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No warranty of anyN;?;T;$H;a%@bETdkind is made by TxDOT for any purpose whatsoever. TxDOT assumes no responsibility for the conversionK;G;T;ZP;=b3NT]of this standard to other formats or for incorrect results or damages resulting from its use.;i9;78;%;78 i978%78;G;;%; G%;G;$;%;$ G$%$;i9;p.;%;p. i9p.%p.;`;$;`;78 `$`78 ; ;D/;W;42v w0DISTRICT;;2;<;m7.3STATE;;;h;!J{COUNTY ;;; ;"BI{4HIGHWAYv;f;j0;3;E61f1SHEETA!;];(;pn;-ID]S) REVISIONS;q;;q;78 qq78;G;;G;78 GG78;;;;$ $;*;;*;$ **$;ߣ;;ߣ;$ ߣߣ$;Ԧ;$;Ԧ;78 Ԧ$Ԧ78;;d%;M;- 3Կ'6_ ;;;;k" m:ࣻTCONTROL  ;V;;;J" m:V3SECTION ;;;;;j"m:;SJOB &; ң;0;N;6m: ң1FEDERAL AID PROJECT ;i9;;%;  i9%;i9;;i9;  i9i9-;#P;;Y_;P*P?"_PY_#P2*P?A-;P;;q^;P :^q^PP AE;];r;dj;// ze/Gb]` ]rb8zerzeҴdj|ze|ze/A-;iP;;^;qP^^iPqPA-;O;<;W`;tO^`tW`3FEDERAL;C;C/;㵣;42>Cv0REGION-;L;j;Y^;LY^7^jL~LA;xC;a[;J;_bX2gbIa[58;3;;<;obo:ACC:;(;;w1;[bP/DN:;E0; ;8;Hb6 CK:;7;;C@;Yb>DW:; ?;;G;Qb|ECK:;ݘ;v%;;-l#Gݘ'14;;;p;0SS 25'-;v;;;SSvZ24"  ;K;w;ᩥ; SSK܂<1.323"*;;V;;_SSX6 @ ";; 7; ;@SSo99.05!;;W;<;SS 48" @ 15'5!;兤;;3;pSS兤@ 16 - # 11 BcToT????L@ L@L@L@L@L@L@L@L@L@L@L@L@V@$@BG9cTsLBykcTeR????{Gz?333333??333333?'%"@?B9+cTD3@@??$@f@???V@  L@L@L@L@A????@???L@L@L@L@L@L@L@BcTxT%;k;;ʥ;vSSkF2" x 1" x " [2]%;k;;ʥ;{SSkK2" x 1" x " [2]*;Z;;ݦ;]SSZ-4' x 4' W/ " Dia HS Boltsl.;H;;;q SSHA#End = 2' - 6" Other = 5' - 0"0$;vt;_;;SSvt3" x 3" x " [6]&;`i;c;ͥ;SS`i2" x 2" x " [3]$;s;h;¥;SSs2" x 2" x " [2]%;TQ;;T;SSTQQ 43 #/ft.;ť;;f;SSťO0.809"(;;;;1$$TOWER HEIGHT AT TRUSS ;ʥ;;;SSʥZ0.625";U;|;;tSSUD-1 ;;u;A;SS_x8 @ 2" ;;k;;tSS{m30.5"!;;`;);-jSSb 36" x 2"(;;37;;@$$9 SHEAR (KIPS);؍;,;; 6SS؍.101.09;ۍ;!;秥;=+SSۍ $340.31*;;,;#;L6$$/ TORSION (FT. KIPS)*;;9";#;+$$$ MOMENT (FT. KIPS)';k;\;4ͤ;SSk#4 @ 6" Pitch (GR 60) *;;~;#;$$ DESIGN HEIGHT, Hd (FEET)s);; ;;$$e  LENGTH OF SPAN (FEET)%;쯥;{;E;,쯥=Varies(1'-10" max);y;J`;4;qyd2'-6"!;M;`;};RRdM'e;M;n;};Mr5'-0" ;M;`;w;rM'ePanel !;;`;hͥ;RSd񜥻'e;;n;hͥ;񜥻r5'-0" ;;`;ǥ;r񜥻'ePanel !;;`;#;RTdꥻ'e;;n;#;ꥻr5'-0" ;;`;o;rꥻ'ePanel ";LJ; o;`;^LJos Varies 1'-0"B. cTpM ? x@@h? d?@`@?o@VUUUUY@o@ Ԃ?0@-C6*?@|a6@  ???333333?333333?333333???B3TnDO"AO"AO2AO"A(^@j@^@^@^@^@??L@?? ??;1 ;;G9; G91 ;z;%;;F-l#Gz' !;;; ;SS| 30' - 45';;;;; .'>C T!;ꉥ;t;.;SSꉥٗ 28' - 37'`$;ң;e%;[;- 3Կң'    ;;&; ;\l#G᣻3 ;S; ;;?l#GS w;@;; ;l#G@ !;;&;?