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!.r' ! ' '~ I ~ _ .. t ~#~ -.' 1- .~ II 'j ~ Lj-L ~ 10 'UI !i~ ~ : "" :-"'7- ~ MIN. 3-112" SLAB 25CO PSI CONC, .!J"' ~ 5xS-1Cx10 WW..\A. OR FIBe.'l MESH . VAPOR aARR1ER UNDE.'l CONCRETE 101,1\' MIN. IN CONCRETE ,'\i t " ~ BEA.'M;EADER AI. ~NA TE CONNECTION Dei AlL 'l:' x 'l:' x 0.063' il.NGLE CONNECT UPRIGHT @ BEAMME.ADER AND CI-VJR RAIL SEA.... SPAN W FOR BEAM SIZE SEE TABLE 2 . 1 . 1 ANDIORT ABLE 2.12 AFTER COMPVi1NG '.'1' u-RG€ST VALUE POST SIZE PER T MLE 2 .2 . 1 il.NOICR TABLE2.2.2 (2) #'0 x," SHEET MEiAL SCREW iNTO SCRE't1 SLOTS ANCHOR " x 2' PlATE TO CONCRETE WITH 1/4' X 2"/2' CONCRETE ANCHORS MTI1IN 5" OF :ACH SIDE OF EACH POST AND 24' O.C. MAX. SIDE Vl'2N SINGLE OR DOUBLE BAY CARPORT KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCT1JRES Kl'IEE BRACE REQUIRED IF POST NOT SEi iN CONCRETE FOOTiNG I I I I : i PA."< OR COMPOSITE PN.EL ROOF l' X 'l:' EXTRUSION ~ I ~ I HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL CENTER OF BRACE CONNECTiON FOR START OR END OF SEAM SPAN I of- iO<EE B E LENGl11 H~NEL :-<NEE BRACE 'l:' X 3' X 0.050' KNEE BRACE WI1'11 (3) .10 X 112" EACH SIDE OF BEA.IA ~NEL ON SIDE 'MTrl (3) li1 0 X 1/2' AND '<NEE BRACE :~O POST ,\1';0 (:!) .10:: 10: EACH '.SiC~ \IF ~3AACE WrTi~XAAOSlVl R.ESISTNt NASHER HEADED SCRE'NS BEAM PER?E.NOICUlAR TO ROOF SEA.IA PARALLel. TO ROOF r<.NEE BRACE TO POST DETAIL I I .!.J1.J. ,~ (4) #10 x 112" S..~1.S. EACH SIDE OF PO$T Z' x'l:' OR 'l' X 3' OR Z' 5MB POST ------. , . ,/ , :..---- ..r-- + ~ -+ HEADE.'l SCAlA , , L..:...2J --____ ! , I ..L..i[-l- / -r1 I " 11 / ,- -r~r- ~Qy MIN. 3-112". SLAB 25CO PSI CONe. '~i ' .'. . ...'. 5xS-1 ex, 0 NW..IA. OR FIBE.'l MESH ... " - VAPOR BARRIER UNDE.'l CONCRETE H-aAR OR GUSS<:T?\.ATE 'l' X Z' X 1/16' A."GLE EACH SIDE ATTACH TO POST A.ND CONCRETE AT LOAD 3.:ARiNG WALl. Wl1'11 (2) #10 X 112" S..IA.S. EACH SIDE ,. X Z' EXTRUSION PlATE 70 3E SAME IrlICl<NESS AS 3EAI.4 WEa ?\.ATE CAN BE iNSIDE OR OUTSIDE 3EA.\A OR VJ> CUT ~ a..50" + :j...5O" ~ ,. ~ I 75' ~ - - - -1- - - - ~ +J ~ SELECT FASTENERS FROM l I I 0 TABLE 1.6 ~ I :"? ~ I 75' , I ~ ! I . "<-'- - - - - --'--"- I " ",', ,--,,- DENOTES SCREW PATIER.'1 l' ~ NOT Nt.:MB~ OF SCREWS A.'1CHOR ,'x2'?tATE TO CCNCRETE WIrr, \/4' X 2.1/2' CONCRETE ANCHORSN'.".,iN 6' OF :ACH SICE 0F EACH ?0ST AT 24' O.C. ~ OR T"rlROUGH A.'1GLE AT 24' OC. MAX. S?l.JCE TO BE LOCATED '14 TO 113 BEMI SPA.'1 A.NO STAGGERED EACH SIDE OF SELF MATiNG SEAM 1-118' MiN. iN CO.NCRETE d ~ HEIGHT OF BEMI BEAM S?l.JCE SHALL SE MINIMGM d . .50" HEIGHT 2 X (d . .50") LE.'1GTH SELECT FASTE.'1ER SIZE, NGMBE.'l il.NO S?ACING FROM TABLE' .6 SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL CENTER NOTCH POST TO BEA'v1 CONNECTION "TYPICAL BEAM SPLICE DETAil A.'1GLE OR RECENING Cl-'A....NEL , I w 1 -' ~ ~ .... PR:MARY 3EA.l,4 c::: llJ SEE TABLE 2.1.' e.. ANO/OR TABLE 2.1.2 I :r .... e.. w a > , " ~~ ~ I: l\ PR;MARY 3EAM ~ ~ SEE 7'-8lE 2.1.' ~ AND/OR TABLE 2.1.2 :r ~ Ii: .