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<br />44
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<br />�30
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<br />G, H N
<br />a
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<br />rx
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<br />,4
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<br />x 4 i2., 3 3, „ 2 „ 4,� 8 .,Min . S F3 a ck u p t�. '��� �, x I " m i r) . _ _ _ ___ -- l4 - --- T r c %� f t c 5 + d e. -T 5 14 x <4, `c n • 5 - --
<br />Slotted Hole - ---- F_d9e of Slot+ed hole - - - -- - - .
<br />t►ght fit.
<br />hole new
<br />,
<br />l Ti mbar Jfl3 sbaw
<br />ELEVATION------�_------` - -- Tjpe ai po5f d �el'r,nir�°C -- -- - -- -------- -- _-
<br />��� hole near S«3ia. (+O o� - ®-.4 .9 ®' o {� .9
<br />�8 t WS f3olt with SLEEVE S -- .. --- - ---
<br />ex head, Gut and pocadw ay f a .e a ,r C 1 IOI� �/g'• b Notes --- W - �. �r�<� Pnsi• �,,. ,Osf
<br />Iock washer,. 0� tub Goo — ►-
<br />_ E.,L F-.�,/"A\T InNJ _�� � EE_ C T 1 C> N
<br />i' --.. - ___...,..........
<br />,�--- --- ----1 for 51sdinq fl+ rn5id� of SHOP FABRICATION "MELDED TUBE SPLICE '�C"
<br />r u i I tube ,)end' thusly
<br />Node. S/g nut' ,�N 8 Min. nut (Tack weld to sleeve) -' Mefo,t r;5eam Rail-
<br />rnca be replaced, Sl��v� 8 t
<br />y w End t°o5t 1 _0", T rccs,% 1
<br />with drilled cr nd � �' 3 !/� �'4r";�i©.,1 `� �
<br />tapped
<br />. � 1n5� cn� o � -
<br />or match deck 'oint
<br />Sleeve. ._ it ccb �.s *Ire i t i1
<br />_ -- --,I�G i 1 8'-t�" McxX . C�� Spty,ctr�t
<br />See Note 1
<br />PLAN ' _ . .... _ PLANPLAN ...
<br />Iy1C}0x I �t rr1 1 Rv,rl i ..- 1 "©N . 1 _©,, •. ' <�" ���� SCCi'tt')r`�
<br />11 it
<br />DlS/, COUNTY
<br />ROUtff
<br />nST 1111IL i-TOT L MACT
<br />Opt"
<br />t°i"`
<br />.. T•--
<br />--
<br />- r
<br />-1__��
<br />u
<br />D E TA I L A T U U _n S V L IU 11 11 Cf+y cap r rY,
<br />_..w. , . DE TA I L C
<br />cxl�e.rc�t�xt�v�. terrrinC�,S
<br />2 ,0i refs in one rJo+nC► s+c�,ggered as
<br />• - w 5t�c}ioc1 4r rrc�►br+ccx�ed. 5h4wr1 ��rc��itted only at cS�.cl� ;9xpv,rlsigcl
<br />� @ G.` Tofat 5 ,. H.5 F?r�cSs thr-�adec �V '` �'��.'� lorxy l.irx���'S•N1f�3GR �•.: engib Val- �ayrnent Le,n _�h for t�aym�r-�4 „
<br />��r Pc�5 . -- . u Stud b01 i°s - (,Tyne 1�':�) Q Tye. ,
<br />0 -13�4 Adjus height to provide 6„ �� - — - - - S e;C Note S
<br />}-, a smooth transition from pared 4
<br />_ 1N� t I f? e • n , ' � ., '`� W t�► 5 �... r �•-- y,i►Z� End l©c� s 1'
<br />cv I t pot to typical M-9).'G R. he ►ght.) 'A' Ty p i �c c \�
<br />2- Min. ,,� 13C
<br />1. o c1� -✓i t Coo 5 T `' �X x . - . —1 _------ ---- --- -- - - --
<br />�' -_
<br />3,-G„
<br />.s. moods t C� �-c�,1 2. a•I.. �- + ��1 �N �! _ s - 5 3 lZf 9
<br />-
<br />h r
<br />f Lack WosVic-cs
<br />length 5ce uof�`i3'. 1► --5lotte,d inc�l.
<br />M �
<br />octcls
<br />�., Artt1, ��e.iv,1n --'c�� rec�
<br />•,. - _�, SECTION I l °� G Min.
<br />Note C3 ---- - 3 `
<br />„ n �' + •�' � � ; � . 1 � �
<br />1 ;q Y T0p Rc�,c15 o,,nld 1 b of tnrr� WCtishCr s • .. , '
<br />L �1 i'�l+
<br />2 2 `
<br />y a v
<br />40
<br />Shp r--, , r , Ei�i'ION
<br />ION
<br />a
<br />�, .� oMCCT
<br />� -�- DETAIL `�rA I L. 11 i i ,� .�,.ELEVATION.......� Note:
<br />RAIL ELEVATION
<br />• � FETAL EAI� APPr�OACI��
<br />��'� RAIL POST ON WALL ', � M ,�,,.
