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I",r.. • 4 % �� ' % Troiitc side 7 S 4 - 4 Q 25 _ -
<br />c •i 6 Min 1 S� - 9aCkup ii, j�I (. x t" mlf►. ` sear rovrr lout[ rwt .,I tt . u raaacT ••
<br />Slotted Hole _ Edcje u} slotted hole �'"' +� -
<br />- - I 1 t,ghf f It. 41 - -- -- r
<br />-- - - 5.e=ve 2 4 hole rear I Tlmaer post Showt� of 4'4 d''
<br />ELEVATION °nd idyr S,dl. ___-- ��a_ Tjil os post daterrn ed
<br />u.
<br />o hole neur sidle �- -- e+sewherc.%4_MIn
<br />�-. Hs Calt w.th SLEEVE S - •
<br />Hls. head, cut and t'r'oGdwa� Foie - ye SECTION S -S ,e.♦ Holies 'k. End Peet 1.. __ - --'c Post .
<br />ock washer; •-} t,.L-e - E-I-EV^,T1CNJ _ - 2 ? I- Q T 1. N
<br />eeveforC
<br />n -.b cf
<br />for b, ding fit n.3,de of -WELDED FABRICATION. TUBE SPLICE see 'Datnll •c•� er^ETAI, L
<br />=r: _
<br />rail tube , bend thusly
<br />Note 3/a- nut I 4'a ,gut Tack weld to sleeve) / —
<br />9 M,n jlcevc I MCtal slam ----
<br />may be replaced tl I�2" End Pr,St` 1 n T'IP�ea1
<br />with dolled and Close end of /
<br />tapped hole ,n (j2• or match deck �o,nt tubes witi� 0/` A• G'0" MIn.
<br />sleeve — _ ___ _ ✓ 5-0" MOA Post S�acln�
<br />5 ee Note l . i -
<br />PLAN PLAN PLAN
<br />Metal 7tum Rall I' O•! l' -O'= 2-0*at-4 *action
<br />DETAIL "A" TUBE SPLICEDETAIL tlCtl ma,y ba rut from
<br />alfernat,ve tarminpll
<br />Section or fabrtCatl,d. `L Jolnta m one (Janet staggar¢,d as
<br />Shown permltttd only at deck expansion
<br />s4 � G Tc,tal S s �2 Pn } pan 4h 'For Po, onGnt Len }h Sox- Pq n�Cn4 (Ty It Joints —
<br />H S RC)6% threadia 4 y L,mI s-MFX.R --�-- -- - -Y
<br />per port 3.. _ u both ends, total 2 �Stuul Jo'.ty �— ( PC 115) 1-0 Typ
<br />Set headsolte "15 \ 134 `;4 ' O"I5/4 gi�ust he,qht to provide S \ Sect Note 4 6 S
<br />nF y washer a smooth tronsit on from a f- 4
<br />,/t -rte End Post -- -
<br />post to typtcol ►t�G R height I I I'C '] C Oetatl 'A Typical
<br />6ir
<br />[.� oetall "L" 1'1 ---
<br />He.a Nut 1
<br />Lock rJ 4- Post I �} T S 4 - 4 x .45 a
<br />Washers J, �t
<br />(' R • J' G "
<br />Q --
<br />Culf Wotlhars � 7F
<br />HS Rods totp', 2 n i!(' L .+9 Ras -3.
<br />G /sthrCOdGs Full Luah Wd,sher5 ienqth see xlnte'Pj 5,otted hole 9•-Cx-_,� Natal Cor Tqh of der -k ' '- " In P
<br />l CCt�C4ratip� TION M'�' �poccra Jpint.
<br />Note•IF _� i bl.A++ weld. SEC ' -
<br />I %4 ♦Top Rode and Rt" 0 bottom R WaSners
<br />ods when "A" ' 4'/i PLAN 3 -lv
<br />. s `5�`O a ^1 < t- j -:%k
<br />YD o Rods
<br />he. r, �n,'" ° :o' SECTION 9cilt ��'a * %a o o I1 11 SEC ION ELEVATION
<br />DETAIL Note: r
<br />RAIL POST ON WALL tea 4 z'%' METAL BEAM APPROACH w3.5 wire for RAIL ELEVATION
<br />Thin Slab not 6 • 4 • �1 M n I. 0..