~ ~ -?> I I t ! '. '" w ~ > ROOF PANEL SEE SECTiON 7 ~ A....CHOR PEH DEiAlL FOR PAN OR CCMPOSITE ?A.'iEL SEE TABLE 2 . 3 FOR NtiMBE.'l OF BOLTS AND SIZE OF POST BEA.IA At/O POST SIZES SEE TABLE 2 . 1 . '. TABLE 2 . 1 . 2 AND I OR TABLE 2.2. " TABLE 2.2.2 COLUMN ..aTCHED TO sur; SIDE NOTCH POST TO BEAM CONNECT10N ~ ''k - ~ , '~"--- q I po ~ 3. C- ILt I -r-- I - I ---L.J1 I V- I ~, I '" w ~ ~ < > , , ROOF ?ANEL SEE SECTION 7 ~ r i~ ~"- 3 I II 1LJf- : A ~ ~(-L ..aTE; CROSS BEAM ATTACHED AT GOllJMN AND SEA.IA -r~ i~ '.112" X ,.,12" x O.C8O" A."GLE ~ ~ EACH SIDE Of' CONNECTING -.J. ~ SEMI WI1'11 SCREWS AS SHOWN j. .~ ; -~ ~ I i W NOTE: CARRIE.'l 3EAM SEE TABLE 2 .'.3 MINiMUM #8 S.M.S. X 3.'4' LONG NtiMBER REQUIRED EQUAl TO 3EMl DEPl11 IN INCHES E:>Ci"RUSIONS Wl1'11INTERNAl SCREW 30SSES MAY BE CONNECTED .<'I1TH (2) '10 X ,.\12" INTER.'lAU Y BEA.\A PER DESIGN TABLE MiNIMUlol #8 S,M.S. X 3/4' LONG NUMBER REQUIRED EQUAl TO BEAM DEPTH NOTE; EXTRUSIONSMTH iNTE.'\."lAl. SCREW BOSSES MAY 3E CONNECTED WIT"rl (2).'0 X 1-1.'2" iNTER'W...L Y CARRIER BEAM TO BEAM CONNECT10N CARRIER BEAM TO WALL CONNECTION CROSS BEAM AT COLUMN AND AT BEAM BEAM TO WALL CONNECTION (2) 2" X 2' x 0.000' EXTERNAlLY MOUNTED ANGLES ATTACHED TO WOOO WALL Wll11 MiNiM\,;1A (2) 318' x 2" LAG SCREWS PER SIDE OR (2) 114' X 2.1/4' ANCHORS TO CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACH iNCH OF BEAM DE?Trl u-RG€R rr'.AN 3" (AI. TER.'lA TE) (" ,.314' x 1.3/4' X 1-3/4' x 1,1\' iNTERNAl U":;U? ATTACHED TO WOOD WALL WI1'11 MIN. (3) 3/8' X 'l' LAG SCREWS PER SIDE OR (3) '14' x 2.\14' A."CHORS TO CONCRETE OR MASONRY WALL ADO (1) .......CHOR PER SIDE FOR EACH iNCH OF CA.NTILEVe.RED BEAM DEPrrl LARGER iHA." 3' L...7 ANCHOR PER DETAil FOiR P....N OR COMPOSITE Pil.NEL SEE: TABLE 2.3 FOiR ~UM3ER CF SOL TS A.ND SiZE OF POST SEAM A.ND ?CST SIZES SEE: TN3LE2.1. 1. TABLE 2 . 1.211."01 OR TABLE 2.2.1, iA3lE 2.2.2 COlL;MN NOTCHED TO SUIT \. X 2 \/8' x 0.044' CHA....NEL 'NI #8 x 3IlI"Ni HEAD S.M.S. @ 1 112" O.C. MAX. 30TH SIDES (2) #8 X 112",,1 HEAD S.'.4.S. PARALLEL@ 112" O.C. MAX. l11ROUGH "x2 1,"5' C~.AM.El. iNTO BEAM (2) 5116' x 3 112" CAD. ST. BOLTS ThROUGH ....J -< (/)::) a Z UJ -< I'2 (/)Z ~c..?(f) (f) (j) ....J cr:: UJ :< UJaf- >(j)UJ o UJ 0 U 0::: N 0::) f=f-Z -<~g Q..~u (j) f- UJ f- (j) (f) C:::2 0::) Q.. Z c::: _ -<2 u:;:) ....J -< ,/ 3 OF 7