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<br />•..y _J♦ lie I 'i ' ' - 1♦ g/�,,♦ 'loll •, 11 �4 x 4 •
<br />FF t l `�c, x /�� K 14,134 %. i •/tea ,. j .......... ,........, _ ..;
<br />E-n d pig s i-
<br />-- �'.- -, f _., -.t♦- -.�. _,. _ ��� Nut ', F�, y`tt'is�"rerr � i ' � � rl�._..�•�- _ %c`•.�'_ `` _ - __.. __'__�<2
<br />�► y �,• }1,,—�„ . t, , CYC Y[!k w[G 41t V^ V t E4, NEtR NsjY11F-M He
<br />' —PLAN 4 � 4 1/9
<br />""0" 1, I1 r� `• 1 ,stud
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<br />S'S W q► � ^►C r s cl - f"` 3/4. () Y. 2 �: Sf v d ' Qos�r S c1CinCal
<br />- Y- i1J11 i I I _ Col.U�, Min. T. -
<br />- -- (} t �► - "Q� bolt5. 0 x 4 Tube). t"•` , _ - •
<br />-~� p , O 1, —y X 1 1� ,, I i 8 e`� Mtx. 1.15 sircgg�c•�c j,4��:lrs cc�-. r�� �1�mer,t�;
<br />I _... _ _ t��K l /4 / c'� I /� I ( �. ��n i• h �6r Pa y m►a n4 in pc7►r�e1s a►crc�ss Cxpa,n ►tinr, Sots ' a5. s own.;-
<br />y PLAN �..}y! �Q a d ry (/� r
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<br />ELEVATION -- -.- �s bull weld. �,, t t �ta►til A" Typical
<br />METAL BOX SPACER DETAILS P"�.ANI IT
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<br />/'ice i MS r> . 2 G h am• r� IS E ` t 0 N, rr r� ' " ' ''` ---•
<br />41
<br />DETAILB
<br />I • �
<br />SECTION S-St• so
<br />, -.-8--�• s�deMo/� Hof shoeit
<br />•Q mijob-tt.
<br />a
<br />G a SECTION C -C y
<br />2 X9 X 81-1c 9e l er/,9fh _ R Al t.. ` ` L E: VAT' I I' -
<br />' I ! Nit e : ce 'OeC% -
<br />sS ire r-
<br />W"3.5 wire, 9or 1 r
<br />: _ _ _ _ _ x .7 hs r S Scs'o r, ©' ,Z- 8 �----� S e tea, I `�' ► x 4 r
<br />' 2 �$ �hvwn: Matat Seam Rail
<br />Slotted �aS� 3/8` 40 13d11 SiecV�
<br />cscl�uP plate 5tiffe'nc~, eaci, _.._. _._
<br />X S " Min, S i (�'.r U f `W °C.` b. � .-.,' �! t.li �' w C% S �`'l °C.'�Y' l! � f + .. - _ }� c,•,=--•.� I �� .r
<br />a�- rA/� D r;,�er p�sf shoe,. T �. �f a�f
<br />. t i t�'%►�` fit` i �, , ,._,_.. _-__,. _,.�...a,_. _ ��
<br />c�Ctet^ rrri ned- �*,SSvwhvr� .
<br />SHOP FABRICATION C -- .._.0 � close end o
<br />.- „� 3 ELEVA�"1ON
<br />tubes with /1ra 4-.. fg 1301lo w�16 hex
<br />WELDED TUBE SPLICE -. --�
<br />wPLAN C ' out cxrii G�, 8"
<br />Cilc, tw n 5�e;r�. ...
