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SIDE VI'2N SINGLE OR DOUBLE BAY CARPORT KNEE BRACE NOT REQUIRED FOR A TT ACl-iED STRUCllJRES KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING r I H.{;HANNEL KNEE BRACE 2" x 3' x O.OSO' KNEE BRACE WITH (3) 410 X 112" EACH SIDE OF BEAM ~ U.{;HANNEL ON SIDE wm~ (3) ~1 0 X 112' AND "<NEE BRACE :"ITO POST .'-NC (3) #10;; ~r'Z' EACH . . SiC~ ()f' ~'3AACE ....,TH~RROSiON RESIST1\'( WASHER HEADED SCREWS BEAM PERPENDICUlAR TO ROOF BEAM PARALLEL TO ROOF f<.NEE BRACE TO POST DETAIL V II .' '~ S?lJCE TO BE LOCATED 114 TO ~13 BEAM SPAN AND STAGGERED EACH SIDE OF SELF MATING BEAM SELECT FASTENERS FROM TABLE' . 6 d " HEIGHT OF BEA.\A BEAM S?lICE SHAlL BE MINIMUM d - .50' HEIGHT 2 x (d 0 .SOO) LENGTH '.112" x '.112" X 0.080' ANGLE EACH SIDE OF CONNECTING BEAM WITH SCRE'v\'S AS SHOWN CARRIER BEAM SEE TABLE 2.' .3 BEAM SPA." W FOR BEAM SIZE SEE TABLE 2.1.1 A."DIORTABLE 2.12 AFTER COMPUTING 'A' lARGEST VAlUE /'\1 I ~ ~~ _ _ ft o~ 4 ~ LJ1r-. ,....1rr I I !Uir-: ~ : - - ::~ \1-. r" ==.=y MIN. 3-112" SlAB 2500 PSI CONC. .,;,J" ~ 6xil-1Cx10 WW.M. OR FIBE.~ MESH . VAPOR BARRIER UNDER CONCRETE 1.lra" MIN. IN CONCRETE ~ BEAMlHEADER Al TER.'lATE CONNECTION DETAIL 'Z' X 'Z' X 0.063" ANGLE CONNECT UPRIGHT @ BEAMlHEACER AND CHAIR RAIL POST SIZE PER TABLE 2.2.1 AND/OR TABLE2.2.2 (21 #10 X l' SHEET METAl SCREVV INTO SCRE'W SLOTS ANCHOR" X 2" PV>.TE TO CONCRETE WITH ~14' X 2-'/2" CONCRETE ANCHORSMTHIN 6" OF ::ACH SIDE OF ::ACH POST AND 240 O.C. MAX.. PAN DR COMPOSITE PANEL ROOF l' X 'Z' EXTRUSION + 'Z' x'Z' OR 'Z' X 3' OR 'Z' SM3 POST ------. / .;:-- f~ i I '0 0 , I , ,I ' ~I. '0 '0 -______ A."CHOR l' X 2' PV>.TE TO CONCRETE 1--'-1 Wlrri 1/4' X 2,1/2' CONCRETE ...L.J\.-L_ ANCHORS WITHIN 6" OF ::ACH SIDE ( / elF ::ACH POST AT 24' O.C. MAX.. ,.J1 OR THROUGH ANGLE AT 24' O.C. MAX.. ~ "Ii . --=-Jt" l' c 'J ~~----:--TI :: MIN. 3-112" SlAB 2500 PSI CONC. ,.{ . ". .t~ 6xil-',Cx10 WW.M. OR FIBEil. MESH . . VAPOR BARRIER UNDER CONCRETE '.lra" MIN. IN CONCRETE CENTER OF BRACE CONNECTION FOR START OR END OF BEAM SPAN HOLLOW POST TO BASE AND HOLLOW POST TO BEA.'v1 DETAIL -~ (4) #'0 X 112" S.~tS. EACl-i SIDE OF POST HEADER SCAM K-6AR OR GUSSET ?LA. TE 'Z' X 'Z' X '1'6' A."GLE EACH SIDE ATTACl-i TO POST AND CONCRETE AT LOAD B~iNG WAlL 'MTH (2) #'0 X '/2" S.M.S. EACH SIDE ,. X 'Z' EXTRUSION PV>.TE TO BE SAME THICKNESS AS SEAM WEB Pv..TE CAN BE iNSIDE OR OUTSIDE BEA.'A OR LA.)> CUT ,?- d- SO' -/- d-. 50" -.,< \. MAX.. , ',\., r~ t5'1H_H_H~ ~~ 175' ~ - - - - - . - - ~ I . r " , 1,-", ,~ DENOTES SCREW PATTERN ,. MAX.. NOT NUMBER OF SCRE'iVS SELECT FASTENEil. SIZE, NUMBER AND SPACING FROM TABLE' .6 SELF-MATING POST TO BASE A.'