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<br />
<br />8EAM SPAN
<br />W FOR i3EAM SIZE
<br />
<br />PeST SIZE PER
<br />TABLE 2,2 1 ANDIGR
<br />TABLE 2 , 2 ' 2
<br />
<br />!
<br />(2) #'0 X," SC<EET ME7Al SORE''''' ~,:: I 1:'-
<br />,,"iTO SORE'N SLOTS ~ #
<br />......Cr<OR ," x 2' PLATE TO CONCRETE 4 ~
<br />,."ITH ~/4" x 2,,12' CC!'<CilETI; ..L....,~-L
<br />......CHORS M71-1IN 5'" OF ::A~ SIDE I
<br />OF EACH ;><)ST AND 24' OC, M.AX -...--J1
<br />, ;-r
<br />I I
<br />:\J!~
<br />
<br />~ :~
<br />
<br />M I'" , J- 112" SU<a 25<Xl PSI CONC, \- r- .: . . ~ /
<br />6xS-1Cx,0""W,M,OR FIBER MESH ~
<br />VAPOR aA.'<RIER uNDE.'l, CONCRETE
<br />
<br />SEE TABLE 2 " , ANDIORT ABLE 2.12
<br />Ar"TER COM?'.1T";NG 'A" LAP.GEST VAlUE
<br />
<br />SIDE VI'CW SiNGLE OR DOUBLE BAY CARPORT
<br />
<br />I'J'iE2 3RACE'iOT i1EOUIRED FOR
<br />ATTA~ED STRUCT1;RES
<br />
<br />I'J'iE2 BRACE REOUIRED IF PeST "'OT
<br />SET IN CONCRETE FOOTING
<br />
<br />PN~ OR COMPCSITE PA...EL ROCI'
<br />
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<br />LENGTH~ I
<br />H-<:HANNEL ~NEE BRACE 2" x 3. x 0 OSO' KNEE I
<br />BRACE ,."n-:H (3) .10 X \12" EACH SIDE OF 8EAM !
<br />U-<:HANNEL ON SIDE WITH (3) #10 ~ '12' MD I 1
<br />lQ;EE 8RAOE :'ITO POST ,\''-;C (3) #10 ~ 1/2" EACH .:...-11
<br />'&8":. OF~'3AACE wm~:::aRROS1/JN I.
<br />RESiSTM: ""A.SHE,R HEADED SCREWS
<br />3EAM PERPESDICUlAR TO ROOF 3EAM PARAl.LEL TO ROOF
<br />f<.."iEE BRACE TO POST DETAIL
<br />
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<br />
<br />~
<br />i
<br />
<br />
<br />
<br />B EAMi'rlEAD E R
<br />Al TERNA TE CONNECT10N DETAIL
<br />2" X 2" X 0063' "'NGLE CONNECT
<br />UPRIGHT @ 3EAMrHEACE,R A...D
<br />ChAIR RAIL
<br />
<br />l' X 2" EXTRUSION
<br />
<br />1"i8' MIN, IN CCNCRETE
<br />
<br />,/
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />,'"
<br />
<br />CENTER OF
<br />3RACE CONNECTION FOR
<br />START OR END OF i3EA!..\ SPA...
<br />
<br />11
<br />r
<br />
<br />2" ~ 2" OR 2" X 3' OR 2" SM3 POST
<br />
<br />-----... ,
<br />~_":,~----<
<br />/ I
<br />~ ~ ~
<br />
<br />~ -------
<br />! , I
<br />-LJlr /-
<br />~ /
<br />rf1/
<br />3F" '9€'
<br />'I 11/_,-
<br />+~:'1 I~
<br />MIN, 3-,12" su.a 250:) PSI CONC, ,.~ . '., .t-
<br />6XS-'OX'O ""W,M, OR FIBE.R MESH .. . '
<br />VAPOR SAr1.QIER UNDEH CONCRETE
<br />
<br />S?'.lCE TO 8E LOCATED \/4 TO ',r.J
<br />BEAM SP...... A...D STAGGE?.ED =.ACH
<br />SIDE OF saF !M ,iNG BEAM
<br />
<br />PlATE ,0 BE SA"'E n-ilCKNESS
<br />AS BEA'A NEO
<br />Pt.ATE CAN BE iNSIDE OR
<br />OUTSID=. 3EA'" OR LAP CUT
<br />
<br />A"CHOR" x 2. PLATE ,0 CONCRETE
<br />Win; \/4" X 2.112' CONCRETE
<br />"'''CHORSMTrlIN 5' OF EACH SIDE
<br />..:iF EACH POST AT 24" O,C, MAX.
