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<br />POST SIZE PE~
<br />TABLE 2 .2 1 "'NDIOR
<br />TABLE 2 . 2 . 2
<br />
<br />I
<br />(2) ~'O x" SHEEl' ME::'AL SC~EVv -------=-':1 1:1 -
<br />I~'O SCRE,'; SLOTS '1' #
<br />ANCrO~ l' X 2' PLATE TO CONCRETE' ~
<br />WITH 1,4' X 2,11'2' CO~CRfiE U--L
<br />ANCHO~S ""7111.'15' OF EACH SIDE r .-
<br />OF EACH POST AND 24' O.C. MAX. ---"~
<br />lIT
<br />IIJ!~
<br />
<br />~ -: - - -:~
<br />
<br />~
<br />MI.~. 3-11Z' Sl.A3 2500 PSI CONC, .,;) . . :;'
<br />5xS-1Cx10 WW,!.'.. OR FIBE~ MESH .
<br />
<br />VAPOR 3A.'<RIER li~DEH CONCRETE
<br />
<br />,.',,'8' MIN. IN CCNCREl'E
<br />
<br />~+
<br />
<br />~
<br />
<br />B EA.',,,",, EAD E ~
<br />Al TE,;,,,^ TE CONNECTlON DETAIL
<br />2:' X 2:' x 006'3' ANGLE CO~~ECT
<br />UPRIGHT @ SEAlNHEACE.'l AND
<br />Cf-AIR MIL
<br />
<br />SEAM S?AN
<br />.N" FOR 6ENA SIZE
<br />
<br />SEE TABLE 2,1.' AND/O~TABLE 2.12
<br />AFTE.R COM?UTING 'f;,' L.A.RGEST VAlUE
<br />
<br />SIDE VI'2N SINGLE OR DOUBLE BAY CARPORT
<br />
<br />KNEE 6RACE NOT REQUIRED FCR
<br />ATTA~ED ST'RUCT\;RES
<br />KNEE 6RACE ~EQU\RED iF POST NOT
<br />SET IN CONCRETE FOOTING
<br />
<br />I' X 2:' EXTRUSION
<br />
<br />PAN OR COMPOSITE PANEL ROOF
<br />
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<br />~
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<br />
<br />
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />CENlC.R CF
<br />6RACE CONNECTION FCR
<br />START OR END OF 6EAM S?AN !
<br />
<br />",. KNEE BRJ
<br />LENGi1-1
<br />H.{;HAJ',NEL !<:."EE BRACE 2:' X 3' X O.OSO' K'<EE
<br />BRACE WITrl (3) 4'0 X 1r2" EACH SIDE OF BEA.M
<br />11 U.{;HANNEL ON SIDE WlTrl (3) ~10 x 11'2' AND I
<br />. I. 1- '<:,EE BRACE :'<TO POST ....'>;C (3) #10 ~ ',(2:' EACH ~
<br />{ 'Si':::: OF..clEF.'3-RACE Wm,:ORROSJON I.
<br />RESiSTiV'E ""ASHER HEADED SCRE'tlS
<br />
<br />BENA PER?E.NDICULAR TO ~OCF SEA.M PAP.AJ.LEL TO ROOF
<br />
<br />KNEE BRA.CE TO POST DETAIL
<br />
<br />~
<br />(4) ~10 X 1,1Z' S,~\.S. EACH SIDE
<br />OF PO,ST
<br />
<br />2:' x 2:' OR 2:' x 3' OR 2:' 5MB POST
<br />
<br />------- ,
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<br />--- '7-----1
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<br />
<br />HEADER SeAl....
