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<br />SIDE NOTCH POST TO BEAM CONNECTION
<br />
<br />'----- ANCHOR PER DETAIL FOR PAN OR
<br />COMPOSITE PANEL
<br />SEE TABLE 2,3 FOR NUMBER OF
<br />60L TS AND SIZE OF POST
<br />
<br />/;
<br />
<br />BEAM SPAN
<br />....V" FOR BEAM SIZE
<br />
<br />SEE TABLE 2 , 1 , , ANDIORT ABLE 2. , ,2
<br />AFTER COMPVT1NG "A' LARGEST VALUE
<br />
<br />/~
<br />r
<br />
<br />~ rl
<br />I I _ _ I
<br />(2)#'Ox'"SHEETMETALSCREYV ~l.r -
<br />INTO SCREW SLOTS
<br />ANCHOR 1" x 2" PLATE TO CONCRETE I
<br />WITH 114" X 2-1/2" CONCRETE L~
<br />ANCHORS W1THIN 6' OF EACH SIDE
<br />OF EACH POST AND 24" O,C, MAX. ,--'1
<br />
<br />I~
<br />
<br />'" X 7: EXTRUSION
<br />
<br />BEAMMEADER
<br />Al TERNA TE CONNECTION DETAIL
<br />7: x 7: X 0,063" ANGlE CONNECT
<br />UPRIGHT @ BEAMIHEADER AND
<br />CKAJR RAIL
<br />
<br />POST SIZE PER
<br />TABLE 2,2,1 AND/OR
<br />TABLE 2,2,2
<br />
<br /><Il
<br />UJ
<br />~
<br />
<br />ROOF PANEL SEE SECTION 7
<br />
<br />SIDE VI'2N SINGLE OR DOUBLE BAY CARPORT
<br />
<br />i'J'iEE BRACE NOT REQUIRED FOR
<br />ATTACHED STRUCTURES
<br />i'J'iEE BRACE REQUIRED IF POST NOT
<br />SET IN CONCRETE FOOTING
<br />
<br />PAN OR COMPOSITE PANEL ROOF
<br />
<br />
<br />,.'/8" MIN. IN CONCRETE
<br />
<br />
<br />MIN, 3-,12" SlAB 2500 PSI CONC,
<br />ExS-10x'0 W'w,M. OR FIBER MESH
<br />
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />
<br />I
<br />CENTER OF /1
<br />BRACE CONNECTION FOR
<br />START OR END OF BEAM SPAN
<br />]I'- KNEE B E
<br />LENGTl-I
<br />H-GKANNEL K."IEE BRACE 7: X 3" X O,OSO" KNEE
<br />BRACE WITH (3) *'0 X 112" EACH SIDE OF BEAM
<br />U-<:KANNEL ON SIDE W1TH (3) #10 X 1/2" AND 1
<br />'<NEE BRACE :STO POST ,\NO (3) #10:: ~:7: EACH I A,
<br />. .S;C~ nF ~'3AACE Wm1~RROs;uN ~ I
<br />RESISTM W/o.SHER HEADED SCREWS
<br />BEAM PERPENDICULAR TO ROOF BEAM PARAlLEL TO ROOF
<br />KNEE BRACE TO POST DETAIL
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAIL
<br />
<br />~: ~.~
<br />(4) #'0 X 112" S.M.S. EACH SIDE
<br />OF POST
<br />
<br />7: X 7: OR 7: X 3" OR 7: 5MB POST ______ ,
<br />
<br />t-I:;~ -1
<br />. I I
<br />t+io ------
<br />ANCHOR 1" X 2" PlATE TO CONCRETE I',
<br />IVlTl-l '/4" X 2.1/2" CONCRETE ..!...../'_
<br />ANCHORS W1THIN S" OF EACH SIDE '/
<br />uF EACH POST AT 24" O,C, MAX.
<br />OR Tl-IROUGH ANGLE AT 24" O,C, MAX. ~V1
<br />
<br />
<br />, --=-.Jr ~ r:-
<br />~~
<br />MIN. 3-,12" SlAB 2500 PSI CONC. 'ffi' '." . J.
<br />6x6-'Ox'0 W'w,M, OR FIBER MESH "
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />
<br />H-8AR OR. GUSSET PlATE
<br />7: X 7: X 1116" ANGLE EACH SIDE
<br />ATTACH TO POST AND CONCRETE
<br />AT LOAD B.:ARING WALL W1TH
<br />(2) #'0 x 112" S.M.S, EACH SIDE
<br />'" X 7: EXTRUSION
<br />
<br /><Il
<br />UJ
<br />~
<br />!
<br />
<br />ROOF PANEL SEE SECTION 7
<br />
<br />HEADER BEAM
<br />
<br />PLATE TO BE SAME Tl-iICKNESS
<br />AS BEA.'-o\ WEa
<br />PlATE CAN BE INSIDE OR
<br />OUTSIDE BEA.'-o\ OR. LAP CUT
<br />i'- d- SO" + d-.5O" --I" '" MAX.