<br />• ee 1 5 1e=C�/cti �rctcC oft tubes
<br />t�ot�5Ll-- _
<br />°' i., J C � Vf Cf+ 5�'1 e. r � ``�•'.♦...,r,,.,w....,+w.., ,, i000I}} �- �x,�"' � � � 7l ,� x ,. "`_ .I.... � , � --- _ __ - _ _ --• _-, �-
<br />+'•' Ctl� �N t • • �� �"J Pcr limit • MR �' �' Z Slrs�f hc^a��
<br />.� � � aS�,Cr �. �„ 3 /2 X3�x� •g � `t'a,ck � �` �G3
<br />v o S/o�`led f/o%s welch nut to PQ 'f t � � Adjust height to provide a t �ot�: l�l, gut mc�y h� 3�/" �2" or mcx}cii c�ect4 •oinf
<br />�+ S•'/ / ! 0 (� — c �.. repic4ced Wt�h d?`t11<:d `�'
<br />P 8 x 8 11 it �. C U�'i/if �monih t res,e�gi i• 14rt �r rpm Cried �- and } q ;
<br />.� o IV „ � y ��� po-0 to. typical N [[ GR hai hl. pp�t� hole in :
<br />DETAIL�C duct Detail .
<br />' a-. 9 s1��ve. Edge of Slc�� `mod hole
<br />I. a (� / ��• / iJ li tl 1116 a = s f -
<br />i or
<br />O 11 to a � ¢ } 1' ] � {�. _ _. t r PLAN
<br />. � � ., U) tj, B S uo e of �'_ ,
<br />.+ a t. t r C Or /'ins' ` form voxoe6l, v
<br />o a n .� f; \ g 9 .. C/ wroopi�cicf with = _...,.,•..4_ •
<br />�+ :, s u ! VO rtc' ,c� - o - S' rdU�IU� o e �117yS / / i/ -- _ _ _ - _ - ,_, 1 r
<br />- - _ P � h. �o oir�9,000e/^ or�y�/o/. - A 1 � :3 evv� F� cr,�c� cif 2"
<br />$4 'i �► a �.S ,2'r,2 X './87J for future Se of 1 t 9 --- �
<br />M � e� f f u l/l/L/TY ,DU r = I �>`� insidt of r�.1
<br />�s , ��� a��f t"o,�/r7s o L`"X�'�1NxIoN do/Nr L
<br />At end o/ tfai/� �.. .
<br />"� �r >> are fv be tied do��. �' I I 9„ w _ tube, bend, thusty 1 - _-. }. eChr i
<br />1 .See De fail QI So
<br />4 .ice r \ e _ „
<br />4, M 1 'A i t i ` Ve�i /0Qs/ 1C/10I d�/ al J0/ I y I J ho ka nqa
<br />a is J }'} \ ,- it IL
<br />r, 4 _ %5' 4x 4 �' ,25 for' cornylets de%i/s -3' 1i2 3'-- ,•
<br />n ariC Far Side.
<br />o �, U Q I nut (rack '
<br />�. ���d to SLEEVE
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<br />'or" /' ,�� ' 3--4
<br />SECTION 1
<br />I u M `�' I " � , h p � � Bolt q/� - ELEVATION ,
<br />a .v o , ,� ,�s.-ods ° -o O _ �ax /� 6 �S ro�/s C'fh�ea�ed #� ` x %' m `'`.' • �' C' �iA I.I. r 1� 1— TUBE
<br />V •., r, 4� c z A . ') ` { ❑ ffhreQ'deo` both er�os> fotol ,� / �• /e . t c, I c♦� SPLICE
<br />q /ih -.4 he �v�s �r.y,-�d - �. ¢ dog e�o�'> fora/, ���>h Jhex METAL BEAM APPROACH
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<br />• Wo'�, 8 x �8� N-.1--i- /IUfS ,Oer /"OG�> 3•� '� ii '� . Narla;a
<br />, - __- t� hosts shall W vertical. F.
<br />IV 14
<br />2 rubinq shall to shop Lent to fit horizontal
<br />% , a �, � . 1 �3-� 9 ���� Posh � ��, , 3 -�- _.---..,2 • � �-- .� r.t» �� _ .._ -,_, _ ,
<br />Acurve
<br />'� _k 4�CorJl�law% - /.� .� —• T a •' '` o� ! , e t Na' h :c^ ► :'.4. 3,� . I ,� when curve radius is loss,than s *' _
<br />., + a a � 3. Tubing shall bQ parallel to vertical al l t9nmont.
