHT REFER <br />TO TABLE 2,5 <br />1/,'0. "",' EI.ISEDI.IENT <br />EX?"''\SION SOl TS OR EOUAl <br />DRIVE PINS AT 2" ON CENTER <br /> <br />12" RISEil. P"'...EL SEE TABLE 2 ,5 <br /> <br />I <br />~ <br /> <br />3-\12' CONCRETE SLAB <br /> <br />AnACH PANELS TO CHA"'NEL WITH <br />(2) /:'8 I lr;: SHEET MET Al. SCREWS <br />EACH P"'...EL AT EACH END <br /> <br />SECTION THROUGH UTILllY SHED <br /> <br />PAN WALL CONNECTION <br /> <br />/' <br /> <br />....J <br />-< <br />U) ::) <br />o Z <br />W -< <br />I ~ <br />rf) Z <br />'" 0 U) <br />U)U)....J <br />a:: W <br />Wo~ <br />>(I)W <br />Owo <br />o a:: N <br />O:J <br />f=f-Z <br /><00 <br />0... ::) f= <br />. a:: 0 <br />U)f-W <br />f-U)U) <br />cr: ~ <br />0::) <br />0... Z <br />a:: _ <br />-< ~ <br />0::) <br />....J <br />-< <br /> <br />... <br />':!: <br />W ~_ <br />'... N <br />0.. ::> - <br />V)P: <br />......- ~ it ... <br />a:; :: <' ~ <br />C~5~~ <br />c~):",:g <br />a53~[~ <br />\U::~~ <br />. ::> ... I.U ~ <br />W~5~e. <br />Q)ct~~~ <br />""-''''W''- <br />'"""'l.Ur"')~ <br />C:!:...w <br />- >< ... <br />Q) ~ 0 <br />L- UJ '" <br />3::;Q <br />ro ~ !l. <br />.-.J1.l <br /> <br /> <br />OF <br /> <br />: , <br />! I <br />I: <br /> <br />! ' <br /> <br />7 <br />