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<br />'2'.,.1/8",6' U:rq U Channel "S" <br />A/I1)~s Io8lllSl"'Q b\J~,",IIII4-3/8' <br />ill<>> at wood lr1ih ,.- 114 CJ'lCt'a:r1 <br />" COOCt.It. <br /> <br />.. 2',0:', 1/8 'x6' l.on9 U c:tlanel "S' crtIW>eS to <br />Z'x_StrO <br /> <br /> <br />DOWN BEAM CONNECTION TO 'MLL <br /> <br />2".2.'x 1/8'"S' iOc'q engles '{:' <br />AlIOCh 10 fe:;e Ie w"h 2' 318 <br />bos at eoen onc;;le ee. side <br /> <br /> <br />I <br />I qult.r l~ <br />___I <br />@ <br />@) <br />@) <br />@) <br /> <br />2'x2'xl/a'.S'lon~ ell\jles "A. celchlo <br />2".6' ~ wrt1l4- r..IO smsaleodl~ <br />eoch sid.. <br /> <br />E'lSltn~ fesoe <br /> <br /> <br />DOWN BEAM COs\NECTION EN..ARGED <br /> <br />1 <br /> <br /> <br />z", d 5MB See Tobl. 3 <br />PAGE J ot J <br /> <br />"A. . Sl4ler Guller . 5MB d <br /> <br />"a.. Over hor>9 dimensaon <br /> <br /> <br />2' I CheM.1 <br />OR U CHANNEL <br /> <br />NOT E' Strew po!1eros are for Qer>ero\ IOC011OO end s",ac"'Q cn:l <br />1T\tl1. upr'9h1 r':jUO"ed !O octlieve mo~nl CO<YlCCt.on Th. <br />cen~ COluml' at scre'u should be deleted whep NOof <br />possible screws reqsfd<rdeverYOfller sa. pl. for IIslher del. <br />BEAM TO UPRJGHT~ECTION DETAIL f'JO' BEAM TO UPRJGHT c.c::NNECTION DETAIL NO 2 <br />NOTES FOR RJGID CONNECTION OF DETAIL NO I, 2, 3 <br /> <br />~'x6' 5MB mill <br /> <br />'A' <br /> <br />"8' <br /> <br />... <br />.. <br />o <br />'" <br />N <br />~ <br />410 <br /> <br />A~mln\61'l beams lyp <br />PAGE 1 of 1 <br /> <br />D"foli 2. tyP. <br />PAGE 2 of 1 <br /> <br /> <br />2'.Z'pUrl"" clloct>ed <br />to beQrrc wi Z "" 10 I <br />1" ''''I <br />Olt SMA1' 8P.AH <br />Bl;lUIV. <br /> <br />2' 5MB <br /> <br />N"IOx3/4' SMS 3/4'0.c. <br /> <br /> <br />Ce1011 2 Iyp <br />PAGE 2 of 1 <br />Cables typ <br />see sc~ule. <br /> <br />Z 'x2" Ulo" r;ld I (p. <br /> <br />. <br /> <br />'~l'" <br />.E .. <br />"I 0 <br />. ... <br />jS <br />; tJ <br />J: : <br /> <br />Grode <br />2 of 3 <br /> <br />DetaIl 3 lvp. <br />PAGE 2. of 1 <br />TYPICAL DOME ROOF ELEVATION <br />N.T.S. <br /> <br />TYPICAL FLAT ROOF ELEVATION <br />N.T.S. <br /> <br /> <br /> <br />U1Sfl7lQ struclur. <br /> <br />Alumll'um beams <br />Ste table I <br /> <br />Alummum bcoms <br />see lObi. I <br />PAGE 3 of 1 <br /> <br />Screen ryp. <br />Cobles fYI', <br />SH sch~le <br /> <br />l"xZ" l)'ll. <br />Alu/TW'Un ~'9h1s <br />SH 'oble I <br />Conc.slobood <br />1000linq. typo <br />SH lable 2 <br /> <br />TYPICAL FLAT ROOF ISOMETRIC <br />NIS. <br /> <br />TYP1CAL DOME ROOF ISOMETRIC <br />N.T.S. <br /> <br />Z"IZ'potlO or ~nop <br />fos'cn:d 10 ~om ./2 <br />Self mo1..... beam ,...101 1ft SMS. <br />See Tebl. I PAGE 3 ot 3 <br />..,./' Sg lid pews ftJS Oertole <br />~ 2 x 3 ~Jl)ht sere. pol1em <br />~n s~ HOS denole <br />, .4' ~Jqhl cncll;lrqer <br />SCTe.. patlem. <br /> <br />".~' 0,11 or snap fllSlencd <br />102 s,'./N"IOx 1" <br />SMS ot Z4"oc. or cool. <br />~ sedlOnS,. <br /> <br />NOTE' 2'x3' U~roQlIlmusl be notched <br />for Z'. 2 roof pu--11OS. <br /> <br />,'x2" eal fostened 10 Z"r2"WlII <br />N. 10 xl V,' SMS at 24'0.c. 'OR SNAP BU.H <br /> <br />2'x2" ~linSOt1~'Obcams !C,lOIV. <br />.1111, II&I0xl V2 ~. <br />~4....... 1pOC'lI9 <br /> <br />o CuI fer o.-erlop <br />o comccllon <br /> <br />2"x4' SMa <br />2 .5 5MB <br />2 .6. 