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<br />PANELS I ELEMENTS UNBRACED BY HOST <br />STRUCTURE TO BE 3RACED BY DIAGONALS <br />IN P=:RIMETER PANELS (MIN.) <br /> <br />::~:=.V=,lo.HS 3RACED 3Y '-1CSi <br />S7::<Lc-7"t....,::f= C::.~iNEC7'C'" <br /> <br />s <br /> <br />---- / <br /> <br />~LE~E~7S 3~.J.C;::: 3V :'.AGCSALS <br /> <br />>=~~ >" ,.3KAC~G <br /> <br />~, .'. ~ <br />~ .,,- -. - -' i <br /> <br />:;..aL= ':~ <-2RAC:~,G <br />:'~ WAL~S\ <br /> <br />.-- -"~I:':"':':" .....-:'YC:"',;--;" - 3E..':,}.-!S DR ='URL.."4S -r <br /> <br />:)..--2L= :=<. <.3?..AC'~G <br />,., ,',''':'1.._5:', <br /> <br />2 x 2 ,~IN) ?OCF :):J.GC'IAL ....0:::'" WALe. <br />..\7 NALL 3~C,,"JG A7 CORNERS \!,(P) <br /> <br />SACH c;iAGCNAL "'c =E =ASTE.'.;ECl :AC:-1 <br />::.~D \'VITM '2) :AC:., :'0 S.'A.S.!AI~.) <br /> <br />PCCl =NC:"'CSL;R.E D1AGCNA.L 3RACiNG. SCHEMATiC ?~~,'j fEW <br />:pecl ::.'.;C'.CSL.;i'lE SOR:::.'; ?CG= MAY 3E ='-,<T, GABLE, MANSARD, ::;C'~E c::< .,p' <br /> <br />~ =..~ \/E ,~.AJL. <br /> <br />r-, <br /> <br />/ <br /> <br />I <br />,. "- <br />\ ~ ~ '0' <br />., <br />I ~ ~ 10:1 Ji\" <br />I ~ ~ ~ ~ a _'" <br />, ,,,. " <br />II",','\. <br />I I -:--'~ ' <br />~ i- '"" "- <br />- '....-.-. <br />" 'y <br />y" <br /> <br />iiT <br /> <br />. <br /> <br /> <br />. <br />. <br /> <br />. . . <br /> <br />fr <br /> <br />~ <br /> <br />4- X 4- x ~,C€2" ~~7c <br /> <br />?CSi <br /> <br />2' X 2' x D':;4A' 3KACE <br /> <br />2' x 2' x C.044' 3KACE <br /> <br />,.", <br />~'" "CST <br />~. " ... <br /> <br />~'" .~ . . . <br />\. "" 0 0 0 <br /> <br />: .. I <br /> <br />CHAJR MIL <br /> <br />I . .: <br /> <br />POST <br /> <br />, . . <br />~ '.. <br /> <br />.~~.:::y,::, <br />Y1 : I <br />-.r- <br />, I <br /> <br />2" X 2" X 0.044' BKACE <br /> <br />, X 2 SOLE PlATE <br /> <br />." <br /> <br />'14'" X ~-'14' EMBEDMENT <br />EXPANSION 80l T @ 24' OC. <br /> <br />. SEE TABLE I," FeR REQUiRED QUANTITY <br />OF .10 X 314' SHEET METAL SCREWS <br /> <br />K-8RAC1NG CONNECTION DETAllS <br /> <br />/) <br /> <br />/ / / <br />< / / <br />/;..... <br />/.J <br />" .. <br />',3: , ...-,~ <br /> <br />~,,? <br /> <br />i <br />..L." <br /> <br />~CI2~ <br /> <br /> <br />(5) ~'O S'.S. (!.\IN.) _ _... _ " <br /> <br />~ <br /> <br />.~ ~ <br /> <br />'\, / <br />'"", <br />n '/a'x~.'f2"xa'FlAr3AR '\, <br />/ ~ <br />0.13S'PlATECUTON4SA.NGlE -;7 '" <br /> <br />n EYE.30l T C P C,q S.S FCR CABLE ~- _" .' . <br />rE,"'SION <br /> <br />.,csr Sr"L.;C'7'1.:RE '" I <br />"I <br />zsz-=~- <br /> <br />-----.0-----0 . ~j..'