<br />
<br />~ ------
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<br />'iF 9f 11/
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<br />
<br />1.11,'1, 3-11Z' Su..a 2500 PSI CONC. \ 't . .' '.: : .~ _ ;
<br />SJ$',CX'O NW,M, OR FIBER MESH ~~
<br />VAPOR ~qIER UNDER CONCRETE
<br />
<br />H-aAR OR GUSSET PLATE
<br />
<br />2:' X 2:' x ,,1S' ANGLE EACH SIDE
<br />ATTACH TO POST AND CC~CRETE
<br />AT LOAD 3J.RiNGWALL WITrl
<br />(2) :10 X '1'2" S,M.S. EACH SIDE
<br />
<br />
<br />l' x 2:' EXTRUSION
<br />
<br />S?UCE TO SE LOCATED 1/4 TO 113
<br />BEA...... S?AN A.~D STAGGERED EACH
<br />SIDE OF SaF IMnNG SENA
<br />
<br />PLATE TO SE SA.'<IE n~ICI<NESS
<br />ASBEA<.,\WE3
<br />PLA.TE CAN BE INSIDE OR
<br />OUTSIDE BEA..... OR LAP CUT
<br />,<- c..SO" + c..SO' -,< 1'MAX.
<br />'..', ~~
<br />-\1- -~ I I
<br />: ~ ~"
<br />_ _ _ _ _~ i
<br />, .,<.--"
<br />DENOTES SCREW PATTERN ,. w;(.
<br />NOT N\,;M6ER OF SCREWS
<br />
<br />ANCI-;OR,' x 2' PLATE TO CONCRETe:
<br />WITrlI14' x 2.112' CONCi'l.ETE
<br />ANCHORS NITrllN 5' OF EACH SIDE
<br />0F EACH POST AT 24' O.C. MAX,
<br />OR i1-1ROUGH A.NGLE AT 24' O.C. w;(.
<br />
<br />SELECT FASTENERS F~OM
<br />TABLE' . 6
<br />
<br />1.75'~-
<br />~ i
<br />175'~_
<br />
<br />1.1,'8' MiN. IN CONCREl'E
<br />
<br />d ~ HEIGHi OF BENA
<br />BEJ.M S?UCE SHAlL BE MINiML;M
<br />d . .SO' HEIG""
<br />2 X (d ' ,50/ LE.NGi1-1
<br />
<br />SelECT FASTENE~ StZE. NUMBER
<br />A.NO SPACiNG FROM TABLE 1.6
<br />
<br />SELF-MATING POST TO BASE AND SELF-MATING POST TO
<br />BEAM DETAIL
<br />
<br />CENTER NOTCH POST TO BEAM CONNECTION
<br />
<br />TYPICAL BEAM SPLICE DETAIL
<br />
<br />ANGLE OR RECENiNG Cl-'^'oNEL
<br />
<br />CARRIER BEA.\l
<br />SEE TABLE 2.'.3
<br />
<br />, i
<br />, I
<br />UJ i
<br />...I
<br /><Xl 1
<br />0( I
<br />.... PRIMARY i'lEA.l,(
<br />a:: ~
<br />UJ SEE TABLE 2,' .,
<br />:l. A.ND/OR TABLE 2 , , . 2 I I
<br />J:
<br />....
<br />tl.
<br />UJ
<br /> 0
<br /> . , I
<br /> I
<br />
<br />~:~
<br />>t2;
<br />"""'~. ! I :~. ~
<br />SEE TABLE 2. 1 . ,
<br />AND/OR TABLE 2,1 . 2 ~ @ i
<br />t @.
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<br />
<br />ROOF PANEL SEE SECT'ON 7
<br />
<br />-2-
<br />
<br />A.NCHeR ?:.R DEi AIL FOR ?AN
<br />OR COMP<'",s[7E ~A.'iEL
<br />
<br />SEE TABLE 2 . 3 FCR NL;MSE.R CF
<br />BOLTS A."D SIZE OF ?CST
<br />
<br />BEA.M MiD POST StZES SEE
<br />TABLE2,1.1,TABLE2 1 2A."Dl
<br />OR TABLE 2 . 2, " TABLE 2.2.2
<br />
<br />COLUMN NOTCHED TO SUIl'
<br />
<br />SIDE NOTCH POST TO BEAM CONNECTION
<br />
<br />3 i~
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<br />il~
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<br />
<br />ROOF PANEL SEE SECTION 7
<br />
<br />"
<br />
<br />~ r I~,,-
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<br />3 ; I r.