<br />� 2 a �- 2 y �......y. __ w 3.5 w►rP for -- --- ,
<br />,
<br />a, .� :M_..e.i
<br />- I � � o . _._.. ----�. .�..�. ._.,.----�- t11
<br />, � Thin � I �b �•, a t fo x �. x ' 4 '�✓" , ,� x 1, q Q. ,
<br />' �� �... 51c��tt�c5 ho�5. shown. y - Metal i�Ux Spec
<br />+ +ra . _ = o u G r c o r g r .: \ � ,'# `3 g u r` 1< o r r n , . 5 •I d 4,q o f web. - --. �.,� c a � `N o► 11 1 t' ..
<br />o 14
<br />—� ,,.
<br />I _Cq
<br />.44 �' -
<br />/� _ 1p
<br />� -gip •v Lock
<br />� w v �� - � � , {`,� , _ �_/ ��K � �•� ,ti CtiS� „r 5
<br />to v i x q i - : - _� _�
<br />a U C '�' �`� W x C) = w Vq x 31
<br />to P4 Ri it [ ? C7 'r r q w — r/
<br />o ..1�'� i t`�' I% " X 2.' c7' N.S. Pc�iS t!'1C`eChdec3 ,
<br />P4 3 v w. ,. 4 - w�1 nut to t ,
<br />04 � o � I � ) � ho�h t:nds) tot(Zil 2 (wsth 3 htx. nuts � + u• _ +� �. - 34,.
<br />�, ,a N S
<br />rock) •
<br />Pao a= , N - "M '� 1'�G' H.S. rods 1.c C S Wr_\Sh�r� " ' '•c, tN ho,r +n tjolt5 with
<br />� r.to .k © v _ 'hr c de. b�4h �r,cj tit. ' Cu'� `rnla�h r l f, '�'. f�. Ca /
<br />�+ v _ W 3. wire 3" itch ar4v►nc�.'� c+ r - with TeX ��u'S�,t 1"`ta�• f'�c"�: �}'- y-'
<br />ft u ro �o u, rz ' ' ( A } 1 x r� u " 5 . 11 11
<br />4 , . .�.._. DETAIL �t D ETA I L
<br />- '
<br />..`:
<br />I _.► �•�, _ �9 »
<br />in u A .� r Vhi ''�t?'•' I 1. Post s sl3a 11 L�� vent i�•,+ i .
<br />!i 1
<br />2. tubing shah Le shop t rt nt to fit horizontal curve
<br />•� 14 to C La z �e� N� _ __- i i -y. -- ,�•.,, �„ �:Ui,t ` _ ,,�.1 ri curve r dius is less than 9 O'
<br />�a o �, .a a 4z4felt (�icj, } �r- ,+ , - , Y t`rl.iny .•shaII be parallel to vertical aLi,_3nrnes;t .
<br />U U ,e ro �' N l + % -{� �{ 5. rods (threc\c tcS - - - I'3abiny shall le continuous over not less than
<br />' intermediate posts, with a minimum len th,of 3
<br />o,t v 510f for k�c� h nos) t©ttal ' with Q hex. nv,� s _ �` xBRh f w¢:►5h(t1'S o — -`—� panels except as noted.
<br />5 s ro o W verticcxi a,dju5imenf Tyr ~od.) - 1 t �r " x 1'• %" M 5. C �5 thr"ecxc3 c ` � . � •�. * � � � 8 I � � 4 V r � o � do more than one tube splice per panel is
<br />O 1� 0 I✓ R! tT + ` �v
<br />WMPpoxmit.ied ex ,apt as noted.
<br />a^► d►} tot1 (with hex nub,• p p. I
<br />�, SECTION A ., vert�c<�� �� �►sf�,�r,1� � �. ..t ��
<br />� � •� � I�Ol� l`�iC,ti. � � � ace sEs 't` rovide 1 ' -h " min clear between
<br />0 v, w s �-� het' T'c�c - TyQ+Cv,� expansion jbirits 'and 4, of post.
<br />- 1
<br />V
<br />aA RAIL POST DETAILS —THIN SLAB 7. Rai joints in top and bottom tuba at deck expan- 1
<br />SECTION �, sion joints shall provide allowance for movement
<br />.� iICK SLAB
<br />"'� (� (�'� `�'/� '�'` _ SECTION e��ual to width of neck taint with corresponding
<br />o '° ., °®. �° .°� l I L O D E 1 A I L. +rJ �,.. ,. �' increase to length of sleeve.
<br />I
<br />w cn � w a .. .,._
<br />8. Railing on bridge winywalls to be placed after are
<br />-A 41 ®� I 9. Studsbolt nutsfshall•t�• torqued to 175 ft lts, {
<br />n-
<br />o x- _ 10. Anchor Dolt nuts shall 4 wrench tight.
<br />�w o'�`n ESSI 11. Galvanize rail assemi-ly after fabrication.
<br />N dJ O I~ r4
<br />aae 4 -,4 � ` ,��'91 12. Designed by AASH,r4 dated 1973 and interim Specifi-
<br />�, ®"° �'° -• R�,0 R D
<br />RMVI , � �``r � `�� �2� cations dated 197.1, 1975 and 1976.
<br />y tar-+ 13. Design height of rail is bas4d on a future overlay 3
<br />EE z of 3 inches maximum.
<br />NoChanges
<br />Any
<br />Person it Ii r i 5 d `i
<br />Ail lnforcnati(�n By Ii)spec� fig Tfit $ilia t ►IML
<br />
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