<br />OR 11-1RO'UGH A...GLE AT 24" O,C, MAX.
<br />
<br />SELECT FASTENERS FROM
<br />TABLE 1 , 6
<br />
<br />1"- <:-,SO. + <:-,SO. ~ '" MAX.
<br />,,' 1--->.:
<br />'I' 75' ~ - - '1- - --'--": I ;
<br />, 'I I. ~'
<br />
<br />~ I I :~, ~
<br />. I ~ I ~
<br />\,75 ',-l- - - - - - - - - -'----'-, , '
<br />, ' '" ,--->.:
<br />, DENOTES SCREW PAITERN ~. ~
<br />NOT ~\JM8ER OF SCRE'VVS
<br />
<br />d = HEIGKT OF BEAM
<br />BEAM SPUCE Sl-'AlL 3E MINIMUM
<br />d . ,SO' HEIG.."
<br />2 X (d . ,SO"] LESG71-1
<br />
<br />SELEC, FASTE~ER SIZE, ~UM3ER
<br />A"D SPAC.NG FROM TABLE 1 ,5
<br />
<br />SELF-MATiNG POST TO BASE AND SELF-MATING POST TO
<br />BEA.M DETAIL
<br />
<br />CENTER NOTCH POST TO BEA.'vl CONNECTION
<br />
<br />TYPICAL BEAM SPLICE DETAIL
<br />
<br />A...GLE OR RECE!YING CHA"NEL
<br />
<br />r~@
<br />~
<br />I -@
<br />..1@
<br />1.112" X '.112" x 0C8Q. MGLE ~i
<br />EA~ SIDE OF CONNECTING _ @
<br />BEA'" WITH SCREV\lS AS SHOWN ~ @
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<br />l- t
<br />cc PRJIMRY 3EA'A
<br />UJ SEE TABLE 2 ,1, 1
<br />Q. ANDIOR TABLE 2 ,1,2 I
<br />:J:
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<br />
<br />ANDIOR TABLE 2,1 2 I
<br />
<br />
<br />~ .~
<br />~
<br />
<br />CARRJEel. BEAM
<br />SEE TABLE 2 ' 1 ,3
<br />
<br />MINiMUM #a S,M,S, X 3.'4' LONG NUMBER
<br />REQUIRED EQUAl TO BEAM DEPT11 IN INCHES
<br />
<br />NOTE: EXTRUSIONS W1T11INioRNAl. SCREW 30SSES
<br />!MY 3E CO~NECTED NITH (2) #10 X 1.'12"
<br />INTERNAU Y
<br />
<br />~
<br />(4) #10 X '12" $,!,\.S, EA~ SIDE
<br />OF PeST
<br />
<br />HEADER BCA.'..\
<br />
<br />H-aAR DR GUSSeT PLA r::
<br />2" X 2" X 1115. A....GLE EACH SIDE
<br />ATTACH TO POST AND CCNCRETE
<br />AT LOAD 3.:ARINGNAll. 'MTrl
<br />(2) #10 X \12" S.MS, EACH SIDE
<br />l' X 2" EXTRUSIO~
<br />
<br />',\/8' MiN, I'" CONC,~
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<br />
<br />ROCF PA"EL SEE SEC,ION 7
<br />
<br />~
<br />
<br />A...C,..CR P<::R DE'" AIL FOR PA....