<br />9' 1 %". ■ I a/1` �• 3i1 • �jt! shown. I�� " Metol DoE Spaces
<br />5lotted holes Stiffener cosh ac End Pest t
<br />4 A Sgwre wt cr gr.r,d w" `Iv Sgvare Cut or 9, ,nd sale of wab ----- Cut Washar
<br />z \
<br />T5 4 •4 - 25 N\7 S 4 4 25
<br />t C C I i4 R Washer -Lock
<br />s � I'• �
<br />_i wast ors
<br />x I-DCtc
<br />4
<br />w e • = 0 X L- wb 31 e.tv�een holt! [ 2% y T
<br />- slotted holes „ I B,. --
<br />a , I %4" 9 ■ 1' C1 M.S rads (threaded o 0 petok11 • 15" {/` R 3y2 x �0 6 (Tach s ` washers
<br />c / both ends) totul 2 (with 3 hex nuts v �' wild nut to tom) ). / s
<br />N p_r tod) - d 0 Ye ♦ . l -(: H5 rods Lock Warners (/ boltsis NW+th
<br />0 v G - o 3" (thrtaoed both ends) at 2 Cut Washer - %A M G R c!% e I hex nutr
<br />' N 1 �(wlth S hex nuts per rod 4-
<br />3 5 -re • 3 Pitch around bolts. _ "T11 d'a * IG `� HS (Soler with
<br />N N
<br />DETAIL ttXtt "" n f' DETAIL "Zit
<br />C
<br />HJ�l Q Wash cr , Nu•tYs:
<br />rn _ 0 i r I1 QC
<br />'holt I),a */,c; 1. v •r. •h.11 be vertical.
<br />2. TaLt ny •hall De shop tent to tit horteental curve
<br />® Z \`'� N I - — '�'• /Z C:OpC iTy�) wMn cur,. radium to lora than 1S0'.
<br />D N Hrilt 0 ♦ \� /JA l Q J. Llltny •nalI be parallel to vert deal allynar,t.
<br />N It.► `1"Q rods (threaded \ a. Tams shall b continuous over nor 1. •o tn.n 1
<br />_ - .,,terrdrato post o, with a •lnis,w length of f
<br />Fn 9to}t s'.
<br />104 for CrtdS) tot9. (with 4 he), nuts j�= •n' 8' Warh Cfa O o panel* except as noted.
<br />vertCal ad stmen} — �' pier rod) t7 N 7/ ' NO END t• than one tube epltce per panel is
<br />J" Slot for &BIRI �•♦ I'•(. HS rO�r (threwded pereit ted, except as noted.
<br />SECTION A -A Vertical adSustm/nt both ands) total 2 (with 4 hex nu}r space poets to provide 1•-e- sin clear bstween
<br />(Jolt 'Dio, * %G _ Per rr)de.Mnoton )EI and
<br />QROFESS��N RAIL POST DETAILS -THIN SLAB pry of peed
<br />]. Rail )olnt• in top end trttow tube• at deck a.pon-
<br />v �O q� SECTION B -B RAIL POST DETAILS- THICK SLAB SECTION C - C .ion ,eanta shall evade alle•anee for ---.t
<br />!. equal to width of deck 'sant ith corresponding
<br />D q, , M to S. nallinE.Elren !ridge livor[ sleeve.
<br />-!c gwall■ to he plaee� •oder
<br />a
<br />C-3 Studsbolt nutsf snail a torgwd t• LIPS tt lb..
<br />nchor
<br />11
<br />h tight,
<br />LU W 21258 m Il. 4•Ivanis.lrsil zesembly�thrn fabrication.
<br />No: g � lie Des141 Dy MSNTO detN lg7! and lntogL Sp.cll/-
<br />c•tiono d. Coed 1174, 4175 and 1174.
<br />X U . Deelgn h•lght of rail is booed so a [store owrl•y
<br />eS on 9/3a , , saki U
<br />�` ` State O/ DIVISION OF STRUCTURES tu." t No _
<br />DESIGN PL ErtQt Tr i'a ,,. w 431Stwi, ._
<br />FBF CAL,�i%n'khr),Wyn, "�•ttw 13�swo(' CALIFORNIA DESIGN SECTION �U1e _
<br />DE [alas
<br />Ut - — - NNNr f Of "WSPORTATION 770',E' METAL TUBE BRIDGE RAILING - TYPE 115
<br />GUaN TITI[t
<br />PROJECT ENGINEER DATE cHECKE ev DATE APPROVAL RECOMMEDED BY DATE DEPUTY.DIRECTOR DATE w[[ ro k e
<br />COUNTY OF SAN JOAQUIN NO SCALE fSCA,GON-BE,G,COTA iQ0,40I No "tom'
<br />�* t ¢18& �� 14 86 S S sState f/i9hwoy 4 to CoPDeroPo/is l2o7d f 2�
<br />
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