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<br />/ BEAM SPNol /
<br />W FOR BEAM SIZE
<br />
<br />SEE TABLE 2 . , . , NolO/ORT ABLE 2. , .2
<br />AFTER COMPVTlNG 'A' LARGEST VAlUE
<br />
<br />
<br />,.,18" MIN. IN CONCRETE
<br />
<br />~
<br />
<br />BEAMlHEADER
<br />AlTERNATE CONNECll0N DETAIL
<br />'Z' x 'Z' x 0.063" NolGLE CONNECT
<br />UPRIGHT @ BEAM/HEADER NolO
<br />CHAiR RAIL
<br />
<br />POST SIZE PER
<br />TABLE 2.2.' NolOIOR
<br />TABLE 2.2.2
<br />
<br />i
<br />..,
<br />W
<br />~
<br />
<br />(2) #10 X l' SHEET METAl SCREVv'
<br />INTO SCREW SLOTS
<br />ANCHOR " X 2" PLATE TO CONCRETE
<br />WlTH '14' X 2.'12" CONCRETE
<br />NolCHORS WlTHIN a- OF EACH SIDE
<br />OF EACH POST AND 24' O.C. MAX.
<br />
<br />ROOF PANEL SEE SECTION 7
<br />
<br />SIDE vim SINGLE OR DOUBLE BAY CARPORT
<br />
<br />KNEE BRACE NOT REQUIRED FOR
<br />ATTACHED STRUCruRES
<br />KNEE BRACE REQUIRED IF POST NOT
<br />SET IN CONCRETE FoollNG
<br />
<br />" X 'Z' EXTRUSION
<br />
<br />PNol OR COMPOSITE PNolEL ROOF
<br />
<br />
<br />MIN. 3-112" SLAB 2500 PSI CONC,
<br />6x5-IOx10 WW.M. OR FIBER MESH
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />I
<br />
<br />'I
<br />
<br />~ KNEE B E
<br />LENGTH
<br />. Ea 6&'iCE 2: x :r~ 0.050' KNEE
<br />BRACE (3)-10 x,tt o-o:r-SIDE OF BEAM
<br />U~NEL ON SIDE WITH (3) #'0 X '/2' NolO
<br />,,1- ~E BRACE :~O POST ,'-ND (3) #'0" ',rr EACH I A
<br />V""'L""_.....$iC~ OF~-3AACE YI/1TH ::0RROSiUN ~ I.
<br />RESISTIVE ....~HER HEADED SCREWS
<br />BEAM PERPENDICUL'-R 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 />ANCHOR PER DETAIL FOR PNol
<br />OR COMPOSITE PANel
<br />SEE TABLE 2 . 3 FOR NUMBER OF
<br />BOlTS AND SIZE OF POST
<br />
<br />BEAM AND POST SIZES SEe
<br />TABlE 2. , .1, TABLE 2. , ,2 AND I
<br />OR TABlE 2.2. " TABLE 2.2.2
<br />
<br />COLUMN NOTCHED TO S\JlT
<br />
<br />~.~.::-,..
<br />(4) #10 X '12" S.M.S. EACH SIDE
<br />OF POST
<br />
<br />SIDE NOTCH POST TO BEAM CONNECTION
<br />
<br />~ ANCHOR PER DETAIL FOR PNol OR
<br />COMPOSITE PNolEL
<br />SEE TABLE 2 . 3 FOR NUMBER OF
<br />SOl 15 AND SIZE OF POST
<br />
<br />'Z' x 'Z' OR 'Z' x 3' OR 'Z' 5MB POST
<br />
<br />
<br />
<br />H-BAR OR GUSSET ?tATE
<br />'Z' x 'Z' x "'5" ANGLE EACH SIDE
<br />ATTACH TO POST A....,O CONCRETE
<br />AT LOAD Bc:ARiNG WALL \VlTH
<br />(2) #'0 x 112" S.M.S. EACH SIDE
<br />'" x 'Z' EXTRUSION
<br />1,'/8" MIN. iN CONCRETE
<br />
<br />'"
<br />W
<br />~
<br />!
<br />
<br />ROOF PANEL SEE SECTION 7
<br />
<br />HEADER BEAM
<br />
<br />PLA.TE TO BE SAME rnlCKNESS
<br />AS BEAIA WEB
<br />?tATE CAN BE INSIDE OR
<br />OUTSIDE BEAM OR LA? CUT
<br />".. 0-50' ...".. 0-.50" -f" l' MAX.
<br />, " '--'"<
<br />SELECT FASTENERS FROM 1.75'1' .. - _\1 - - - - I ~...; I
<br />TABLE 1. 5 + : '?- t '"
<br />I'" ,
<br />I 75' ~ - - . -, '. ~ , ~
<br />DENOTES SCREW PATTERN 1'MAX
<br />NOT NUMBER OF SCREWS
<br />
<br />ANCHOR l' x 2' Pt.ATE TO CONCRETE
<br />WlTH '14' x 2,112" CONCRETE
<br />ANCHORS WlTHiN 5' OF EACH SIDE
<br />0F EACH POST AT 24' O.C. MAX.
