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<br />CONNECTORS <br />(PER TABLE 2.3) <br /> <br />KNEE SRACE NOT <br />REQUIRED FOR <br />ATTACHED <br />STRUCnJRES AND <br />qOCF PROJECTlON <br />FROM HOST LESS <br />mAN 20' <br /> <br />KNEE BRACE <br />REQUIRED IF POST <br />NOT SET ,N <br />CONCRETE FOOTING <br /> <br />COLUMN <br /> <br />I 0 <br />I <br />I 0 <br />I 0 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />-k <br />~ <br /> <br /> <br /> <br />r ?N-IRooFPA.NEL <br /> <br />i <br />I <br />seE TABLES FOR BEAM SIZE I <br />-S- <br />, <br /> <br />CENTER OF <br />SRACE <br />G~ -+ CONNECTION "" <br />START OR END <br />OF BEAM SPAN <br /> <br />2" x 3" x 0,050" <br />MINIMUM KNEE BRACE <br />(SEE TABLE 2.3) <br /> <br />iNTE.'<NAl. ANGLE OR <br />U..cUP <br /> <br />CONNECT KNEE <br />BRACE TO COLUMN <br />AND BEAM W1T1-l 0.050" <br />'U' CHANNEl.. "rl' <br />CHANNEl.. OR GUSSET <br />F'l.ATE. FASTEN WIl1i <br />5.1.4,5. AT EACH <br />CONNECTION POINT <br />PER TABLE 2.3 <br /> <br />KNEE BRACE TO POST DETAIL - BEAM PERPENDICUlAR TO ROOF <br /> <br />CONNECTOR MAY BE (2) <br />ANGLES, INTERNAL V <br />CHANNEL OR ~ 'U' <br />CHANNel. EACH SIDE OF <br />CONNECTING BEAM Wll1i <br />SCREWS (PER SECll0N 9) <br />CARRIER BEAM (SEE TABLE <br />2.1.3) <br /> <br /> <br />~ <br />"~ <br />"~ <br />"~ <br />~ <br />.~ <br /> <br />w <br /> <br />~ <br />a:: <br />w <br />:1. <br />J: <br />s: <br />w <br />a <br /> <br />PRIMARY SEAM <br />(SEE TABLE 2.1,1 <br />ANDIOR TABLE 2. 1.2) <br /> <br />NOTE: <br /> <br />MINIMUM NUMBER 5.1.4,5, @ 314" LONG <br />REQUIRED IS eQUAl :0 BEAM DEPl1i (SEE <br />SECTION 9) <br />EXTRUSIONS w1TI-i INTERNAL. SCReN BOSSES <br />MAY SE CONNeCTED 'Ml1i (2) #10 x 1.\12" <br />iNTERNAL.L Y <br /> <br />CARRIER BEAM TO BEAM CONNECT10N <br /> <br />--------------------l. <br /> <br />PAN OR CCMPOS/TE PANEL ROCF <br /> <br /> <br />SEAM <br /> <br />CENTER OF I <br />BRACE CONNECTION = <br />START OR END OF +-- <br />SEAM S?AN <br /> <br />KNEE SAACE ~T <br />REQUIRED FOR <br />ATTACHED STRUCTURES <br /> <br />Z' x 3" x 0,050" MINI!.lUM <br />KNEE BRACE <br />(SEE TABLE 2.3) <br /> <br />KNEE BRACE REQUIRED IF <br />POST NOT SET iN <br />CONCRETE FOOTING <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />COLUMN <br /> <br />CONNECT KNEE SRACE TO COLUMN AND BEAM IVlll-i 0.050" '\J' <br />CHANNEl.. "rl' CHANNEl.. OR GUSSET ?tATe. FASTE..... WIll-i 5.1.4,5. AT <br />EACH CONNECllON POINT PER TABLE 2.3 <br /> <br />KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF <br /> <br />ANGt.E OR RECEMNG <br />O1ANNEl. <br /> <br />PRIMARY SEAM <br />(SEE TABLE 2.1,1 <br />AND/OR TABLE 2. 1.2) <br /> <br /> <br />SEAM TO WAlL CONNECnON: <br />(2) Z' x Z' )( 0,060" EXTERNALLY MQtJNTeD ANGLES A TT ACl-fED TO WOOO WAlL'MTH <br />MINIMUM (2) W x Z' lAG SCREofoIS P& Sloe OR (2) 11." )( 2.1/4" CONCRETE ANCHORS TO <br />CONCRETE OR MASONRY WAlL ADO (1) ANCHOR PER SIDE FOR EACH INCH OF SEAM <br />DEPll-i lARGE.