<br />1('
<br />I '
<br />I
<br />
<br />~l[-
<br />, POST SIZE PER
<br />TABLE 2.2,1 AND/OR
<br />I TABLE2.2.2
<br />
<br />+
<br />
<br />BEAMlHEADER
<br />AI. TERNA ~ CONNEcnON DEl AlL
<br />;z- x ;z- x 0.D63" ANGlE CONNECT
<br />UPRIGHT @ BEAMlHEADER AND
<br />CHAIR RAIL
<br />
<br />
<br />BEAM SP,A,N
<br />'W" FOR BEAM SIZE
<br />
<br />SEE TABLE 2 . 1 . 1 ANOIORT ABLE Z. 1.2
<br />AFTER COMPVTlNG 'A'lARGEST VAlUE
<br />
<br />(21 '10 X l' SnEET METAl SCRE'<< '
<br />INTO SCREW SLOTS
<br />ANCHOR l' X 2" PlA.~ TO CONCRETE
<br />WITH 114' X 2-112" CONCRETE
<br />ANCHORS WITHIN 6" OF EACH SIDE
<br />OF EACH POST AND 24' O,C. MAX. r1l-
<br />
<br />
<br />~ ~ llJl ~-4
<br />
<br />MIN. 3-112"stA825OO PSI CONC. ~
<br />Qx5.1Oxl0W.W.M. OR FIBER MESH ~
<br />VAPOR BARRJER UNDER CONCRETE
<br />
<br />SiDE Vl'2N SINGLE OR DOUBLE BAY CARPORT
<br />
<br />II)
<br />Ul
<br />~
<br />
<br />I
<br />
<br />ROOF PANEL SEe SECno.'4 7
<br />
<br />l' x2" EXTRUSION
<br />
<br />
<br />PAN OR CCMPOSl~ ?A:'/Et ROOF
<br />
<br />1.118"' MiN, iN CONCRETE
<br />
<br />
<br />
<br />HOLLOW POST TO BASE AND HOLLOW POST TO BEA.M DETAIL
<br />
<br />I :
<br />I I
<br />
<br />CENTER OF , I
<br />BRACE CONNECTION FOR I I
<br />START OR E,'4D OF SEAM SPAN ,
<br />71'- KNE:B ~E
<br />LENGl"1;
<br />H-GHNoINEl. KNEE BRACE 2" x 3. x O.OSO' '<NEE
<br />BRACE WITH (3) itl 0 x 112" EACH SIDE OF BEAM
<br />U-GHNoINE'~ ON SIDE WlTrl (3) #10 x \12" AND I l'
<br />'<l',EE BRACE :sro POST ,\NO (~1 1110 ~ ',:2" EACH ~
<br />. 'Si~~ nF~~CE 'MTH~RROSUN .
<br />RESISTlVE "'I-'-SHER HEADED SCREVv"S
<br />BEAM PSRPENDICUlAR TO ROOF SEAM ?ARAlLEl. TO ROOF
<br />KNEE BRACE TO POST DETAIL
<br />
<br />Il~
<br />Q
<br />
<br />ANCHOR PEl~ DEl AlL FOR PAN
<br />OR COMPOSITE ?ANEl.
<br />SEE TABLE 2 , 3 FOR NUMBER OF
<br />aOL TS AND SIZE OF POST
<br />BEAM AND POST SIZES SEE
<br />TABLE 2.1. " TABLE 2,1 ,2 AND I
<br />OR TABLE 2.2. I, TASLE 2.2.2
<br />COlUMN NOTCi-iE!) TO SUIT
<br />
<br />2" x 2" OR 2" x 3' OR 2" 5MB POST
<br />
<br />SIDE NOTCH POST TO BEAM CONNECTION
<br />
<br />~>.~
<br />(41 #'\0 x 112" S_~tS. EACH SIDE
<br />OF POST
<br />HEADE.~ SCAM
<br />
<br />I
<br />1 I
<br />'(
<br />
<br />I
<br />
<br />1
<br />I
<br />
<br />"f
<br />
<br />-------'::rL-=:}
<br />~ r;:-:;
<br />! I 0 0 I
<br />ftJ-' 0 0 '.......~
<br />ANCHOR l' x 2" P'-A~ TO CONCRETE
<br />WITH 1/4' x 2.1/2' CONCRETE _
<br />ANCHORS WlrrllN 6" OF EACH SIDE /
<br />0F EACH POST AT 24' D.C. MAX. _,_/t-_,-
<br />OR Tl-IROUGH ANGLE AT 24' D.C. MAX. L r n
<br />
<br />
<br />, ---=.I ~ ~
<br />-':::'~.'\,.J
<br />MIN. 3-112" sv.a 2500 PSI CONC. "ffi ' ", , ~_
<br />Qx5.\Oxl0 WW.M. OR FlBER MESH .
<br />VAPOR SAMlfR UNOER CONCRETE
<br />
<br />\.118' MIN. iN CONCRETE
<br />
<br /><Il
<br />W
<br />2 ROOF PANEl. SEE SECTlON 7
<br />~
<br />
<br />!
<br />
<br />H-8AR OR GLiSSCT?L4.~
<br />'l:' x 2" X 1'16' ANGLE EACH SIDE
<br />ATTACH TO POST AND CONCRETE
<br />AT LOAD 6.:AR1NG WAlL WITH
<br />(2) #10 x 112" S.M.S. EACH SIDE
<br />l' x;Z- EXTRUSIO:'o/
<br />
<br />''I
<br />I I "-
<br />~ ' ~..
