Laserfiche WebLink
<br />'.0..;---- : <br /> <br />< <br /> <br />w <br /> <br />/ <br /> <br />,. <br /> <br />.' <br /> <br />< <br /> <br />w <br /> <br />w <br /> <br />, <br />!; <br /> <br /> !! <br /> :j <br />N , <br />U; i <br />..J A;~W!2-0H. , , <br />::J <br />~ I <br />..J .! <br />z <br />< <br /><l. <br />Vl 'I <br />;;; 'I <br />< <br />U; II <br />::J <br /> <br />:i <br /> <br />MONC-SLOPED ROOF <br /> <br /> <br />II <br />OVi::Ri-'ANG V'&'?IES <br />,I <br /> <br />OVERHANG V,&.?IES <br /> <br />N <br />u; <br />...; <br />eo <br />< <br />... <br />...; <br /> <br />il <br />" A'~W!2-0.H, <br />il <br /> <br />:1 <br />";:W/2-0H, ---,<-- A:W!2.0.H. <br />,I '1 <br /> <br />'I <br />" <br /> <br />A"=W!2 <br />I <br /> <br /> <br />I) <br /> <br />~ <br /><l. <br />"1 <br />:::E <br />< <br />U; <br />::J <br /> <br />'I <br />'I <br />ii <br /> <br />i( <br /> <br />:1 <br />:1 <br /> <br />:1 <br /> <br />'I <br />Ii <br /> <br />II <br />" <br /> <br />, <br />'. l' <br />~---- <br />~L- <br /> <br />II <br />~ <br /> <br />l' <br /> <br />"', <br /> <br />NOTE,; FOR Si:AM SP,...N lENG~" 'A" FOR TABLE 2.11 AND <br />TABLE 2,1.2 EO\JALS THE lARGER OF: A ~ "I OR A ~ W!2-0.H. <br /> <br />Si-.ADiNG DENOTES VAXIMUM ROOF <br />Ai\EA FOR COLliMNS A.NO FOOii.NG <br /> <br />DOUBLE CARPORT <br /> <br />SINGLE CARPORT <br /> <br />" SLOPE <br /> <br />6EAM ii= RSQUIRED <br />FOR KNEE 6RAOING <br /> <br />. SLOPE <br /> <br />~\ 1(2 , <br /> <br />1(2 <br /> <br />12 <br /> <br />12 <br /> <br />I <br />,[ <br />I <br />:1 <br />~ V'{' FOR SEAM SIZE <br />Ii <br /> <br />:1 <br />\1 <br /># <br />II <br />Ii <br />I: <br /> <br />Ai <br />KNEE SRACE ~ i'l <br /> <br />I, <br />V'{' FOR Si:AM SIZE --,", <br />II <br />!I <br />:i <br /> <br />:: <br />II <br />"Jj <br /> <br />y <br />" <br />, <br /> <br />Ii <br /> <br />V'{' FOR SEAM SIZE <br />SEE TABLE 1 <br />AFTER CCMf".:TiNG 'A' <br />lARGEST VALUE <br /> <br />,\1 <br />I <br />ii <br />I <br />ii <br />II <br />'11 <br /> <br />. MINIMUM SLooE SHAlL 6E 1rr PE" 1 2' E):CEPT FOR 0.C1$'" PANS <br />FOR IY'rlICH rriE SLOPE SKAlL 61: :Y4' PE" 12" FOR SPA.'1S <br />EXCEEDING 12'-0' OR MANUFACilJRERS RECOMMENDED SLOPE <br /> <br />POST SiZE A."O S?ACiNG PER TABLE 2,1,1 <br />A."O I OR TABLE 2,12 <br /> <br />KNEE SR.ACES Ai\E '::I.EQUIRED IF POSTS <br />Ai\E NOT SET IN CONCRETE FooT,NG <br /> <br />NOTE: <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br /> <br />END VI8N SINGLE CARPORT <br /> <br /> / ' 2" ALUMINUM PA.'1EL ROOF 12 <br /> SEE TABLE 2,5 11'2 :.---- <br /> -::J <br /> e_ II :1 il II I <br />" I I ii--L X:I <br />" II il il <br />II RECEIVING CHANNEL RECEMNG CHANNEL II II I <br />d II II II Ii II II I I <br />I I! i 11 <br />! !1 [I II i i il I II \i <br />i 'I II II !i I <br />i' <br /> II , I ,I i I 'I i <br /> " I II <br /> Ii II Ii Iii I II <br /> 'I II 12" ALUMINUM PA."EL 12" ALUMINL;M PA.'iEL I ;! Ij <br /> \1 " II SEE TABLE 2,5 SEE TABLE 2 5 i I j( <br /> Ii II II :1 'I :1 II II <br /> \1 :1 1\ II I <br /> \1 11 I i, <br /> II :' RECEIVING CHA."NEL RECEMNG CfiA.NNEL ~I Ii <br /> II 11 ~ il I: <br /> .-==.J I' <br /> ALUMINUM UTILITY SHED WALL ALUMINUM UTILITY SHED WALL <br /> WITH DOOR (ELEVATION) (ELEVAT\ON) <br /> <br />'2 <br />\1'2=-- <br /> <br />c::. <br />ii~ <br />::1 <br /> <br />1- <br />,I <br />II ",......