<br />OR rnROUGH ANGLE AT 24' O.C. MAX.
<br />
<br />SPlICE TO BE LOCATED 114 TO ',13
<br />BEAM SPAN AND STAGGERED EACH
<br />SIDE OF SELF MATING BEAM
<br />
<br />~:
<br />';T
<br />fAIN, 3-,12" SLAB 2500 PSI CONC.j
<br />6x6-1Ox10 WW.M. OR FIBER MESH
<br />VAPOR BARRIER UNDER CONCRETE
<br />
<br />d ~ HEIGHT OF BEAM
<br />
<br />BEAM SPlICE SHALL BE MINIM\,;M
<br />d. .50" HEIGHT
<br />2 x (d - .50") LENGTH
<br />
<br />SELECT FASTENER SIZE, NUMBER
<br />NolO SPACING FROM TABLE 1.5
<br />'TYPICAL BEAM SPLICE DETAIL
<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 />NolGlE OR RECENING CHANNEL
<br />
<br />',112" x 1,'12" x 0.080" ANGLE
<br />EACH SIDE OF CONNECTING
<br />BEAM WITH SCREWS AS SHOWN
<br />
<br />@
<br />-@
<br />l@
<br />~@
<br />1'@
<br />-@
<br />
<br />W
<br />~
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<br />
<br />
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<br />
<br />NOTE; CROSS BEAM ATTACHED AT COlUMN AND BEAM
<br />
<br />0:
<br />
<br />
<br />
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<br />~
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<br />
<br />PRIMARY BEAM
<br />SEETABLE2.1,'
<br />NolO/OR TABLE 2 . , . 2
<br />
<br />PRIMARY BEAM
<br />SEE TABLE 2. , , ,
<br />AND/OR TABLE 2 . 1 . 2
<br />
<br />CARRIER BEAM
<br />SE E TABLE 2 . , . 3
<br />
<br />MINIMUM ItS S.M.S. x 314' LONG NUMBER
<br />REQUIRED EQUAl TO BEAM DEPTH IN INCHES
<br />EXTRUSIONS WlTH iNTERNAl. SCREW BOSSES
<br />MAY BE CONNECTED WlTH (2) #10 x ','12"
<br />INTERNAl.l. Y
<br />
<br />BEAM PER DESIGN TABLE
<br />
<br />~
<br />
<br />NOTE:
<br />
<br />MINIMUM ItS S.M.S. x 314' LONG
<br />NUMBER REOUIRED EOVAl TO BEAM DEPTH
<br />
<br />NOTE: EXTRUSIONS YI/111i INTERNAl SCREW BOSSES
<br />MAY SE CONNECTED YI/1TH (2) #10 x ','12"
<br />INTERNAll. Y
<br />
<br />CARRIER BEAM TO BEAM CONNECTION
<br />
<br />CARRJER BEAM TO WALL CONNECTION
<br />
<br />CROSS BEAM AT COLUMN AND AT BEAM
<br />
<br />BEAM TO WAlL CONNECTION
<br />
<br />(2) 2" x 2" x 0.060" EXTERNAlLY MOUNTED .A.."IGLES ATTACHED TO WOOD WAlL WlTH MINIMUM
<br />(2) 318' x 'Z' LA.G SCREWS PER SIDE OR (2) "4' x 2,'14' ANCHORS TO CONCRETE OR MASONRY
<br />W AlL ADO (' ) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3"
<br />
<br />(AlTERNATE)
<br />(1) ',314' x ',314' x 1-314" x 1/8'INTERNAl. ~IP ATTACHED TO WOOO WAll. W~ MIN. (3)3/8' x 'Z'
<br />UlG SCREWS PER SIDE OR (3) "4' x 2,'14' ANCHORS TO CONCRETE OR MASONRY WAlL ADO
<br />(') NolCHOR PER SIDE FOR EACH INCH OF CANTILEVERED BEAM DEPTH LARGER THAN 3'
<br />
<br />BEAM AND POST SIZES SEE
<br />TABLE 2. , .'. TABLE 2.1 .2 NolO 1
<br />OR TABLE 2.2.', TABLE 2.2.2
<br />COlUMN NOTCHED TO SUIT
<br />
<br />1" x 2 '18" x 0.044' CH.4.NNa
<br />wi #8 x 318" wi HEAD S.M.S.
<br />@ , 112" O.C. MAX. OOTH SIDES
<br />
<br />(2) #8 x 112" wi HEAD S.M.S.
<br />PARALLEL@ 112" O.C. MAX.
<br />lrIROUGH '" x 2118" CHANNEL
<br />INTO BEAM
<br />
<br />(2) 5/1 a- x 3 '12"
<br />CAD. ST. BOlTS THROUGH
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