|
sl
<br />s t".
<br />[ 3/$/• gUtt �•• t x A '����� OIST. COYNI1 ROUTL POSt NIIES--f01AL POMJEtT �
<br />lloo-
<br />3/a' it0d1f ' 2," (4 x 44 Tube) �.._. .._
<br />13f4 Y.%d} x C)1 3�,1 1 E.nct Po sir
<br />N`:K Nu} t�. WC�S7"1<°.'C` I 4. � �L,� (Vc. vte• _ ' ' _ • _ __...._ -- �Ec slf it . � ( ['. nEIa+IVMIIt� ,
<br />N._
<br />ate Ailva l/
<br />f 3/g 4 x t /Z Stud
<br />� T S 6 2 x 2 x .11 N
<br />t �. �'nSt
<br />Zoo Stud
<br />f , l I I l7blt5.(4)4 4 Tubc). �` 8►` _4'" MaX.
<br />U5� s�r�gger�c& 3o» :fS its- raii elemlents
<br />13/ x % x c�,._;3�4u ! - I l.�,r� �%, �C�� �u rr,�rti4 in panels acrOS-5 laKIP tir,5lor, 3t7int as shown.
<br />4 4 •� _--- -- �- ,.�- _ PLAN
<br />1Q V1iC1� St1 Cr _ m 4•
<br />y
<br />Futt pe��, trc�4ir�n 6to Cy,C i�y'?;Cat- i"Jefait `'A" Ty�oiCa�
<br />buE' wei� F3G f Ic
<br />� V. ,, PLAN W-1 [o•..i_
<br />— —
<br />SECTION "B"
<br />�i`�Top �� deckDETAIL
<br />SECTION S S, .�'• 0 �' �' r y� q� Z 1.1,,E
<br />r �• • ( Yo it . t r1.
<br />i't'trCa+ec� h fh In =� k
<br />1ec 1rxp..it.
<br />y
<br />000
<br />min ,
<br />7
<br />• SECTION C • C ,�` __ __ _ i _ ut w sftrs ,�---
<br />J,0000lI RAIL ELEVATION
<br />W ,).3 wl r t lroi. ____ Q �� "No X 41/�"
<br />�r Catt4 Vt'S �fS e°e' 0(att�1l G 3 t
<br />_ ... .. , Thin Sic ��qt ( 510tived bola
<br />till `� *3howT1. t-! �. lvScl'g1 t3eom Rpit-
<br />C'��.tc:��u;� S+I�fll,'s :r .yaL� ,�. t" c�c�a c�i �,I �-�,` - I(I :
<br />4 t t1 t'c� awl i 1 C�Ci1 g� °<.' r - - __-
<br />tl*�, 1 tii►r� 5 �f N . 1`� c tip ,��,w N �; �'�j - __ TICYIb�Ir pnsf shown. Type of p s Jam, --
<br />_- _ =�
<br />._..,....�.N P (d,- _ �—. (; ._ — ....�.__ N n u -- • --►ti. _ - -Close end o f ELEVATI0N
<br />S O F'ABRICATION�' i , �, tube's with 3%;G � .. G 3/�` (b 3010 wick hex
<br />S 4 t F? �NCti �: c� h � � r� r•
<br />WELDED' TUBE SPLICE -___ / s �, % y ` t , cut �ri� �.nc� 8
<br />U ► L C � r C,4t rr, �? d5 n _ /2• t� x3/ Q-8 �2 PLAN
<br />_� r�e`3�.w w1r ,r1 �1 ,/ t �taev� `` frac orr tube `
<br />,. - - t'�oli• d►tc�t �' /' � _ �
<br />1 �M V E Y T IO 1 k 4'
<br />N 104ad bola
<br />- ! _ h — PQ limits M�CaR
<br />�.la� �rl ct�1��:r• ,c (, .� : 0&�0N=-WAL - 9•---...s-- - a...t Noi,t: s/$r. riut mca Fjc, 3j I
<br />�• r �o` 0 . fr c� I . ....�.... �1.-
<br />�`
<br />,•,� `! 3 /2' Cx�c�, decl� o I of
<br />,1111 Ad•usi hel hf to �ovAe C% 1 .S
<br />i nu4 to .� .1 c� y q P _ or m _
<br />t't,(31GCed With dl�Illed "'
<br />0 c'� . srncx�th trat,sitinc, from end '• - '� and taPte�d hole In 9�e tJo�� �1 I
<br />I! II `3IC')ttc�,cS--- ! 5��. `` pC�s!• t17 tiyplcal M3GR ho19hir. - - - -- - - __ 51C:evc. Edgt of Sloftii hots
<br />TAIL X -
<br />zs
<br />PLAN
<br />' �► �M, � /-'� _ � 1 � 1�1 to X I ��• � � �� ; � -- '__ - - -- - - - - -' Y,
<br />—via—
<br />Peeve faro m d 4 2"
<br />-- - - - --- — 3 e o 8
<br />Cuf -
<br />-
<br />-,�-� --- for slidingfit -�-•..�..�- �r/ u � hole
<br />- E inside, of rwI near 8+d
<br />•� � TS 2 a Z .tt315 L, j Min.
