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<br />AL TERNA TE CONNECTION DE1 All
<br />Z' . Z' . 0,063" ANGLE CONNECT
<br />UPRIGH1 @ BEAMl\iE.ADER AND
<br />CKAJR RAIL
<br />
<br />"'
<br />~ ROOF PANEL SEE SECTION 7
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<br />1.11'1, 3-\f2" SlAB 2500 PSI CONC, :.;!...:'
<br />€~'O.IO W.w,M, OR FIBER MESH .
<br />
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />BEAM SPAN
<br />W FOR BEAM SIZE
<br />
<br />SEE TABLE 2, \ ,I ANDIORTABLE 212
<br />AFTER COMPVllNG 'A'LARGEST VAlUE
<br />
<br />POST SIZE PER
<br />TABLE 2 ,2, \ ANDIOR
<br />TABLE 2 , 2 , 2
<br />
<br />(2) .10. I' SHEET METAL SCRE"'",
<br />INTO SCREW SLOTS
<br />
<br />ANCHOR 1'.2' PtJ\TE TO CONCRETE
<br />WITH ',/4'.2,\12' CONCRETE
<br />ANCHORS Wi1111N 6' OF EACH SIDE
<br />OF EACH POST AND 24' O,C, MAX.
<br />
<br />SIDE VIEW SINGLE OR DOUBLE BAY CARPORT
<br />
<br />IQ-IEE BRACE NOT REQUIRED FOR
<br />ATiACHED STRUCruRES
<br />KNEE BRACE REQUIRED IF POST NOT
<br />SET IN CONCRETE FOOTING
<br />r r r
<br />
<br />
<br />PA.'1 OR COMPOSITE PA....EL ROOF
<br />
<br />I". Z' EXTRUSION
<br />
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<br />I
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<br />
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />\-\Ill" 1,11'1, IN CONCRETE
<br />
<br />itt
<br />111
<br />
<br />CENTER OF
<br />BRACE CONNECTION FOR '1
<br />START OR END OF SEAM SPA.'1 I
<br />r- K.NEE B E
<br />LENGTI;
<br />H.{:HA.NNEL K."IEE Bi<ACE 2' . 3' . 0,050' KNEE
<br />BRACE WI-rn (3) .'0. ',f2" EACH SIDE OF BENoI
<br />U.{:HANNEL ON SIDE Wi111 (3) #10. \12' AND I
<br />'<1'<:10 BRACE :vro POST ,\I';C (3) .,0 ~ ~!2" EACH .:..J, J..
<br />'SiC~ nF~<;;AACE \'(lTI; :.DRHOS1tJi'J
<br />RESISTM: WI-.SHER HEADED SCREWS
<br />BEAM PERPENDICULAR TO ROOF SEA"" PARALLEL TO ROOF
<br />KNEE BRACE TO POST DETAIL
<br />
<br />ANCHOR PER DETAIL FOR PAN
<br />OR COMPOSITE PA."-IEL
<br />SEE TABLE 2,3 FOR NUMBER OF
<br />BOl TS A.'10 SIZE OF POST
<br />BEAM A.'10 POST SIZES SEE
<br />TABLE 2 , I , 1, TABLE 2 , I , 2 A."-ID I
<br />OR TABLE 2,2,1. TABLE 2,2,2
<br />COLUMN NOTCHED TO SUIT
<br />
<br />(4) "0 .1f2" S,!.\,S, EACH SIDE
<br />OF POST
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<br />SIDE NOTCH POST TO BEAM CONNECTION
<br />
<br />Z' . Z' OR Z' x 3' OR Z' 5MB POST
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<br />A."-ICHOR l' X 2" PtJ\TE TO CONCRETE I I
<br />WITH If(". 2,112" CONC'\ETE .i....Jlr...L-
<br />A.'-ICHORS WITI;IN 6" OF EACH SIDE r /
<br />01' EACH POST AT 24' O,C, MAX, ~
<br />OR TI;ROUGH A.'1GlE AT 24' DC, WAX. n (1
<br />~ 9f1
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<br />MI~, 3-1f2" SlAB 2500 PSI CONC, \ ,j , '.: :' i. ;
<br />€~',OxlO W.w,M, OR FIBER MESH '~
<br />VAPOR BARRIER U~DER CO~CRETE
<br />
<br />HEADER BCAM
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<br />2 ROOF PA....EL SEE SECTIO~ 7
<br />~
<br />
<br />H-SA.'l OR GU SSET P1..A TE
<br />Z' x Z' X \/',6' A.'-IGLE EACH SIDE
<br />ATiACH TO POST A....D CONCRETe
<br />AT lOAD B.:ARiNG '''''ALL 1'>'1TI;
<br />(2) .'0. 1f2" S,MS, EACH SIDE
<br />I' X Z' ~USION
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<br />
<br />S:LECT FASTENERS FROM
<br />TASlEI,6
<br />
<br />PLATE TO BE SA....i: -rnICK....ESS
<br />I-.S BEA~ WE:>
<br />PLATE CA.'1:>!: INSI!)E OR
<br />OUTSIDE SEAM OR lAP CUT
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<br />r-- ~-50' ...,<- G-,50" ....,< I' "'AX.