\JD SELF-MATING POST TO BEAM DETAIL TTPICAL BEAM SPLICE DETAIL ANGLE OR RECENING CHA.'<NEL ~ @ I -@ J@ :!@ . 1'@ -@ UJ ..J al < f- a:: UJ a. :I: f- a. UJ a UJ ..J ~ f- a:: uJ Il. :r f- Il. uJ a @ @ @ @ @ @ PRIMARY BEA'A SEE TABLE 2.' . , ANDIOR TABLE 2.1 .2 PRJMARY BEAM SEE TABLE 2 . , . , AND/OR TABLE 2.' .2 MINIMUM #8 S.M.S. X 3/4' LONG NUMBEil. REQUIRED EQUAl TO SEAM DEPTH IN INCHES NOTE: EXTRUSIONS'MTH INTERNAL SCRE'v\' BOSSES MAY SE CONNECTED WITH (2) #10 X '.1/2" INTER. 'lAil Y MiNiMUM #8 S.M,S. X 3/4' LONG ."UMBER REQUIRED EQUAl TO SEAM DEPTH NOTE: EXTRUSIONS 'MTH INTE.Q.NAl SCREW BOSSES MAY SE CONNECTED WITH (2) #'0 X '01'2" INTER. 'lAil Y CARRIER BEAM TO BEAM CONNECTION CARRIER BEAM TO WALL CONNECTION BEAM TO WAlL CCNNECTION (2) 2' X 2' X 0.060' EXTERNAlLY MOUNTED A."GLES ATTACHED TO WOOD WAlL W1TH MINiMUM (2) :lIS' X 2' LAG SCRE\VS PER SIDE DR (2) '14' X 2.'14' ANCHORS TO CONCRETE OR MASONRY WAlL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" (Al TERNATE) (1) '-3/4' X ',314' X '.314' X ,ra" INTERNAl U.{;UP ATl'ACHED TO WOOD WAlL WITH MIN. (3) 31'8" X 'Z' LAG SCREWS PER SIDE OR (3) 114' X 2.'14' A.'ICHORS TO CONCRETE OR MASONRY WAlL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3' '" uJ ~ ROOF PANEL SEE SECTION 7 ~ i I I ANCHOR PER DETAIL FOR PA.N OR COMPOSITE PANEL SEE TABLE 2.3 FOR NUMBER OF BOL TS AND SIZE OF POST BEAM Nm POST SIZES SEE TABLE 2 . , , 1. TABLE 2 . , . 2 A. "D / OR TABLE 2.2. '. TABLE 2.2.2 COlUMN NOTCHED TO SUIT -Y;-l SIDE NOTCH POST TO BEAM CONNECTION I ~ ~, I i J( '" uJ ~ < > ! ROOF PANEL SEE SECTION 7 BEAM A.ND POST SIZES SEE TABLE 2 . , . , . TABLE 2 . , . 2 A."D I OR TABLE 2.2.', TABLE 2.2.2 COLUMN NOTCHED TO SUIT ~ ANCHOR PER DEl' AlL FOR PAN OR COMPOSITE PANEL SEE TABLE 2 . 3 FOR NUMBER OF SOL TS AND SIZE OF POST L-1 I (-L CENTER NOTCH POST TO BEAM CONNECTION NOTE. CROSS BEA'.4 ATTACHED AT COLt':hlN AND BEAM L \. X 2 'is' X 0.044' CHANNEL wi #8 X 318' wi HEAD S.M.S. @ , '12" D.C. MAX. BOTH SIDES (2) #8 X '12" wi HEAD S.M.S. PARALlEL @ , /2' O. C, MAX. THROUGH'"x2,ra'GKANSEL INTO BEA'.4 BEAM PER DESIGN TABLE (2) SI~6" x 3 '12" CAD. ST. BOLTS THROUGH CROSS BEAM AT COLUMN AND AT BEAM -J < (j):J o Z llJ< I :z (j)Z 06~ (j)(j) cr:w wo > (j) Ow Ucr: O:J f=f- -Q..:J .cr: (j) f- f-(j) OC:z O:J Q.. Z cr: _ < :z U:J -J < i- .~ W>:!: _ ...... "- 0... :;) - '" "- - ~ '" ~ 8 i! Q) i- -< C ~ ~ C ~ ~ Q)i3< m.....c: . ~ ~ W ~ e . <or Q) Q: c: " ll.I c: '-' ll.I ... C ~.. Q)t3~ '-- ~ c: $: ~ c C'U ~f ~!I / ( vi r .. "" OF