<br />, "1--,<
<br />SELECT FASTENERS FROM l75' ~I - - - - - " - - I ~< I
<br />TABLE1.e ~ : "1 ~ '0
<br />I 75" >,--L - - - - - - - - ~ I
<br />" ", :~
<br />DENOTES SCRE'"," PATTERN '"!.'AX..
<br />NOT NUMBER OF SCREWS
<br />
<br />SPLICE TO BE LOCATED '14 TO 1/3
<br />BEAM SPAN AND STAGGERED EACH
<br />SIDE OF SELF MATING BEAM
<br />
<br />'.1/8" MIN. IN CONCR-qe
<br />
<br />d = HEIGHT OF BEAM
<br />BEAM SPLICE SHALL BE MINIMUM
<br />d - ,SO" HEIGHT
<br />2 X (d - ,SO') LENGTH
<br />
<br />l...A
<br />
<br />SELECT FASTENER SIZE. NUMBER
<br />AND SPACING FROM TABLE' ,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 />IYPICAL BEAM SPLICE DETAIL
<br />
<br />ANGLE OR RECENlNG CKANNEL
<br />
<br />'.112" x '.'12" x 0080' ANGLE
<br />EACH SIDE Of CONNECTING
<br />BEA.'-o\ WITH SCRE'WS AS SHOWN
<br />
<br />~@ ~
<br />J@ ~ I
<br />..! @ ~ PRIMARY BEAM
<br />~ ~ SEETABLE2,1,'
<br />'1 @ J: ANDIOR TABLE 2,' ,2
<br />1"@fut'
<br />-@ 0
<br />II ., I
<br />
<br />I MINIMUM IIa S,M.S, x :Y4' LONG NUMBER
<br />, REQUIRED EQUAl TO BEAM DEPTl-IIN INCHES
<br />~ NOTE: EXTRUSIONS W1TH ISTERNAL SCRE'W BOSSES
<br />MAY BE CONNECTED WITH (2) #10 X '.112"
<br />INTERNAlJ. Y
<br />
<br />I
<br />
<br />I
<br />1
<br />I
<br />
<br />"\~
<br />~ @
<br />~ @
<br />f-
<br />PR; MA.=<.Y BEA.\l I%: @
<br />SEETABLE2,1,1 w
<br />AND/OR TABLE 2 , , , 2 ~ @
<br />0: @
<br />~ @
<br />
<br />
<br />NOTE: CROSS BEAM ATTACHED AT COlUMN AND BEAM
<br />
<br />CARRIER BEAM
<br />SEE TABLE 2 ' , ,3
<br />
<br />
<br />MISiMUM IIa S,M.S, X :Y4" LONG
<br />,NUMBER REOUIRED EOCAl TO BEAM DEPTH
<br />
<br />NOTE: EXTRUSIONS W1Tl-1 iNTE.'<NAL SCREW BOSSES
<br />MAY BE CONNECTED W1TH (2) #10 X '.112"
<br />iNTERNAlJ. Y
<br />
<br />BEA.'-o\ PER 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) 7: X 2" x 0,060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOO WAlL W1Tl-1 MINiMUM
<br />(2) 3/8" X 2' LAG SCREYVS PER SIDE OR (2) 114" x 2."." ANCHORS TO CONCRETE OR MASONRY
<br />WAlL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3"
<br />(AlTERNATE)
<br />(1) '.3.... X '-:Y4" X 1.314' X 1/8" INTERNAL U-CUP ATTACHED TO WOOD WAlL WITH MIN, (3) 3/8" X 7:
<br />LAG SCREWS PER SIDE OR (3) "4" X 2.114' ANCHORS TO CONCRETE OR MASONRY WAlL ADO
<br />(1) ANCHOR PER SIDE FOR EACH INCH OF CAIHllEYERED BEAM DEPTH LARGER THAN 3"
<br />
<br />ANCHOR PER DETAIL FOR PAN
<br />OR COMPOSITE PANEL
<br />SEE TABLE 2,3 FOR NUMBER OF
<br />BOlTS AND SIZE OF POST
<br />
<br />BEAM A."I0 POST SlZES SEE
<br />TABlE 2. , . " TABLE 2.1 .2 A....D I
<br />OR TABLE 2,2, " TABLE 2,2,2
<br />COlUMN NOTCHED TO SUIT
<br />
<br />BEAM AND POST SIZES SEE
<br />TABLE 2. , ,1, TABLE 2.1 ,2 A....D I
<br />OR TABLE 2,2.1, TABLE 2,2,2
<br />COlUMN NOTCHED TO SUIT
<br />
<br />'" X 2 \18" x 00<<" CHANNEL
<br />wi IIa X 318" wi HEAD S,M.S,
<br />@ , '12" OC, MAX. BOTH SIDES
<br />
<br />(2) IIa X 112" wi HEAD S,M.S,
<br />PARAllEL @ '12" O,C, MAX.
<br />THROUGH \" x 21/8" CHANNEL
<br />INTO BEAM
<br />
<br />(2) 51'6" X 3112"
<br />CAD, ST. BOlTS THROUGH
<br />
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