<br />w '\ 2 'r� �" ...i _ • `(� ti•�t�' i ..0 I��,11�,,,�
<br />x-•� - - - - ' "� 3` '' tCA nut ck
<br />_ f — SLEEVE
<br />CD C1 wed to
<br />I
<br />i•
<br />� .I Q ---- ;, ` 1 I Fy--� =� E.�f• x 14 x SECTION ELEVATION IS ,�,�x � minx � .� s sever I� I�
<br />. 1 1 DETAIL A TUBE SPLICE
<br />- _�-,� �r f " -_ - = "'' °' '� v METAL BEAM APPROACHpal 90 " . , .. .. ,, a
<br />h 2=cA"��C4/11��I13 -s. s - = P� " I `•� �; -J x: A NO'I'L
<br />1{
<br />Posts sha11 be vertical. ' {`
<br />Q1� . - `� ' s` p "� •� .' I'' is NS Ft dS (,thr�ud�d J ." { _... O. _ .- _ by.� a it �+ + to fit horizontal vuXycr
<br />` ;� 2 Tobin; sha 1" , }` , r
<br />GJ--- -' • I ,, / Q . �'t1d ► t�f t , ( its, )�'hlx �NcS3t r3 3/ . �,. a. �.. _. wh r c:ulcv�6 root �u" is 1ca�Is Y,than 1330!. '
<br />- 1 t �. 'i' 3. Tlubiny shall Le p,_�r 111e1 to vertical ittgnmant.�z
<br />„¢ flats per rod}. _ - r• _ 4, rubin! shall I- `ont in.i _is over n
<br />�p 2-4 (�o/v C'o�o�a�f �T',�7 - +s 3� .. r `. �' .Q��S► 3 0 0 of loss than 3
<br />.�._. [ 3% K, '� ? ` n i3A5 intermediate pasts, with,a ointinwn lanyth of 3 F�
<br />t NY _ r ,... Y "' _. , . ,,1+�' Wtl�Sh>r, panels, exc�pC a. noted.'E E
<br />• '' „_ C�. �N�'��`S " � •� .� � �" - �.`". , ' �. N� r�r�r than once +�ubc>� apl�co p�a�' p�ir�o
<br />!. - _ _ele:. __,- .�. _ � 3 'p�zm ,ttad, �c"P d
<br />' �c'Parpp6f �� I (3 E�,,� j fed N g. space posti top 44id4 1''-6'` ail, alaa'i bat r+aenI^d
<br />Q
<br />/. (� -_-T_ "1`,� ►► �C�,, ;Z%2 LO�°' '�1/,Z' bolts wiE� expansion joints and, r of post
<br />.corGot L//JP �91 �� CV� •• 4 , , dl� r, �(�, '.- - .• -i_- %�X .1�U �. 7, Raiff joint: in top bottom kubear at dock exp�n-
<br />t, siori joints shall"_1*64ide allowancefor° movomont !�
<br />See 7'h�ck s/c,6��..� -- equal- wi,d dak, joint epondinc '
<br />__... + r ?� to th at int with corral
<br />Rai/ Paoli setoff/s \—;# d it ., .!._� __ -- -- �,► ` " : ins if ell sQ in tongth o>tt atedwe
<br />9. ge irs ally
<br />tt4111on �on 1trid �r �,► to k� pt "Od att#r -
<br />141` for 1 wa l l ar�1' back Ei led . W j
<br />alBfo%/-I _6 I halt dia * f vartica,l a x ► `G HS rods Ohrco,�3r1� g 3I4u stud bolt nuts shall be torqued to 175 'f ibs, , !-
<br />r
<br />' - � �adjus4mclnf. � --► both ends) totc,i � (wlth 4 hex S10it(�_c� h171c5 ttl M.t3,C�.F7. Cuf V�la,sh�c-s 3/8 stud bolt nuts shall be wrench tight. +r ,
<br />« 1 10. Anchor bolt nuts shall'be wrench tight. "'
<br />)r¢ � N5 r• o►t with. Hex nuts 1 12, c3alvanire tail asaernDly �ftQr fabrication.
<br />IM9,011rM40 SPA/,G POST' 4` vr'/4WML /t D4%4/G �+ pp Q nuts ko er r ad,. _
<br />I SECTION Bill
<br />12. Designed AID dated }_
<br />RAIL POST D'TAILS_,,.. If I' ,a n,: ate lg?3 and Int�ri� S,c
<br />D E TEA I �.. r ' Quo t9�►a' n7_
<br />13. Design height of rail is based on a future ov*rfay
<br />I 1 13v C hE'ckrr , l THICK A
<br />II 1 I i t I I 11 I I i 1 1 I 1 1 1 1 11J i I 111, 111111111� 11 1 1 111 1 II,I oil 11 Ii II 1111I I ill, IIII III 11III I MII lll I II II1 11111 1 11,11 11 I k I I I II III I II, I II • s t�_
<br />, •_ c] 1� l 1 •I
<br />'•, « Y
<br />o� 3 4z4he1� maxirtrum«
<br />DESIGN ( _ ' 1 tG ..t' j- _ -_ _.mm ._ _- �_
<br />,.x'F �y �•*''''^'� ��/� (`/( �J�-,�_Y.,�.._ ; f' -_
<br />».ay.
