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<br />/ BEAM SPAN --~
<br />W FOR BEAM SIZE
<br />
<br />SEE TABLE 2,1 .1 AND/ORTABLE 2,12
<br />AFTER COMPUTING 'A' LARGEST VALUE
<br />
<br />~~-rr-}
<br />(2)~10x"SHEETMETALSCREW ~~~ I - 1
<br />INTO SCRE\.... SLOTS '.. "
<br />ANCHOR " x 2' PLATE TO CONCRETE
<br />WITH 114' X 2.112' CONCRETE I ---L
<br />A.'1CHORS WIl111N 6' OF EACH SIDE /' ,
<br />OF EACH POST AND 24' O,C. MAX. ~0
<br />
<br />~
<br />~:: - - ~
<br />~I'.: V
<br />MiN. 3-112' SlAB 2500 PSI CONC, '~ . ',;.
<br />6m.-10x10 WW,'!I.. OR FIBER MESH .
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />POST SIZE PER
<br />TABLE 2,2,1 ANDIOR
<br />TABLE 2 .2.2
<br />
<br />SIDE VIEW SINGLE OR DOUBLE BAY CARPORT
<br />
<br />PAN OR COMPOSITE PANEL ROOF
<br />
<br />t
<br />
<br />
<br />~
<br />I
<br />
<br />~
<br />
<br />BEA'NHEADER
<br />ALTERNATE CONNECTION DETAIL
<br />2" X 2' X 0,063' ANGLE CONNECT
<br />UPRIGHT @ BEA',\,,,"EACER AND
<br />CHAIR RAIL
<br />
<br />I "
<br />
<br />I ~
<br />~ -
<br />~~
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<br />S 1
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<br />a-~(.-
<br />I I I
<br />II 1-1
<br />lJ~
<br />
<br />, i
<br />ROOF PANEL SEE SECr/ON 7 ~
<br />j
<br />
<br />l' X 2' EXTRUSION
<br />
<br />1.1/8' MiN. iN CONCRETE
<br />
<br />CENTER OF
<br />BRACE CONNECTION FOR
<br />START OR END OF BEAI,l SPAN
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />2' X 2' OR 2' X 3' OR 2' 5MB POST
<br />
<br />PlATE TO BE SAI,lE THICK.'<ESS
<br />AS BEA',l WEa
<br />PlATE CAN BE INSIDE OR
<br />OUTSIDE BEAI,l OR lAP CUT
<br />f- d-,50' -+ d-,50"~ l' M~"
<br />,75' "i- - . I . - -+----"
<br />! [' : ~
<br />.75'.1- _ _ - ,. _ - - ~
<br />" ' ",', ,-"
<br />DENOTES SCREW PATTERN '1' ~
<br />NOT NUMBER OF SCREWS
<br />
<br />~~-
<br />-r----j
<br />- ~~
<br />! 0 0 : I
<br />
<br />~ "'------
<br />
<br />A.'<CHOR l' x 2' PlATE TO CONCRETE "P ~
<br />WITH 1/4' X 2.112' CONCRETE LJI,
<br />ANCHORS WIl111N 6' OF EACH SIDE /
<br />OF EACH POST AT 24' O,C. MAX, ~
<br />OR l11ROUGH ANGLE AT 24' O,C, ~ ~
<br />
<br />~f
<br />
<br />
<br />~~~ - I~
<br />MI,". 3- 112' SlAB 2500 PSI CONC, '{l . '. "J ~
<br />6m.-10x10 WW,M. OR FIBER MESH .... .
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />K."<EE BRACE NOT REQUIRED FOR
<br />ATTACHED STRUCTURES
<br />KNEE BRACE REQUIRED IF POST NOT
<br />SET IN CONCRETE FOOTING
<br />r r r
<br />I 0 I
<br />o I
<br />I 0 I
<br />I I
<br />I
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<br />I .
<br />I I.