#;\l#G3 w;%;+;k;'SS% ALLA;B8;;"<;[--B8,*;B8;;"<;;--B8 *;B8;;"<;o--B8@*;B8;;"<;O--B8 *;B8;;"<;--B8\*;B8;zv;"<;--B8x*;B8;k;"<;Wu--B8(n*;B8;Za;"<;j--B8c*;B8;V;"<;`--B8VY*;B8;7;"<;A--B89*;B8;-;"<;6--B8/*;B8;";"<;I,--B8%*;B8;l;"<;--B8*;;;;!--*#;;;5;o--@ Rev. 10-18-96;;T;I;2D<D< *&;m;:;qƥ;SSmClay w/ "N" = 20 ((;D;D;;aXO<]DIAustin District Standard!;l;_;;[_dO<]Itr#;Xu;zq;:;O<]Xu]v OVERHEAD SIGNL$;l;_;;osO<]ldSUPPORT DETAILS#;Ar;R; ;%]Ar5 COSS & OSB-SZ';7;;;97oFILE: COSOSBSZ-04.DGN?;;(; Ʀ;;14z4z-ESPECIAL ZONE CMS NO ICE (70 MPH) FOR DESIGN HEIGHTS 30.0' AND ABOVE#;)L;/;;7  )L1C TxDOT 2004";CJ; 0;Q;g7hE1ؚUhE1ؚUd3Ϙy!;;H4;;CdAfDā7;;J;\;C)H6Steel for tower pipe shall conform to ASTM A53 Grade B9;;;[m;+9or to ASTM A501. Tower pipe wall thickness shown is the 9;;;Yn;+9minimum allowable. Fabricator may use the wall thickness<;;#;o;.!?shown or pipe of the same diameter with greater wall thickness.;;; ; =;;^;;W/\AAll structural steel shall conform to ASTM A36 except where noted9;;|;k;+9HS 50 which shall be ASTM A441, A572 GR 345 or ASTM A588.r;;r; ;~u ;;;5h; ;.t-3k>All connection bolts shall conform to ASTM A325 or ASTM A449. =;;];蝣;i/`AAll structural steel, connection bolts, nuts and washers shall be5;;pS;H<;i_'nV1galvanized in accordance with the Specifications.w;; I; ;U L <;;>;;J.A@Compensate for truss deflection at free end by offsetting upper 5;;H4;8B;A@'F72and lower bolt holes at truss-to-tower connection.#;6;;ѣ;6GENERAL NOTES:!;;d5;; dBf:;;;;,<Use tower details, truss to tower connection, and foundation4;;;Ħ;&0details, shown on standard drawings OSBT, OSBC, $;;@;&;9>COSSD AND COSSF.;;ܒ;;՞ڕ 8;;z;I֣;s*x8Dimensions and connections, should be determined, using 9;;~;;+:member size or combination of members shown on this sheet.;;s;;v ;;;Pi;;Iu-Nl>Number of high strength bolts required in truss connection or =;;^;;j/aBsplice are indicated in brackets, e.g. [3], after the member size.;;T;;`W 5;;*J;);#V'(M2Design of truss includes 17 #/S.F. for sign panel,9;;?;*;K+B:0 #/Lin. Foot for lights and 100 #/Lin. Foot for walkway, 5;;d5;;]A'b82all placed as specified for the design sign panel.<-;l;ǭ;Y!;3<l"Texas Department of Transportation<(;;A;uۣ;<3y3yAustin District TrafficW';R;Ӟ;yʣ;<3y3yR~Austin District Design<-;:;;t;M;<C;oMMt:;C;A<<-;7;̟;F;߫<?߫7̟>̟F߫?߫