<br />R!,~,-
<br />b..L...J I
<br />- I
<br />4-i
<br />
<br />?L4.TE -;-0 BE SAl,,\E THICKNESS
<br />AS SEAM WEB
<br />~.J\TE CAN BE ,NSIOE OR
<br />OUTSIDE BEAM OR LA? CUT
<br />71'-- d-,5O" -.,<- d-.5O" ~ " MAX.
<br />, ., I ---"<
<br />SEl.ECT FASTE.NERS FROM liS' ~I - - - -11- - - - I ~'~ I '
<br />TABLE' . 5 ~ I '" ~.."
<br />~ -0 I ,
<br />l,i5" ~ - - - - --'---"< I '
<br />" ,---,,<
<br />O~OTES~RE"'IPA~~ \'MAX.
<br />NOT NUMBER OF SCREWS
<br />
<br />
<br />SPUCE TO BE LOCATE.D 114 TO ''/3
<br />BEA1-A SPAN AND STAGGERED EACH
<br />SIDE OF SE!.F MATING BEAM
<br />
<br />d " HEJGHT OF BEAM
<br />BEAM SPUCE SHALl.. 3E MINIMUM
<br />d . .SO. HEIGHT
<br />2 x (d . .50") LENGTH
<br />
<br />SELECT FASTE.."IEi'l. S~. NUMSER
<br />AND SPACING FilOM TASLE 1 ,5
<br />T'l'PICAL 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 />ANGLE OR RECENiNG CrANNEl
<br />
<br />
<br />,;-
<br />
<br />
<br />NOT2 CROSS BEAM ATTACHED AT COLUMN AND BEAM
<br />
<br />,
<br />W I
<br />-'
<br /><:)
<br /><(
<br />f-
<br />a: PRiMARY BEAM ~"
<br />Ul SEE TABLE 2.' . , '. ,
<br />a. AND/OR TABLE 2.1,2 \
<br />J:
<br />f-
<br />a.
<br />Ul
<br />0 J
<br />, .
<br /> I
<br />
<br />r-1:
<br />
<br />J,@
<br />\.112" x \.112" x 0.080" ANGLE i
<br />EACH SIDE OF CONNECTiNG ~ @
<br />BEAM WITH SCREWS AS SHOVYN J. @,
<br />~.j
<br />~
<br />
<br />CARRIER BEAM ~ " I
<br />SEE TABLE 2,1. 3 "
<br />--- .!
<br />~ NO~:
<br />
<br />Ul
<br />-'
<br /><ll
<br /><(
<br />f-
<br />a:
<br />Ul
<br />a.
<br />J:
<br />f-
<br />a.
<br />Ul
<br />o
<br />
<br />??JMARY BEAM
<br />SEE TABLE 2 , \ . \
<br />AND/OR i ABL: 2 . 1 , 2
<br />
<br />@
<br />@
<br />@
<br />
<br />MINiMUM t:8 S.M.S. x 3/4' LONG NUMBER
<br />REQUIRED EQUAl TO BEAM DE?TH IN iNCHES
<br />
<br />EXTRUSIONS Wl11-i iNTERNAl SCRE.... aOSSES
<br />MAY BE CONNECTED WITH (21 #10 x \,',12"
<br />INTERNAU Y
<br />
<br />MINIMUM #8 S.M.S, x 314' LONG
<br />NUMBER REQUIRED EQUAl TO BEAM DEPTH
<br />N011;; EXTRUSiONS WITH INTERNAl SCREW BOSSES
<br />MAY SE CONNECTED WITH (2) #10 x 1-'12"
<br />INTERNAL!.. '(
<br />
<br />BEAM 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 />
<br />(2) 'l' x 2" x 0.000" EXTERNAll. Y MOUNTED ANGlES ATTACHED TO WOOD WAlL WITH MINIMUM
<br />(2) 318" x 2" LAG SCREWS PER SIDE OR (2) \'4. x 2.',,," ANCHORS TO CONCRETE OR MASONRY
<br />WAll ADO (I) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH u-RGER THAN 3"
<br />
<br />(Al TERNA IE)
<br />(') ,.314. x \.314'" 1.314' x \18"' INTERNAl U-GUP ATTACHED TO WOOD WAlL ~ ML'I. (3) 318' x2"
<br />LAG SCREWS PER SIDE OR (31 ,"" .2.\14' ANCHORS TO CONCRETE OR MASONRY WALL ADO
<br />l 1) AN010R PER SIDE FOR EACH INCH OF CANTIlEVERED SEAM DEPTH LARGER TM"/ 3"
<br />
<br />ANCHOR PER DElAlL FOR PM OR
<br />COMPOSI~ PANEl.
<br />SEE TABLE 2.3 FOR NUMBE.~ OF
<br />SOl TS AND SIZE OF POST
<br />
<br />SEAM AND POST SIZES SEE
<br />TABLE 2. 1 . I, TABLE 2. 1 ,2ANDI
<br />OR TABLE 2.2. I, TABLE 2.2,2
<br />COlUMN NOTCHED TO SUIT
<br />
<br />,. x 2 118' x 0.044' CHA1IINa
<br />wi #8 x 318" wi HEAD S.M.S.
<br />@ 1 \12" O,C. MAX. BOTH SIDES
<br />
<br />(21 #8 x 112" wi HEAD S.M.S.
<br />PARALLEL @ 1/2" O.C. MAX.
<br />THROUGH ,. x 2 \18"' CHANNEl.
<br />INTO BEAM
<br />
<br />,J
<br />
<br />(215116" x 3 VZ'
<br />CAD. ST. BOLTS THROuGH
<br />
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<br />
<br />IAR 199:
<br />
<br />
<br />3
<br />
<br />OF
<br />
<br />7
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