-".~II C::<"',=_'.S <br />3::..':'}~S A~i'::::,C:=< ~'-,,~,~q.tS _ __ .____ ~_ __ -. <br /> <br />=!S:~ <br /> <br />::J32' " ST AJ-NLESS STEEL <br /> <br />"E::<iME"'Eq FRAMING MEMBEr<. <br /> <br />TYP!CA.L CABLE CONNECT!ONS AT CORNER DETAil 1 <br /> <br /> <br />g: <br /> <br />"g) <br /> <br />~.,N 3-,.'2' SLAB 2500 P S.I. CONCRETE <br />6 X 6..,0 x '0 WELDED WIRE MESH OR <br />F:BE::< MESH CCNC.qE-E <br /> <br />,fPiCAL C.~alE CCNNECTiON Ai ~CuNDATiCN CETAll2 <br /> <br />SiDE ''l-'Y.ALl c..;SL:::S AFE'IOT ~ECI...",R=J O~ ?0CL CAGES ~1-"AT 'JO ,"-JOT S(7"E~D <br />'.lCRE '7MAN -:MR::= PA....,E'" NID,r"S OR 29''':;' FRC~. THE '~AiN STRUC'TlJi'lE <br />=ND WALL c:.SLES Ai<.E .i'lEQUiREJ ,F ,r"E SC::<EE.'iED E.NC~OSL;RE SCENDS MCRE <br />T'r'AN O"E "ANEL NIDH, CR g'-J' 8CM T'r'E!.iAJN STRUC'TlJRE. <br />I-iE USE OF 3LL~D CRN"E=iNA:.. SCREW CC",'iECTICNS i'; ,riE CC."STRUcr~ON CF <br />SCR=ESEJ :\jC:"'CS:"';.~=S:5 AC:=~A3l.::. <br />\') PA.lR CF CA3LE3::<E':::JI::<ED FCR EACH 200 SQ. FT OF '''AlL AREA <br /> <br />EITMER A CR a <br /> <br />" x 2" x 0."25' C~:P AND (2) <br />S.M S. :ACH SiDE FC::< ,c:.aL::S <br /> <br />ANGLE LOCAT'O.. "OR SL;PEi< SUTT':.-< <br />REiNFORCEMENr <br /> <br />'/4- TAPCGN OR ?rl~ Grtl? <br /> <br />:lia' x a' lAG N1TH WASHER AT <br />EACH E~D A.ND i',) AT EACH <br />MID-S?A.N <br /> <br />NOTE: <br /> <br />~~A <br /> <br />. ' '/ / // :~~~,.-/~ <br /> <br />,/ -- <br />, <br />." <br /> <br />,v;::...:) EVE 3CL 7$ <br />C:"']SED (iypICAl; <br /> <br />./ <br /> <br />S -,,' ~- <br />~ .~ <br /> <br />/ ':~A?:~ <br /> <br />TCP CeRNE:=<. CF C:<SL= CCt'-<r--;EC-:-:CN <br /> <br />/ <br />/ <br /> <br />( <br />~'''' /// <br />, / <br />-- ...... ' <br />,,'" '/ <br />""'" ....:;:. '-", <br />, 'J' .",'.'~I~ <br /> <br />" ~// <br /> <br />SCTTOM OF C:<2LE CCNNECiCN <br /> <br />SICE .'VAlL CABLES Ai<.E ~OT ~.E:::~:.:':ED Os ~CC~ CAG:::S -~.A'7' co "CT EXTE~D <br />MOi'lE THAA rHREE PA."E!.N1DTCiS ::;R 29'.)' o"C'" --E '~AL~ STRL.;CT'~.::<E. <br />END WAll CABLES ARE ,RECUi::<::D .= ~"'E SC:':EESEJ E~C~::;SUi'lE E.'('7'E~CS ~~O:':.E <br />,riA" C,"E PANEc .vIDTH CR 9'-0' ==<c~ ,...E '~AI" S'7';;!LC~:"':':E. <br />THE 'JSE CF BL,ND C,R ,N'TC.:;'NAl. SC::-EW CC~,"'E'C'I'C'.;S'i -:-,E CC,.,S'8UC'I:OI CF <br />SCREENED E.'1C~CSL;RES:S ACCE"~ABL=. <br />(1) PAiR OF CA8L=5 REQUIRED FCR E.~C:~ 200 SC..~ :::F oVAL:' AREA <br /> <br /> <br />5 <br /> <br />OF <br /> <br />10 <br />