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<br />DENOTES SCREN PAT7F.R.... l' WAX.
<br />NOT NUM3ER OF SCRE',",-S
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<br />SPLICE TO BE LOCATED 1/4 TO ',13
<br />SEAM SpA.... A."-ID STAGGERED EACH
<br />SIDE OF SE~F MATING SEAM
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<br />d = HEIGKT OF SEAM
<br />SEAM S?'LICE SKALL SE MINIMUM
<br />d ,$0' HEIGHT
<br />2 X (d . ,5O")LENGTI;
<br />
<br />SELECT FASTE"-IER SiZE, NUMSER
<br />A....D 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 BEAI,,-I SPLICE DETAIL
<br />
<br />A.'-IGLE OR RECEIVING CHANNEl
<br />
<br />1@
<br />j@
<br />1 ,',f2" X 1,1f2" X OOSO" A.'1GLE i ~
<br />EACH SIDE OF CONNECTING ~_ ~
<br />BEAM WI1l1 SCRE'NS AS SI,OWN ..,l ~
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<br />PRiMARY BEA.M
<br />SEETABLE2,\,1 ~
<br />A."IDIOR TABLE 2 ,1,2
<br />
<br />PRIIo'ARY BEA!~
<br />SEE TABLE 2, , ,1
<br />AND/OR TABLE 2, 1,2
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<br />CARRIER BEAM
<br />SEETABLE2,1,3
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<br />MINIMUhA I'S S,MS, x )14' lONG NUMBER
<br />REOUIRED EOUAl TO BEAMDEP-rn IN INCHES
<br />EXTRUSIO~S WI-rn INTER.""l SCREW BOSSES
<br />WAY BE COsNECTED WITH (2) .'0 x 1.\'2'
<br />I ~'7t R. '\All Y
<br />
<br />BEAM PER DESIGN TASlE
<br />
<br />NOn: :
<br />
<br />MINIMUhA I'S S,M,S x 3.'4' LOSG
<br />NUMBER REQUIRED EQUAl TO BEAM DEPTH
<br />NOTE: EXTRUSIONS \'>'I-rn INTERNAl SCRE'N BOSSES
<br />MAY BE CONNECTED WITH (2) .'0 X 1,\'2'
<br />INTE R.'\All Y
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<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 0050' EXTtRNAlLY MOUNTED A....GLES ATiACHED TO WOOD WAlL \'>'1111 MINIMUM
<br />(2) YS'. Z' LAG SCREwS PER SIDE OR (2) li4'. 2,\/4' A.'1CHORS TO CONCRETE OR MASONRY
<br />WAlL ADO (I j A.'1CHOR PER SIDE FOR EACH INCH OF BEAM DEP111I.ARGER THAN 3"
<br />
<br />(AL TERSATE)
<br />(1) 1,,3.4' . ,.3"'- X ,,314' X 118" INTERNAL U.{:UP ArT ACHED TO WOOD WAlL 1'11111 10'.1'1, (3) 3;8" . Z'
<br />tJ\G SCREWS PER SIDE OR (3) \/4' X 2,1i4' A."CHORS TO CONCRETE OR MASONRY WAlL ADO
<br />(I) A.'1CHOR PER SIDE FOR EACH INCH OF CA'ITllEVERED BEAM DEPTI; LARGER THA.'13'
<br />
<br />A.'-ICHOR PER DErAIL FOR PA.'1 OR.
<br />COMPOSITE PA.'1EL
<br />SEE TABLE 2,3 FOR NUMSER OF
<br />BOl is A.'1D SIZE OF POST
<br />
<br />BEAM A.'1D POST SIZES SEE
<br />TASlE 2,1,1, TABLE 2,1,2 A."ID I
<br />OR TABLE 2 , 2 , 1, T ASlE 2 ' 2 ' 2
<br />COlUM,"-I NOTCHED TO SUIT
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