<br />01
<br />
<br />I
<br />
<br />
<br />SPLICE TO BE LOCATED 1/4 TO 1/3
<br />BEAM SPAN AND STAGGERED EACH
<br />SIDE OF SELF MATING BEA'!I.
<br />
<br />SELECT FASTENERS FROM
<br />TABLE 1. 6
<br />
<br />'"
<br />
<br />d = HEIGHT OF BEA.'A
<br />BEAM SPLICE SHALL BE '!I.INIMUM
<br />d . ,50' HEIGHT
<br />2 X (d . .50') LENGTH
<br />
<br />1.112' X 1.112' X 0,080' ANGLE
<br />EACH SIDE OF CONNECTiNG
<br />BEA'" WITH SCREWS AS SHOWN
<br />
<br />CARRIER SEA'"
<br />SEETASLE2,1.3
<br />
<br />SELECT FASTENER SIZE. NUMBER
<br />AND 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 RECEIVING CHANNEL
<br />
<br />~
<br />
<br />I
<br />
<br />1m
<br />
<br />~
<br />
<br />
<br /> I
<br />@ w
<br />-'
<br />@ !
<br />@ 0:: PRIMARY SEA'.4
<br />w SEE TABLE 2.1.1
<br />@ a. AND/OR TABLE 2.1.2
<br />:r
<br />@ f-
<br />a.
<br />@ w
<br />0
<br />
<br />PRIMARY SEA'"
<br />SEE TABLE 2.1 .1
<br />AND/OR TABLE 2.1 ,2
<br />
<br />w
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<br />
<br />0::
<br />W
<br />Il.
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<br />Il.
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<br />@
<br />@
<br />@
<br />@
<br />@
<br />
<br />MINiMUM #a S.M,S. X 314' LONG NU'!I.BER
<br />REQUIRED EQUAL TO BEAM DEPTH IN iNCHES
<br />
<br />NOTE: EXTRUSIONS WITH iNTERNAL SCREW SOSSES
<br />MAY BE CONNECTED WIl11 (2) ~10 X 1.112'
<br />iNTERNAlLY
<br />
<br />
<br />A.'<CHOR PER DETAIL FOR PA.'<
<br />OR COMPOSITE PANEL
<br />
<br />SEE TABLE 2.3 FOR NUMBER OF
<br />BOLTS AND SiZE OF POST
<br />
<br />SEA'" AND POST SIZES SEE
<br />TABLE 2 ' 1 . 1. TABLE 2 ' 1 . 2 AND /
<br />OR TABLE 2 , 2 . 1. TABLE 2 . 2 . 2
<br />COLUMN NOTCHED TO SUIT
<br />
<br />",
<br />
<br />SIDE NOTCH POST TO BEAM CONNECTION
<br />
<br />(4) ~10 X 1/2' S.MS, EACH SIDE
<br />OF P0S',
<br />
<br />I
<br />i
<br />i
<br />~
<br />I
<br />
<br />I
<br />
<br />
<br />H-CHANNEL K.'1EE BRACE 2' X 3' X 0,050' KNEE
<br />BRACE WITH (3) ~10 X 112' EACH SIDE OF BEAM
<br />U-CHANNEL eN SIDE WITH (3) ~10 X 112' AND
<br />K.'1EE BRACE iNTO POST ANO (3) #10 X 11<' EACH
<br />SIDE 0;: KNEE dRACEWI"H CORR0::'ION
<br />RESISTIVE WASHER HEADED SCREWS
<br />BEA'" PERPENDICUlAR TO ROOF BEAM PARALLEL TO ROOF
<br />KNEE BRACE TO POST DETAIL
<br />
<br />ell
<br />W
<br />12
<br />;;
<br />
<br />HEADER SEAM
<br />
<br />ROOF PANEL SEE SECTION 7
<br />
<br />H-aAR OR GUSSET PLATE
<br />2' X 2' x 1116' A'<GLE EACH SIDE
<br />ATTACH TO POST A.'1D CONCRETE