<br />Uy
<br />Check
<br />DE TAILS POST MILS
<br />a w r3y Checked_ ....._ _ ,+ PiZ¢��ii� ?� »ya,� ..W?" '. . ".. _ �`�, � �, ' �r ,.' T� I-
<br />QUANiItIES _ METTAL T !I"I►' BR'-yo(;e
<br />RA L"��f7V E I
<br />f c < Shea
<br />014101t4AL SCALE IN INIIII - u,--^ �- cu° r ., - /�/� .s / �» _ _ ± -
<br />T V
<br />F'4A R19QUC90 PLANS
<br />- I „,.� _ r~I 11 L•' p e.'A1 w .r11 un . 1 .� e[ II 1 III f I I II .� _ !r - _ d a. •d. 1 si - _ ,
<br />I 11 r I 1 1 i m u M 1 1
<br />v,� i 1 - • -. - v u ¢ - !', � ` \. t -1& .s '* - ,a a Ma'"�,`y = e� „� *,^,� • .�':' t ' . L � ' .t'" +��-_ x
<br />DRAWN 8Y -OTC P J CTENGINEER A �-; RQ E 0 TE , CNtCKED OAT SUBMITTED DATE APPROVA _ f , y r�'.
<br />t t, . •�� - _-_. r—.. e � •__ ' .+; 1� � a ' �°`.d� a Z - x ,:}-�5, . ' a'r'c: �'; !� r ✓a� —_'� ----=-rt-__. -- -... '�- �.
<br />COUNTY' 0 j{F.�.!! ,A N J A E� I N A I.00 � � : � {� ,yK���a� �//yy�• � � � gr� c_ x (�y +. _
<br />/o ` , d 4 [ :k -!.:,..- - t s s . s.. Im.-+-�,r.,- 4 4'' �-•- _ _ . e.-_ ea _' - — -- - -
<br />(//�/,yam , //aI .qy �, 83- . _ . J{, , --' .. /.{y1
<br />�rl I �J _ - _ r `�t �,* ''h' ..."•, 's . r Y , 1' 1• t , s t„ i• , t !.- •.r eve �"'' �'r P C F _ "*{ +r+!.i {`. _C'il.._._ V ,I '
<br />4 ..3'v • _ /�/J`////J '.c' e' i' r't'^ ^«b 'b ' ""' .t'''kc :' •'.aE a y :
<br />.„,,,� R I G/ . 1 `� _ ',.; „, # a e•, • a:. . � -�. _ �� % � �F z y �x.. w ,J _
<br />;l�+ - r � _ .•r ., � '. i. .. s.� a.,F tf f�k3i6 �f�.l�1I i_rr� :l rr !• ` e , e e t
<br />- oii�,1'.',e -t .kt• �+ 4� '.S} -�1 n t '8 'X�-jY K,� d�
<br />.3 '+ i T 'i" +;4, °'.t"' • f (
<br />N E No
<br />•k� m A � I
<br />'' ' � u d. y -.• -
<br />ti' � .En
<br />'L X
<br />f' # Ft a�
<br />, 'a F k '`•
<br />°
<br />�= •� `
<br />r i ffi
<br />r G' Ya 1[ a aF. ` N • i .k• f
<br />r' a ,�' � a
<br />P
<br />r�/'��,%''s �, 3,"�;al.' 4" _
<br />�•' fir{ a r 3. y 7 ` a f r„1 a• •. ;gyp
<br />h'ta �,.- _ , % ,. ♦ t � � +� 1� ��. , ♦ ,�r `zr Y` ai' M `��_ A- • � _ ..� 3'
<br />T F" •a'Y' �, , I I' r 1, t .� , x T" �i rfi I ra - I• r e=
<br />_ ut•
<br />'i
<br />a4
<br />L7 low
<br />a _ y %F Yt rr' ' s v�
<br />ci a 3
<br />' a
<br />f 4
<br />J, s .y `T t x
<br />.,
<br />M'
<br />t a zn, •try 'i X
<br />xr
<br />iC `�. L" a 's � t( .. .i
<br />• 4 _ V 1 a g k
<br />r Y^�' rt
<br />y a �'
<br />_t
<br />,r
<br />N 6� ,y ! t
<br />i�
<br />1 •-Y •Q � •L
<br />2'.0" eves
<br />mC�y bill cui' Irons
<br />ait�rnestivy term- � -
<br />inal g4ct iglu 4r '
<br />fabricated. �---
<br />C� f
<br />M a! 9ev,m
<br />CA1 l-•00F - -------...---odil ---- -- - ......
<br />DETAIL IICII
<br />4i 4—
<br />PLII
<br />„, t/ *
<br />.0 als-
<br />0 1 i
<br />roll
<br />Eod Post 11 to
<br />�. - -- ELEVATION.
<br />21, O'l V0 n it, 4•
<br />..,� _ METAL, BOX, SPACER DETAILS
<br />� c. C� to L. ( Yy p
<br />i iq1 11
<br />
|