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:-1 I II ."-- Wf4 WI?' ."-- 1'114 ~ ,./ wrz = LOAD WIDTl-i FOR RIDGE BEAM SPAN II ~ i;j , ;.j'--W I: 'I MONO-SLOPED ROOF OVERHANG VARIES :~ ;f il II Ii II A'~1'I/2 --_ A'=wrz~~ N UJ ~ f- -" ~ a. Vl ~ co ~ ~ II Ii il f II ,/- ~i~Wrz..oH. !, I' OVERHANG VARiES i i:i 3' x 3' PAN OR COMPOSITE PANEL ROOF RIDGE CAP _ RIDGE BEAM SEE TABLE 2,1.1 ANO I OR TABLE 2,1,2 ~f 1'1 1'1 r L Z~. T ' : I 9 ;... ~ ! ' Ii Ii , I I, ! I -Ii I N UJ -" III <C f- -" ~ a. Vl ~ OJ II t=W/2+0H NOTCH POST TO RECEIVE BEA'vl WITl-i (2) 3-1/2' x 1/4' Tl-iRU-BOL T W1Tl-i LOCK NUT TOP AND BOTTOM BEAI... PER TABLE 2,1.' AND I OR TABLE 2.1,2 POST PER TABLE 2,2.1 AND 1 OR TABLE 2,22 II , 1'1 ! ~ I Ii il II II AU TECHNICAL Pll.OVlDED 'A.S-LSo ~~CE /.(A TUlALS AU ~ DISCLAIMS ^LL "^AAA . ROYAL AWMlN\.;'M ::i~/-.ocLUDIN(; BUT ~~~. ~XPRES5EO OR FOlt IES OF MUCHANr fITD TO All A P ^R TlClJlNl PUPJ'OSE. ""'JUTY OR fITh:r.ss DOEs NOT WMMNT T ROYAL ALl.1l.4lNlJU g;:cPl Y vrrTH STATE 011.% ANY PRODUCT \VIU TOMUS AU sou L BUILDING CODa ~~/lIiG COMPLlANCl l ~ RESPoNS/8U fOA \N~Al P..lCVU.T~ ANY NiD AU RIDGE BEAM . "" .. ~-I 'c-I l' '<-- ,- _I'I / NOTE: FOR BEA'A SPAN LENGTH "A' FOR TABLE 2,' I AND TABLE 2,1,2 EQUALS THE LARGER OF; A = 1'1 OR A = W/2+0,H. SHADING DENOTES'.\AXIMGM ROOF AREA FOR COLUMNS AND FOOTING GABLE CARPORT FRONT ELEVATION DOUBLE CARPORT SINGLE CARPORT , U2 ~ , SLOPE I ------_-_-_-_-_~~" : ~ LOAD WIDTH FOR CENTER BEA'A ~ ~ -:- _ _ _ _ _ _ ~ERTABlE~1.~~O:_TABlE~1~ _ _ . SLOPE -- ~ / ~y 00,\, ,,~9' f)O" \I J(l (,',. ~ BEAM IF REQUIRED FOR KNEE BRACING -- \1/2 I 112 12 '2. r ~ "'''RACE ~~i~ - 'I W FOR SEA'" SIZE -I I ; I I NOTE: K,'IEE BRACES REQUIRED iF POSTS ARE NOT SET INTO CONCRETE FOUNDATION II ~ II W FOR BEAM SIZE SEE TABLE 1 AFTER COMPUTING 'A' lARGEST VALUE J W FOR BEA'" SIZE .' \~ 't ~. (, ~ ;:. . MINiMUM SLOPE SHALL BE 1/2' PER 12' EXCEPT FOR 0,026' PANS FOR WHICH THE SLOPE SHALL BE 314' PER 12' FOR SPANS EXCEEDING 12'-0' OR MA.'<UFACruRERS RECOMMENDED SLOPE POST SIZE AND SPACiNG PER TABLE 2.1,1 AND I OR TABLE 2.12 NOTE: KNEE BRACES ARE REQUIRED IF POSTS ARE NOT SET IN CONCRETE FOOTING IJ.-' 'I -;.. 30' ~~j/~ END VIEW SINGLE CARPORT GABLE CARPORT SIDE ELEVATION ,:' l I / , ~J l END VIEW DOUBLE CARPORT (GABLED) PAN ROOF SEE TABLE 2,5 r 12" AlUMINUM PANEL ROOF 12 12 SEE TABLE 2.5 112 ____ 112=- ::J ~ ~ LIIflI IIJ !IP ~ ~ 111 I' RECENiNG CHANNEL RECENlNG CHANNEL RECEMNG CHANNEL I II PA.,< TO WAll C CHANNEL I i II II I (3) #8 x 1/2' PER PAN I 'I il JLl! 1:= PA."4 WAlL I " il . 2' x 2' x 0044' BRACE FOR III i ' II II MORE PA.'< HEIGHT REFER 12' AlUMINGM PA."4El 12' ALUMINUM PA.'<El i TO TABLE 2.5 lilni SEE TABLE 2.5 SEE TABLE 2 . 5 I i II I I 1/ I ! II ! 114'0 x 1.114' EMBEDMENT Ii J-t- RECEIYlNG CHA....NEl I I I EXPA.'<SION BOLTS OR EQUAL ~ I RECEIViNG CHANNEL DRNE PINS AT 24' ON CENTER I I 3- 112" CONCRETE SLAB ---1'1r-::r--- #8 x 1/2' SHEET METAl SCREW 1______ ] INTO EACH RISER AT PA....El ENDS i J- TOPA.'<D BOTTCM PA.'< ~OTIOM CHA....NEl ANCHORED TO SLAB WITl-i 1/4'0 x,. EMBEDME....T EXPA....SION BOlTS AT 24" ON CENTER OR CONCRETE o SCREWS ~ 12' RISER PA....EL SEE TABLE 2.5 I T + ATIACH PA....ElS TO CHANNEL WITH (2) #8 x 112" SHEET METAl SCREWS EACH PA.'<EL AT EACH END ALUMINUM UTILITY SHED WALL WITH DOOR (ELEVATION) ALUMINUM UTILITY SHED WALL (ELEVATION) SECTION THROUGH UTILITY SHED PAN WALL CONNECTION '. cO M o 0 g ID 0) ,.:. cO co XCOI'-C\j1l) g~~~g J! O' c:h 0) I ..t . co '-" C\j I'- ;)o..~x~a;> ZI-I'?<'O -Cf) u.go J!<LiocoCO LU Ol~ ;) .0.... ...~~"r<;i <'<t:::ll'-~Z ~~ieog :::lti~Liz< J:...Jo <;l 0) J: '-" o d ::;i I- ...J ~ (/) :J o Z w ~ I ~ UJ 7- o(jCj(/) (/) (/) ...J ffi~~ >(/)W Owo ()O::N O:Jz ~bO 0... :J f= . 0:: () (/)~W ~(/)(/) o::~ O:J o...z 0:: - ~ ~ ():J ...J ~ .f- W ~ ~ . f- N 0... :5 N Vl'" ~"'z.u:~ Q58;2'f: c!zo;!~ CLlJs:;<O", ~&C3i~ ...JJ:e_ . s; ... w ~ WilJ ::JZm aOo~ Q)~~it~ ()LlJ~~"" cLlJ"-w Q)~~f- L..~1ll 3 LlJ 0 ro ~ 0.: ....Ja I I ! SE? 3. 0 1 93 ( // f .--/ /1 Y; SHEln/ I I) 2 OF 7