<br />AT LOAD BEARING WALL WIl11
<br />(2) ~10 X 112' S,M,S, EACH SIDE
<br />l' X 2' EXTRUSIO.,
<br />
<br />'",
<br />
<br />E1r-=
<br />Q-
<br />
<br />1.1/8' MIN, iN CONCRETE
<br />
<br />NOTE; CROSS BEAM ATTACHED AT COLUMN AND BEAM
<br />
<br />
<br />MINiMUM #a S.M.S, x 314' LONG
<br />NU'!I.BER REQUIRED EQUAL TO BEAM DEPTH
<br />NOTE: EXTRUSIONS 'Ml11INTER."IAL SCREI'" BOSSES
<br />MAY BE CONNECTED WITH (2) #10 X 1.112'
<br />iNTER.'IAU Y
<br />
<br />BEA'" PER DESIGN TABLE
<br />
<br />I
<br />: . II ,
<br />!Oj~
<br />~
<br />
<br />+
<br />
<br />I
<br />
<br />A.'<CHOR PER DETAIL FOR PAN OR
<br />COMPOSITE PANEL
<br />SE=: TASLE 2.3 FOR NG~SER OF
<br />BOLTS AND SIZE OF POST
<br />
<br />BEAM AND POST SIZES SEE
<br />TABLE 2 .1,1, TABLE 2 .1. 2A.'1DI
<br />OR TABLE 2 . 2 . 1, TABLE 2 . 2 . 2
<br />COLUMN NOTCHED TO SUIT
<br />
<br />" X 21/8' X 0,044' CHANNEL
<br />wi #a X 3i8' wi HEAD S.M,S.
<br />@ 1 112' O,C. MAX. BOTH SIDES
<br />
<br />(2) #a X 112' wi HEAD S,M,S.
<br />PARALLEL @ 112' O,C. MAX.
<br />THROUGH l' X 21/8' CHANNEL
<br />INTO SEAM
<br />
<br />(2) 5116' X 3112'
<br />CAD, ST. BOLTS l11ROUGH
<br />
<br />AU TECHNICAL
<br />CARRIER BEAM TO WALL CONNECTIO~OVlDro 'AS-JSO ASS~~N(;RE M^TEJlI^l.S ^.
<br />Dlscu.o.cs AU ;, OY AL ^WMlNUIoI
<br />~~~lllDlNG~~ ll~~~OSS BEAM AT COLUMN AND AT BEAM
<br />FOtl ^ p..-rv..0! MEACliANTABfUTY 0 0, All
<br />'Oft . "-vlAA PI.JIU'osE. R F rrNF...'iS
<br />00Es NOT VlAIMNT THA ROYAL ALLI!.IIN' '1.4
<br />~":TH ST^TE oa lJc...^7:.J;~~UCT WIll.
<br />:t;;UAING COW~L~~E5I'ONSI8~ COf~
<br />'YUNMl:NT^lkEeIJu.TIONS. ANY "-NO All.
<br />
<br />CARRIER BEAM TO BEAM CONNECTION
<br />
<br />SEAM TO WALL CONNECTION
<br />(2) 2' X 2' X 0 060' EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WIl11 MIN,MUM
<br />(2) 3iS' x 2" LAG SCREWS PER SIDE OR (2) 1/4' X 2.1/4' ANCHORS TO CONCRETE OR MASONRY
<br />WALL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF SEAM DEPni lARGER THAN 3'
<br />(AI. TERNATI')
<br />(1) 1-314' x 1.314' X 1-314' x 118'INTERNAL U-CUP ATTACHED TO WOOD WALL WITH MIN. (3) 3/8' X 2'
<br />LAG SCREWS PER SIDE OR (3) 1140 x 2.114' ANCHORS TO CONCRETE OR MASONRY WALL ADO
<br />(1) ANCHOR PER SIDE FOR EACH INCH OF CA'H1lEVERED BEAM DEPTH lARGER THAN 3'
<br />
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<br />3
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<br />OF
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<br />7
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