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<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 /> <br />~ <br />< <br />(,/)::) <br />a Z <br />W< <br />J:2 <br />(,/)z <br /><>d~ <br />(,/)u;~ <br />Cl::W< <br />Waf- <br />>(,/)W <br />Owa <br />UC!N <br />0::) <br />f=I-Z <br /><()o <br />o...::)f= <br />_ 0:: () <br />(,/)I-W <br />I-cnv.l <br />0:: 2 <br />o ::) <br />il.z <br />0::_ <br />< 2 <br />U ::) <br />~ <br />< <br /> <br />'- <br />w ~_ <br />, -' '" <br />f'I ~- <br />u.. '" '" <br />- ~: <br />:::8L:..~ <br />0) ... <' ~ <br />C~5~:g <br />c<f-~:g <br />0)0.:<-' <br />cng~&~ <br />. ::> l- W ;!: <br />w:!3 6 5 e <br />'II)=~ <br />~ ffi g fu "- <br />\..J lJJ t"') ~ <br />C;;:"'W <br />-)(f- <br />0) (.:l 0 <br />'- ~ <:) <br />3: =' (;) <br />co :>,-Q. <br /> <br />~l/ <br />;i <br /> <br />IAR 199: <br /> <br /> <br />3 <br /> <br />OF <br /> <br />7 <br />