<br />OR CCM?QSIT'E P"'''EL
<br />
<br />SEE TABLE 2 , 3 FOR ,"l..MBER OF
<br />30L TS "'ND SIZE OF PeST
<br />
<br />BEA'..\ Nm POST SIZES SEE
<br />TABLE 2 , , , 1 , TABLE 2 ,1 2 A.NO /
<br />OR T A.aLE 2 , 2 , " T ...aLE 2 ,2 2
<br />COL\Jf.\,,,, ,'K:lTCHED TO SUIT
<br />
<br />SIDE NOTCH POST TO BEA.M CONNECTION
<br />
<br />3 i~
<br />1 ?-
<br />~ I ?
<br />3 1)0
<br />ll~
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<br />
<br />ROCF PMEL SEE SEC,ION 7
<br />
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<br />;:J I I f-.
<br />"1 I II
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<br />l-~
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<br />
<br />~OTE; CROSS 8EA'" ATTACHED AT COLUMN A....D SEA'>'I
<br />
<br />
<br />MINIMUM #S S,M.S, X 314" LONG
<br />,NUMBER REQUIRED EQUAl TO 3EAM DEPTH
<br />NOTE: EXTRUSIONS \'\I1T11INTERNAl SCREW BOSSES
<br />!MY BE CONNECTED WIT11 (2) #10 X 1.112"
<br />INTER.'W..l Y
<br />
<br />SEA'A PER DESIGN TABLE
<br />
<br />CARRIER BEA.M TO BEA.M CONNECTION
<br />
<br />CARRIER BEA.M TO WALL CONNECTION
<br />
<br />CROSS BEAM AT COLUMN AND AT BEAM
<br />
<br />BEA'>'I TO WAlL CONNECTION
<br />(2) 2. . 2. X 0,060. EXTERNALLY MOUNTED A"GLES ATTACHED TO WOOD WAlL Wl11-1 MiNiMUM
<br />(2) 3/8" X 2. LAG SCREWS PER SIDE OR (2) 114' X 2.1/4' MCHORS TO CONCRETE OR MASONRY
<br />WAlL ADO (1) MCHOR PER SIDE FOR EACH iNCH OF aEA.'>'I DE?Trl LARGE,R THAN 3.
<br />
<br />(Al T'ER.'<AT'E)
<br />(1) ,.314' .1.:314. .1.314" X '''8' iNTERNAl U-<:UP ATTACHED TO WOOO WAlL WITH MIN, (3) 3i8' X 2"
<br />LAG SCREWS PER SIDE OR (3) 114".2,114' A"CHORS TO CONCRETE OR MASONRY WAlL ADD
<br />(1) ......CHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LAi<.GE,Q THAN 3'
<br />
<br />,
<br />L-,?"
<br />
<br />A...Cl--CR PEel. SETAJL FOR PAN OR
<br />CO~~?,::)SlTE ?N-.'EL
<br />
<br />SE: TABLE 2 ' 3 FCR NLY8ER OF
<br />BOL TS A...D SIZE OF ?OST
<br />
<br />BEAM A';D PCST SIZES SEE
<br />T ABl: 2 , , , 1 . ,ABLE 2 , 1 , 2 A.ND I
<br />OR ,ABLE 2,2, I, TABLE 2,2 2
<br />OOLUMro< NOTCHED TO SUIT
<br />
<br />l' X 2 1/8. X :,CU' Cl-A'<NEL
<br />wi =e X 318".,/ HEAD S,M,S,
<br />@ , ',12" O,C, M.AX BOT11 SIDES
<br />
<br />(2) #a ~ 1/2".,/ HEAD S,M,S,
<br />PAfWJ..EL @ 112" OC, M.AX
<br />THROUGH,'x2'~'Cl-A"'''iEL
<br />iNTO 3EAI..\
<br />
<br />(2) 5I1S' X 3112.
<br />CAO, ST, aOL TS ThROUGH
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