- <br />;p <br />" <br /> <br />t/ <br /> <br /> <br />r:--- 'IVi4 ~' <br /> <br />RIDGE CAP <br /> <br />i I <br />1 <br />"'- 'Z -<r --" <br /> <br />"-7 <br /> <br /> <br />9 <br />;.. <br /> <br />'.i... <br /> <br />~/ <br /> <br />Nt2 <br /> <br />" <br /> <br />',':"""'- 3" x 3" <br /> <br /> <br />~~ <br />'" <br />"" <br /> <br />w <br /> <br />GABLE CARPORT FRONT ELEVATION <br /> <br />'---- <br /> <br />I~ <br />II <br />I <br /> <br />:1 <br />i I 9 <br />;1 F.... <br /> <br />I <br />I <br />I <br />I, <br />1, <br />:.i <br /> <br />", <br /> <br />,../ <br /> <br />PAN ROOF SEE: 'ABLE 2,5 <br /> <br />::J <br /> <br />RECEM,'iG CHANNEL <br />PA." 70 WALL C CHAN,'iEL <br />(3) #8 x 112' PER PAN <br />PAN WALL <br />2" x 2" x 0.044' BRACE FOR <br />MORE PA." HEIGHT REFER <br />TO TABLE 2 . 5 <br />\14'0 X ',114' EMBEDMENT <br />EXPA."SION SOL TS OR EOUAL <br />DRIVE PINS AT 24' ON CENTER <br /> <br />3- , /2" CCNCR ET E SL4.S <br /> <br />SECTION THROUGH UTILl1Y SHED <br /> <br />L"2 <br /> <br />,...-- RI DOE 6 EAI-A <br /> <br />" <br /> <br />Wf4 ---,'< <br /> <br />','1/2 = LOAD ',vIDrri FOR RIDGE SEA}-A SP","" <br /> <br />RIDGE SEAM SEE TABLE 2,11 AND lOR <br />T Ai3L:: 2,1.2 <br /> <br />PA." OR COMPOSiTE PA.NEe ROCF <br /> <br />: I <br />II <br /> <br />! 1 <br /> <br />NOTCH P()ST TO RECEIVE SEAM <br />Wlrri (2)3-\/Z' x \/4' rriRU-SOli <br />WlrrilOCK NUT 70P AND SCT/OM <br /> <br />SEAl,( i'!OR 7 ABLE 2,'.' AND I OR TABLE 2. ~;( <br /> <br />;>CST PER TABLE 22' AND 1 OR TABLE 222 <br /> <br /> <br />" <br /> <br />"'--- LOAD WIDrri FOR CENTER SEAl,( <br />. PER TABLE 2,1.1 A.NO lOR TABLE 2,1.2 ~ <br /> <br />Ii <br />! i <br />Ii <br />ii <br /> <br />L <br /> <br />,../ <br /> <br />...; <br /> <br />NOTE: <br />K."E:: SRACES REQUIRED IF PCSTS A.RE <br />NOT SET ,NTO CONCRETE FOWNCA 1;ON <br /> <br />'\1 <br /> <br />II <br /> <br />! i <br /> <br />L <br /> <br />,/ <br /> <br />GABLE CARPORT SIDE ELEVATiON <br /> <br />~ <br />: 1- <br />G~ <br />---..!' <br />t I ....-r- <br />~ , <br />I 0 I <br />f j <br />\ I <br />I <br />I <br />I <br />r <br /> <br />#8 x 1(2' SHES METAL SCRE\"I <br />INTO EACH RISER AT PA....EL ENDS <br /> <br />TOP AND SCTiOM PA." <br /> <br />SOiTCM CHANNEL ANCi-'CRED TO SlAS <br />W1lli \/4'0 x 1" EMBEDMENT EX?A.NSION <br />aOL TS AT 24' ON CENTE.R OR CONCq,:;c <br />SCREWS <br /> <br />12' RISER PA."EL SEE TABLE 2 . 5 <br /> <br />, <br />I <br />I <br />~ <br />I <br />~ <br /> <br />ATTACH PA.'iELS TO C}-IANNEl W!7'H <br />(2) #8 x llZ' SHEET METAL SO,EWS <br />EACH PA."EL AT E.~CH END <br /> <br />PAN WALL CONNECTION <br /> <br />(/) :% <br />0 z <br />w -< <br />1: ~ <br />If) 2 <br />06 C <br />(/) u: <br />~ LL <br />W C <br />> <br />0 if <br />U U <br />C <br />0 ~ <br />f= <br />< ( <br />Q.. <br /> C <br />(/) ~ <br />f- ~ <br />rv ~ <br />6 ~ <br />Q.. <br />IV . <br />< ~ <br />U <br /> <br />>- <br />w~ <br />tis <br />'" <br />......-~ <br />......\,) <br />0),,- <br />c~ <br />c:;, <br />0) :l. <br />cn~ <br />'" <br />. ::. <br />w~ <br />C)~ <br />u~ <br />c ~ <br />O)i.: <br />... < <br />3~ <br />(1j";: <br />~\. <br /> <br /> <br />O~ <br />