Laserfiche WebLink
<br />, , 0 ~ 0 <br /> " <br /> ,; <br /> ~: w I'~ W 'I <br /> ~ 1 ~ I <br /> !I II II <br /> il II (/ <br /> OVERHANG VARIES <br />- !I II <br />N i,/ II <br />w <br />-- ~i=W12..o.H. A"=WI2 <br />0) <br />-< il <br />r- <br />-' !I II <br />z <br />< tI il <br />~ <br />m <br />~ !\ II <br />w <br />0) II II <br /> I II II <br /> I il il <br /> I <br /> I ~ I ,I <br /> I <br /> '- I' :I ~ <br />'<----., <br />, ~ " <br />, <br /> <br />I' <br />I <br />I <br /> <br /> <br />'" <br />W <br /> <br />~ <br /> <br />-' <br />~ <br />0- <br />m <br />::l: <br />-< <br />w <br />0) <br /> <br />i <br />'. l' <br />....... <br /> <br />';... <br /> <br />!';OTE; FOR BEAM SP.o.N LENGr" 'A' R)R TABLE 2. 1.1 AND <br />TABLE 2. I 2 EQUALS 111E lA'<GE,~ OF: A" W OR A = W12..o.H. <br /> <br />DOUBLE CARPORT <br /> <br />, SLOPE <br /> <br />SEAM IF REQUIRED <br />FOR KNEE BRACING <br /> <br />\',12 <br /> <br />'2 <br /> <br />II <br />r <br /> <br />!I <br /> <br />l' AI <br />! KNEE BRACE ~ : <br />I I <br />I W FOR SEAM SiZE ~ <br /> <br />Ii 1,'1 <br />I' <br />:i I <br /> <br />..." FOR SEAM SIZE <br /> <br />~ <br />;f <br />II <br />MONO-SlOPED ROOF 11 <br />II <br />II II <br />I!'-- fi=W12..o.H. T A=W12..o'11 <br /> <br />Ii 0~%:1 <br />!I ~~I <br />II I <br />II I <br />II <br />U <br /> <br />'I <br /> <br />~ <br />'~ <br />1 <br /> <br />II <br />II <br />II <br /> <br />W <br /> <br />OVSQ,HANG VARIES <br /> <br /> <br />SHADING DENOTES MAXlMUI.I ROOF <br />AREA FOR COLUMNS ....'10 FOOnNG <br /> <br />SINGLE CARPORT <br /> <br />, SLOPE <br /> <br />'/2 <br /> <br />'2 <br /> <br />W FOR SEAM SIZE <br />SEE TABLE I <br />AFI~ COMPUTiNG 'A' <br />LARGEST VALUE <br /> <br /> <br />., <br /> <br />. MINIMUM SLOPE SHALl. 3E ',rr PER 12" EXCEPT FOR a.02Q PANS <br />FOR VVHICH 11110 SLOPE SHALl. 3E 314" PER'2" FOR SPANS <br />EXCEEDING '2'-0" OR MANUFACTURERS RECOMMENDED SLOPE <br /> <br />POST SIZE AND SPAONG PER TABLE 2. I. I <br />AND I OR TABLE 2.'2 <br /> <br />NOTE; KNEE 3RACES ARE REOUIRED IF POSTS <br />ARE NOT SET IN CONCRETE FOOnNG <br /> <br />END VIEW DOUBLE CARPORT (GABLED) <br /> <br /> <br />r <br /> <br />, <br /> <br />I 'I <br />' i i! <br />1II1 II <br />II II II !I <br />lLcr <br /> <br />'2" ALUMINUM PANa ROOF <br />SEE TABLE 2.5 <br /> <br />'2 <br />'12 :..----- <br /> <br />C <br /> <br /> <br />~~"G~a 1 I, <br /> <br />'2" ALUMINUM PANEL ! I II <br />SEe TABLE 2, 5 inri I <br />RECEMNG CHANNEL ! I !I <br />~ <br /> <br />:1 II <br /> <br />RECEIVING CHANNEl. <br /> <br />'2" ALUMINUM PANEl. <br />seE TABLE 2.5 <br /> <br />RECEIVING CHANNEl. <br /> <br />Et'jD VI'eN SINGLE CARPORT <br /> <br />," <br /> <br />I <br />II <br /> <br />I~ <br />1 I <br />I I <br />I I <br />I <br />i <br /> <br />AlUMINUM UT1LllY SHED WALL <br />WITH DOOR (ELEVATION) <br /> <br />AlUMINUM UTILITY SHED WAlL <br />(ELEVATION) <br /> <br />SECTION THROUGH UTILITY SHED <br /> <br />'2 <br />'12 =-- <br /> <br />c <br /> <br />!