5MB <br />2 x 7 S/wl8 <br />Z l8 5MB <br />Z .9 5MB <br /> <br /> <br /> <br />lOr 2' ob. ~teocd to ~M8 <br />w/2 N"IO)( 2"~MS, <br /> <br />2"x 5MB fUt See Tab. 2 PAGS 1 of 1 <br /> <br />aolDlll <br />;:e;?::;! <br />V'lV>lIt <br />. . <br />"""..., <br />.. .. .. <br />. . <br />"""IN <br /> <br />See Toble 3 for r'lmbcr <br />of screws per ~l. <br />'AGE 1 of 1 <br /> <br />TYPICAL SIDE PlATE CONNECTION DETAIL NO 3 <br /> <br />2"x2" AND 2"x3" KNEE BRACE CONNECTION DETAIL <br />IABLE ,: ~I.I~~ SIZES Pal POOL [~CLQ~y!~ !~I~ ~~~11 <br />---- - M9-M~!.!!9 !!i:.i-~!!!il! m2 !=! 6~ <br /> <br />~M~~_6.-HP.IISI01l A!P.lQR 8T~ <br />2'. '" 2". 2'. 0.0$" 2' K-OWlIII. ./ )-4 10/ 1/2' IAClt IIDI <br /> <br />TO )'." 2"r )". 0.0).. 2' K-OWIIII. ./ ,... 10/ 1/2' IAClt IIU <br /> <br />TO ,'. .. <br /> <br />TO S'. ,. <br /> <br />DATE <br /> <br />DESCRIPn~ <br /> <br />RE\-1Sl00S <br /> <br />2.1: ... 0.0'" <br /> <br />10TClI JIIlI on. UAII . IIPJrCllfT .a <br />fAllLl 2 rea '/ . .ra 0' ~ <br /> <br />JNm 1JI .uon lOTI <br /> <br />2'. ,.. O.U" <br /> <br />2',3" UprlQhl musl be nolched 10 reoch lOp of beam 10 och.eve r...h:l cornectoon. <br /> <br />2. N" of $Crews fnJSl be es showoI spoc:rq 3/4 'x3/4" mlO. spocrq and pollern may Y<Xy. <br /> <br />3 See Tebie 3 for NO of scrus a>d IT1tl'ImUr1I Sill of ~ro"ht I beam coonecloon <br /> <br />4 tift ~ ,.11 t<w<<q ~/',", or. on o~eptot>le S<Jbst"ul. ref SM S <br /> <br />5 IF BEAM IS NOTCHED TO RECEIVE UPRIGHT <br />ADDITIONAL SCREWS ARE NOT REQUIRED FOR <br />2. x 3. UPRlGa'l'. <br /> <br />LA WRENCE E. BENNETT <br />OVl ENGNEER &: DOOOPMENT COOJLTANT <br />P.O, BOX ~8 S. DAYTONA, fl. 32121-4308 <br />PHONE: (904) 253-9960 <br /> <br />WHITE ALUMINUM <br />d,b.a. <br />Aluminum BAJilding Systems <br />1107 Ncrth ThomQs Rd., l.&esburq Aorid~ 327-4-8 <br />Phooe: (904) 787-n66 Fax. ~9IJ.H) 787-9329 <br /> <br />,., <br />... <br />o <br />,., <br />w <br />u <br />oC <br />410 <br /> <br /> <br />Grode <br /> <br />flelell PAGE 2. of 3 <br /> <br />Saun ')'ll, <br /> <br />. <br />:a <br />0" <br />t-J: <br />z' <br />II) <br /> <br />Cables fyp <br />Ste schedule. <br /> <br />Dc tor I 3 typo <br />PAGS Z ot 3 <br /> <br />TYPICAL fvWjSARJ) ROOF ELEVATION <br />.T.S. <br /> <br /> <br />~runl}'l). <br /> <br />Cobles t'fll. <br />$c. schedule. <br />PAGa 2. ot 3 <br /> <br />Alumorun columns <br />tyPo SHlI<,)t.loble. <br />t)11 <br /> <br />TYPICAl ~D ROOF ISOMETRIC <br />H.T.S. <br /> <br />NOT ES I <br /> <br />"w". ~reen por>e' :!pOO"9. <br /> <br />"L'. MoXIIT1l6n ~om spon without knee brace <br />odd lenqlll of liru brace to span from span <br />fables. <br /> <br />"Ii'. MOIimum upri9h! hci<;jhfs, <br /> <br />"SW'. Side lOCIls con De fromed <br />wllhOlJl lOp beorn and con be <br />srroIlC5t edruslOlls ello..ed In SpQn <br />Ioble'. (mill 2'x2"xO.044") <br /> <br />tA.IILB 1 1'<1 3 of 3 <br /> <br />3/4" mtn. spoC'09. <br /> <br />CuI fOl' plale comedtQft <br />(plc!e JnSlde ~) <br /> <br />NOTE' Screw pattern for <br />tile c~"on usiog <br />natcf>ed srro ....11 vor:y from <br />Ihe sno..n some. n. and <br />spoctng applIeS. <br /> <br />AlL l~fOlllUT1Ott AND DETAILS COanlnD Oll nus DRAWING IS TIll! <br />PIlOPEJlTT 01 I....RE.CE E. H~.ETT ARO lUY ~OT Be REPRODIICf.D/COPIED, <br />oa liS ED tl AllY ""UU WITIlOllY HIS RlITTEN PEMISSION. IUOR1UTlO. <br />1. .OT UloiD llTltOVT ~r. BEUETT'S IlCIATVRE AND EI'lBOSED SEIoL all <br />A ftASTER fILE COrT BELO.CINC YO TIlE PEIiSUlI IISI~G A COPY OF THIS. <br /> <br />VA - 000197 <br /> <br /> <br />STD MILL <br /> <br />DRAM4: II> <br />CHECXED: liB <br />SCALE: <br />DAn:: 6/18/9 <br />.)(J3# <br /> <br />SEAL <br /> <br />1 <br />Cf3 <br />