00-9131 - Laserfiche WebLink

Browse Search

, , 11 I~ 0 i:i ~.{ W lj. W '} ~ 1 ~ I 11 II II II OVERHANG VARIES - II II N II II w .... ~j=Wr2+o.H. ,. AfiWr2 ,~ ~ I .... II ! II ~ Cl. 11 II II) ~ II II <Xl II II I II II I II II I II II l " " ~ ","---.', '. , L-.....:. . I, , NOTE; FOR BEAM SPAN LENG111'A' FOR TABLE 2. U AND TABLE 2.1.2 EQUAlS 11;E lARGER OF: A = W OR A = W/2+O.H. DOUBLE CARPORT BEAM IF REQUIRED FOR KNEE BRACING II r W FOR BEAM SllE :1 , SLOPE \ 1/2 1 I' ~-= i KNEE BRACE ~ il [ W,"R'~S~ ~~ '2 . MINIMUM SLOPE SHALL BE 1/Z' PER '2' EXCEPT FOR 0,026" PANS FOR WHICH 11;E SLOPE SHAlL BE 314' PER 12' FOR SPANS EXCEEDING '2'.q' OR MANUFACTURERS RECOMMENDED SLOPE END VIEW DOUBLE CARPORT (GABLED) I II , I i II I. II II IUI] IcJ r :1 I , I t~- II [1 "r-r ALUMINUM UTILl1Y SHED WALL WITH DOOR (ELEVATION) '2' AlUMINUM PANEL ROOF SEE TABLE 2.5 I'-- W/4 WI2 " W14__ I i WI2 = LOAD WlOTIi FOR RIDGE BEAM SPAN ~ ~ I I I' RIDGE eN> I i ~~ W R I RIOGE BEAM SEE TABLE 2. '.1 AND I OR I II TABLE 2.12 I MONO-SLOPEO ROOF II 3')( 3' PAN OR COMPOSITE PANEL ROOF - OVERHANG VARIES II N w L 2'.q' ..J ~ NOTCH POST TO RECEIVE BEAM ..J W1ni (2) 3-1IT )( 1J4' niRU-BOl T ~ WITH LOCI< NUT TO\> AND BOTTOM II) BEAM PER TABLE 2. U AND I OR TABLE 2. 1.2 ~ ~ a:l POST PER TABLE 2.2. 1 AND I OR TABLE 2.2.2 < l' Y "I'" SHADING DE....OTES MAXlMUM ROOF AREA FOR COlUMNS AND FOOTING SINGLE CARPORT , SLOPE -- 1/2 '2 I' I i W FOR BEAM SIZE SEE TABLE 1 AFTER COMPUTING 'A' lARGEST VAlUE I il POST SIZE AND SP AClNG PER TABLE 2. U AND I OR TABLE 2.1.2 NOTE: KNEE BRACES ARE REQUIRED IF POSTS ARE NOT SET IN CONCRETe FOOTING END VI8N SINGLE CARPORT 12 112~ C X' RECEIVING CKA.'lNEL I i I \ J II I II -ftl !,', 12' AlUMINUM PANEL SEE TABLE 2 5 II ii RECEIVING CHANNEL ~I RECEIVING CHANNEL 12' AlUMINUM PANEL SEE TABLE 2.5 RECEIVING CKA.'lNEL " I I I I I I ::J II -n I i I , I I I I I' ,I I' , i ALUMINUM UTlLl1Y SHED WALL (ELEVATION) 12 1/2 ==-- Ii,\: I 1--== ,/ I " , ~~ ,,'" W GABLE CARPORT FRONT ELEVATION , ,. ," U2 ~ RIDG.E BEAM ,~ i ! jr , II i i ! LOAD W1DTIi FOR CENTER BEAM I I if-- PER TABLE 2.1.1 AND lOR TABLE 2.1.2 -- ~-----------~------------ , ,r q ;... I / L I L , NOTE: KNEE BRACES REQUIRED IF POSTS ARE NOT SET INTO CONCRETE FOUNDATION L , GABLE CARPORT SIDE ELEVATION PAN ROOF SEe TABLE 2.5 ::J EF :r RECEM"IG CHANNEL PAN TO WAlL C CHANNEL (31 #8)( 112" PER PAN PAN WALL 2' x 2' x 0.0<<' BRACE FOR MORE PAN HEIGHT REFER TO TABLE 2.5 1/4"0)( l-IJ4' EMSEDMENT EXPANSION BOt. TS OR EOUAL DRIVE PINS AT 24' ON CENTER 3-1IT CONCRETE StAB SECTION THROUGH UTILl1Y SHED PAN WALL CONNECTION #8 x 112' SHEET METAl SCREW INTO EACH RI$CR AT PANEL ENOS TOP AND BOTTOM PAN BOTTOM CHANNEL AN~ORED TO StAB W1111 114'0 x l' EMBEDMENT E.X?.ANSION BOlTS AT 24' ON CENTER OR CONCRETE SCREWS 12' RISER PANEL SEE TABLE 2.5 I ATTACH PANELS TO CHANNEL W1111 (2) #8)( lIT SHEET METAl SCREWS EACH PANEL AT EACH END -l ~ C/)::) OZ W~ J:~ rf) Z "-'0 ViCi5:3 ~~~ OC/)W U~~ O::)Z -I- ~UO o.::)i= .n:U Vil-W I-Vic/) n:~ 0::) o.z C!_ 4::~ U::) ...J 4:: f- ui ~_ '... N 1'\ :>_ u.. II) N .......-~~.. ....... u ~,.... Q)f-<"" E~~~~ ~~~i~ w:t--_. .~f-UJ~ Wa5iS-- '<Il:tx Q)U lS ~ fu ~ w........ C~.UJ Q)i3~f- '-~<Xl ~ll.Ici 1 2 OF 7