~ <br />I <br />I <br />Ir___ <br />Ir/ <br />i' <br /> <br /> <br />RIDGE CJJ> <br /> <br />1f-- WI4 <br />I <br />I <br />1 <br /> <br />L Z-o" <br /> <br />~ <br /> <br />~.~ <br /> <br />r. <br /> <br />W/2 <br /> <br />I <br />i:1 <br /> <br />3.x:r <br /> <br />~~ <br /> <br />w <br /> <br />GABLE CARPORT FRONT ELEVATION <br /> <br />r- <br /> <br />1 <br /> <br />L/2 <br /> <br />"".-- RIDGE SEA'.! <br /> <br />...,; <br /> <br />WI. I <br /> <br /> <br />1 <br /> <br />I <br />I <br />II <br />I <br /> <br />--t< <br /> <br />I <br />! II ' <br />I LOAD WI0111 FOR CENTER SEAM ! <br />if-- PER TABLE 2. 1.1 AN,D I OR TABLE 2. 12 -----,< <br /> <br />W/2,. LOAD WlD111 FOR RIDGE BEAM SPAN <br /> <br />RIDGE BEAM seE TABLE 2.1.1 AND I OR <br />TABLE 2. 12 <br /> <br />PAN OR COMPOSITE PANEL ROOF <br /> <br />NOTCH POST TO RECElYE 3EAM <br />WITH (2) 3-,rr x '14" TI;R\J-8Ql T <br />wm.. LOCK NUT TOP AND BOTTOM <br /> <br />SEAM PER TABLE 2.1,' AND I OR TABLE 2.12 <br /> <br />, <br />?0-ST PER TABLE 2.2.' AND I OR TABLE 2.2.Z <br /> <br />~;~ <br />I <br /> <br />~~----~-----~~-----------~ <br /> <br />~ <br />10. <br /> <br />i <br />,./ <br /> <br />Nore <br />KNEE BRACES REQUIRED IF POSTS ARE <br />NOT SET INTO CONCRETE FOONOA nON <br /> <br />I. <br /> <br />I <br />I <br />," <br /> <br />GABLE CARPORT SIDE ELEVATiON <br /> <br />PAN ROOF SEE TABLE 2.5 <br /> <br />=.J <br /> <br />RECEIVING CHANNEL <br />PAN TO WALL C CHANNEL <br />(3) #8 x 1rr PER PAN <br />PAN wALL <br />2" x 2" x a.e<<" BRACE FOR <br />MORE PAN HEIGHT REFER <br />TOTABLE 2. 5 <br />'/4"0 x '-1/4" EMBEDMENT <br />EXP^,'1SI0N BOlTS OR EQUAL <br />ORNE PINS AT 24" ON CENTER <br /> <br />J.,rr CONCRETE SLA8 <br /> <br />ef <br />~ <br />~cr <br />f I <br />- I <br /> <br />L <br /> <br />,:' <br /> <br />#8 x'l2" SHEET METAl SCREW <br />INTO EACH RISER AT PANEL ENDS <br />TOP ANO BOTTOM PAN <br /> <br />r <br />BOTTOM CH...NNEL ANCHORED TO SLAa <br />W1TH 'J4'0 x," EMBEDMENT EXPANSION <br />BOlTS AT 24" ON CENTER OR CONCRETE <br />SCRE'NS <br /> <br />12" RISER P....'1EL SEE TABLE 2.5 <br /> <br />I + <br /> <br />ATTACH PANELS TO CHANNEL Wffio! <br />(2) #8 x,rr SHEET METAL SCREWS <br />EACH PANEL AT EACH END <br /> <br />PAN WAll CONNECTION <br /> <br />~ <br />< <br />(/):) <br />OZ <br />W < <br />:r:~ <br />[f) z <br />06Q(/) <br />(/)(/)~ <br />ffi1!:5=< <br />>(/)[jj <br />oWO <br />On::N <br />O:)Z <br />f=:i-O <br /><Of=: <br />o.:)U <br />.n:: <br />(/)i-W <br />I-(/)(/) <br />a.::~ <br />0:) <br />o.z <br />0::- <br /><~ <br />0:) <br />~ <br />< <br /> <br />... <br />'O!: <br />W ~_ <br />r':5 ~ <br />u... II) N <br />..~ : <br />...... 0 u. . <br />...,J U . ,.... <br />0)1-<'" <br />C~Z;:!:g <br />CLUO,",,,, <br />O)~S::."? <br />aJg::i~ <br />,~;:W~ <br />W~6a~ <br />O)cC~5:~ <br />"UJ,",wu. <br />"-"UJr"').... <br />C~..UJ <br />-)(r- <br />O)\:)O <br />'-~Ol <br />3lUO <br />~n: <br />.JJ u, <br />I / <br /> <br /> <br />OF <br />