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<br />I I-----
<br />I A I
<br />~I---L
<br />
<br />N072 CROSS SEA...... ATTACC<ED AT COLI,;M.... A...D SENA
<br />
<br />
<br />'r~@
<br />-@
<br />, ~
<br />'.112" x '.112" x O.COO" A...GUE ~1' 'Sf
<br />EACH SIDE OF CONNECTING -'E @
<br />BEAM WIT11 SCRE'....S AS SHOWN J. @
<br />
<br />J,@
<br />~
<br />
<br />
<br />I I
<br />
<br />~ NOTE:
<br />
<br />MI~;MU"" ~ S."".S. x 3/4' LONG NUMSER
<br />REQUIRED EQUAl. TO SENA DE?T11 iN INCHES
<br />EXTRUSIONS W1Trl INTERNAl seRE'''' SOSSES
<br />MAY BE CONNECTED tilTH (2) #10 x ,.tlZ'
<br />INTERNAU Y
<br />
<br />MiNIMUM ~ S,M.S, x 3/4' LONG
<br />,NI,;MBER REQUIRED EQlJAI. TO SEA...... DEPTH
<br />NOTE; E:X'TRUSIONS WlTrlINTE,,,"'W. SCRE,'; BOSSES
<br />MAY SE CONNECTED WIl'H (2) ~,o x ',112"
<br />INTER.'WJ. Y
<br />
<br />BEA..... PE~ DESIGN TABLE
<br />
<br />CARRIER BEAM TO BEAM CONNECTION
<br />
<br />CARRIER BEAM TO WALL CONNECTION
<br />
<br />CROSS BEAM AT COLUMN AND AT BEAM
<br />
<br />BEAM TO WALL CONNECTION
<br />(2) 2' X 2' x 0.060' EXTER.'W.LY MOuNTED ANGLES ATTACHED TO WOOD WALL WlTH MINIMlJM
<br />(2) 3':8' x 2' '-"'G SCREWS PER SIDE OR (2) 1/4' x 2.'14' ANCHORS TO CONCRETE OR MASONRY
<br />WALL ADO (') ANCHOR ?ER SIDE FOR EACH INCH OF SEA...... DEPTH LARGE.~ THAN 3'
<br />
<br />(AI. TE RNA TE)
<br />(ll '.);4' x ,.3/4' x '.3/4' X 1,'8' INl'ERNAl. U.{;l!P ATTACHED TO WOOD WAlL Wf1l1 1.41,'1, (3) 3-'8' x 2:'
<br />u.G SCREWS PER SIDE OR (3) '14' x 2.1/4' A.NCHCRS TO CONCRETE OR MASONRY WAlL ADO
<br />(1) ANCHOR PER SIDE FOR EACH ,NCH OF CANTilEVERED BENA DEPTrl LARGER T'r\A."4 3'
<br />
<br />,
<br />L".
<br />
<br />ANCHOR PEoR DEi AlL FOR ?AN OR
<br />COMPOSITE ,1-.."'10"
<br />SEE TABLE 2,3 FORNL.MBER OF
<br />BOL TS A~D S~E OF ?CST
<br />
<br />BEJ.M A.~D POST SIZES SEE
<br />TABLE2,1,l,'ABLE2,12ANDI
<br />ORTABLE2,2.1.TABLE2.22
<br />
<br />COlUM,N ,NC,CHED TO SUIT
<br />
<br />,. x 21/8' x 0 C44' Cl-^'o~EL
<br />wi ~ x 3/8" ...1 HEAD S.M,S.
<br />@ \ 'IZ' O.C. MAX. 90'11'1 SIDES
<br />
<br />(2) ~ x 'IZ' ...1 HEAD S,M.S,
<br />PAP.Al.J..EL @ 'r2" OC. !.\AX.
<br />T11ROUGH \. x 2 1/S' C."'^'oNEL
<br />INTO BEA...
<br />
<br />(2) 5115' X 3 112'
<br />CAD. ST. aOL TS Tl-iROUGH
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