~ THAN 3" <br />(ALTERNATe) (1) 1-314")( 1.31.")( 1-31.")( 1/8" iNTERNAL. LJ.CHANNa ATTACl-fED TO 'NOOO <br />"'ALL "Nll1i MINIMUM (3) ~ )( Z' lAG SCREV\IS OR (3) 114" .2-1/." CONCRETE ANCHORS TO <br />CONCRETE OR MASONRY WALL ADO (1) ANCHOR PER SIDE FOR EACI-f iNCH OF BEAM <br />lARGER mAN 3" <br /> <br />CARRIER BEAM TO WALL CONNECTlON <br /> <br />I <br />r--~------- <br />"""?- - <br />! ~ <br /> <br />I <br />I <br />f - - f - ""'" ,,,,a 'new, ~ - <br /> <br /> <br />I <br /> <br />-+ SIDE BEAM <br />I <br />I <br />I <br /> <br />FOR NUMBER OF BOlTS <br />ANa SIZE OF POST (SEE <br />TABLE 2.3) <br /> <br />SEAM ANO POST SIZES <br />(SEE TABLE 2.1,1. <br />TABLE 2- 1.2 AND 1 OR <br />TABLE 2.2- 1, TABLE 2.2.2) <br /> <br />1 314" x 1 31.")( 0.063" <br />RECENING CHANNEL <br />THRU BOLTeD TO POST WI <br />THRU BOL IS FOR SIDE <br />SEAM (SEE TABLE 2,3 feR <br />NUMBER OF aOL TS) <br /> <br />1 <br />-1 <br />~ <br />i <br />! <br /> <br />ROOF PANEL SEE SECTION 7 <br /> <br />ANC'rlOR (SEE DETAIL fOR <br />PA..... OR CCMPOSITE <br />PANEL) <br /> <br />, <br />Lj <br /> <br />COLUMN NOTCHED TO <br />SUIT <br /> <br /> <br />SIDE NOTCH POST TO BEAM CGNNECT1CN <br /> <br />, <br />I <br /> <br />-I <br />-S- <br /> <br /> <br />~ <br />.j <br />~ <br />~ <br /> <br />ANCHOR P<oR DETAIL <br />FOR PN-I OR <br />CCMPOSITE PANEL <br /> <br />FCR NUMBE.r~ OF <br />SOlTS AND SIZE OF <br />?CST (SEE TABLE 2,3) <br /> <br />BEA'" AND POST <br />SIZES (SEE TABLE <br />2-1.1, TABlE 2.1.2 <br />AND 1 OR TABLE 2.2.1. <br />TABLE 2.22) <br /> <br />COLUMN NOTCHED :0 <br />SUIT <br /> <br />CENTER NOTCH POST TO BEAM CONNECTlON <br /> <br /> <br />")( 2 . iff' x 0.044. O1ANNEL.Nt <br />~ ~)( 3[8" 'HI HEAD SJA,S. ~ 1 11Z' <br />O,C. ,'MX. SOTH SIDES <br /> <br />(2) #8 x 112" 'Nt HEAD S.M.S. <br />PARAlLEL @ 112" O,C. ~MX. <br />THROUGH l' )( 2 118" CHANNEL <br />INTO BEAM <br /> <br />(2) 511S-xJ 112" CNj, ST. <br />BOLTS Tl-lROUGH <br /> <br />NOTE.: CROSS BEAM ATTACHED <br />AT COLUMN AND BEAM <br /> <br />CROSS BEAM AT COLUMN AND AT BEAM <br />SCAlE: N.T,S. <br /> <br />(/) <br />0-' <br />W<( <br />:r:::J <br />(/)Z <br />0.0<( <br />(/)~ (/) <br />o::(/) =:! <br />Ll.,j W Zl<{ <br />> ~ 91tl3 <br />C~t::o <br />Uc...:ON <br />C::Jwz <br />f=Cl::oc <br /><(1-0_ <br />a.(/)O I- <br />~Nc...: <br />(/)_ W <br />1--' (/) <br />o::Z <br />C~ <br />a.- <br />0::::: <br /><(<{ <br />U <br /> <br />ill ~_ <br />. j..,; N <br />0... ~ N <br />(/) (..., <br />::i~i~ <br />Q,) (..l <("::: <br />c_z,-", <br />CI~e~:g <br />< ). ...... ".Q <br />~~~~~ <br />. ~ ~;~ <br />illw6z~ <br />0(/)9>< <br />Q,)' ~<( <br />()~~~-'- <br />C-lJ"'Jj <br />Q,)~~f- <br />1.. ~ :xl <br />3 ~ 0 <br />n3 S ~ <br />.-Ja <br /> <br /> <br />OF <br /> <br />?j <br />~ 8 <br />