<br />�I, -, g �► T ubing shall bo continuous over not lass than 3
<br />0 0` .- t� � . - • e F �1 Ole,,e.nd Post interriediato posts, with a► mini►ruta length of 3
<br />c a 44 c� � � � `yl �r" '� � �'' ( `Op ,3 X '�XO-8' .�t'as��r .�.. iS�CP� panels- except sat noted,
<br />r,ee H /i , �� `4 ' _ , -}} s• No more than one tuts apl,ico per panel is. t
<br />w � • v c sr �O Ttf ,'� .�' �' permitted,* e O p except asr noted.
<br />o v 13 fe 1r \ ,�" _ , d 'Zook df/a -hi,, 1 /4 ► N S 1 ,.
<br />b + t .' u >> \` _ ,, t a „ , .. . pace goats to provide 1 »b° snit, cleat between
<br />y 0 _ _ �\ �� ��' 4etdi/ D, . 3'�� node o�ove �'° eell !l%shdvs 2 ,f b o 1 t 5 w i t' h joints;
<br />_ _ 6 ' ---__ 'L ax�anaion ja nta and of po1�t.
<br />---> '' / , heX nu+s. 7. Rail joints in top a,n bottom tubes at deck expri>! .»
<br />' .c, �O.X /-'6' // . roels ,�l'•`hl-eaded hofh e/1� lion Joint* shall �r v
<br />yv 9 U �' - — — r ¢ --� `Cal each ' \# #¢ �/8 6 j p o .cter allawanca for c ove„a�rnal
<br />ri'i =n M �, .. v f o/%J S 14, `°• - - t / equal to width of dock
<br />' �s v `h ,y S/of for �, #,,e �° s �o n _ o a/ 2 (��vr�h S; her %Iu>s ,off/' rod Dint with corresponding
<br />a 01a " BO/f�4f 9' y increase in length of sleeve.
<br />_ , { 5 .- 8. Railing on bridge wingwalls to be placed aftox
<br />4s X walls at* backfillod. ;
<br />,� .o o va,�ust/ne�f � ,l/-�' /1y" 'ro�s(fhreerd��/ 60�� ert�s� Gl/i�I�,WI,�'// ¢ ;° �_._. � �t�" stud ,y t �, `
<br />M faf�i/(;Yllhtt -: "a1�t rilrtaht�ri b,crarqucV +c 1�5 a+�7s�
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<br />117.c i�atC� +` t�t,I,G.�Z♦.•.uf �Na,�n�rs 3/e situ 1 nuts aha>�l wi�'vno t9hrr`.r-
<br />w M ° .' he)( riu/s ,Der" rod',)
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<br />/� �+ y,X r�u+to Q.�1noh�►r bAlt nui�r shall be, srrr�►not� i �ghl�o e.a .aSECTION B"B RAIL POST DETALSSIDEWALK,
<br />{A� ♦ t 11. arl•l,ce rL�tGQutiitarIrbtstiioza:
<br />4J $ _ - 1 r r __ � S I D � WF-1 � � � �� W I N C WA L L , . �.. ! . r � � � . ,�� �t��.�� 1�,� ,�� d,41 ��,�' � � " �,� �n�a � � p�� � x.�
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<br />k N E • _ .. ill rr _ qa►tio�r dated 194, 19rt att1►'»
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<br />_tit~` ETAIL >r3. ` Garaiyn heiyh of pail is based on futut�r ovitiY
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<br />QOAN,' -
<br />.1.... POST M11.y
<br />MPHTUBE BRIDGE -RA
<br />S 01J9 i I.IN T"YP I la
<br />.t,,•, -.- $�.Ii I�iK[P 71t�1 tiftt 8 Ifl 1/Y/ Dl.��/ /�L
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<br />I 2'10~ ISMS 3eefion
<br />nn<�i be cut Vr roan g �2•• �• _ �,tis
<br />c0terricWtvta, term. --a - - --
<br />in<Al • section or
<br />fabricated . •-- - � .
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<br />M101 Pmq�m)
<br />DETAIL IIC11
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<br />STATE NO. 29C-200
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