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0
<br />z
<br />r--
<br />8 "x /"O"f/S. bolts
<br />(tot ,z)
<br />PARAPET "f "BARS MUMMR
<br />Too IPe/nforcel-nenf
<br />5�r7s 6'0�' Un�r 'x.5 761 Z
<br />5pns over 6' #'8 7`of ¢
<br />30110,172 ,Qeir7force�e�f
<br />-*"?s 6'ar7c/ur�der #S 7`ol 2
<br />5X175 oyer 6 #45 70'7' -51 (Bar buod/ed�
<br />/ ' 3 i h! S. bolts
<br />(to t,2)
<br />Finished Grade
<br />y �x O � 7 "IE washer
<br />refer 7`0 �aroPe7` X1/0// Defoi/ for
<br />reinforcerr�en7` re�uire�ne/�s.
<br />RAIL POSTON PARAPET
<br />4 6 " Tot 5per post 3„
<br />3-D
<br />/ h! S. bolts
<br />�v ev, - a
<br />a
<br />0,
<br />7
<br />Q
<br />!2 Washer a
<br />c o 4 to o .
<br />0 5
<br />,i„
<br />4 �
<br />R washer 4 G
<br />a
<br />`- "fH S. bolts °
<br />�O/Ilei
<br />-Lock washer
<br />- Cut washer
<br />RAIL POST ON WALL
<br />LlPROJECT ENGINEER DATE
<br />�,2 66�, 1-79
<br />_
<br />CHECKED BY
<br />DATE
<br />�/T9
<br />O
<br />N
<br />I
<br />6 p Z4"
<br />#4ET912-
<br />12"
<br />f �fers Finished erode
<br />e Q a e
<br />d /refer >`D Sf0/7d0/ d P/O17S
<br />d l
<br />- 4 d ,
<br />d� ---- -v ---- -- a --- e -- _�_ –
<br />v 4 d ti AO
<br />2.
<br />Aloe
<br />Id
<br />3/4 "Chorn7`er ' f "bars U
<br />PARAPET WALL DETAIL
<br />u
<br />Sjuore cut or 9r/r70'
<br />XZ =0 H S. rods (lhreoded
<br />both ends), tot 2 /with 3 hex nuts)
<br />or /"f Ye, O" H. S bolts, tot Z
<br />(with 2 hex nuts.)
<br />3 "x 411X0' 7'I R wosher a
<br />10*7
<br />i � - , ' � .. . 4 • . - n �-�/¢Bnse ,dam
<br />.q ,2 x / X O - 5 / f� washer o
<br />58,X l -O'IH S. bolts /% Amo/es
<br />(tot 2) or THS. t/ireaded rods 32"
<br />RAIL POST DETAILS
<br />Square Cut or Grind
<br />Ra// element
<br />%8"bo/t at7d hex r2ut with
<br />f/of /ate h (/ /
<br />I
<br />I li I
<br />I
<br />I II i I
<br />I I it I I
<br />I I II I i
<br />I II I I
<br />/Z '�'oUl7dho% . Set i �I i
<br />ELEVATION
<br />POST ONSHOULDER
<br />GENERAL NOTES :
<br />Refer 1,o p/Qn A 77- C'8S of lf7e S v7da, & .Plans, 0a1eo' c%r7u0ry
<br />/97.5, for deter//s o/` rail e%rrlerlt, Perm/nal sefion,(Ty� Aj C -ail 5p/iC9,
<br />or>d f/at plate washer.
<br />At ray/ so%ee r/eorBsfexPans/on jo/i7t //7 bridge deck, s/o/ho%s j
<br />/Ii nwovable fo a110 same arnour>f of rnovernenf
<br />as IS ,01-01111-yed 1r7 bridge deck. P/aCe ;,"asbestos sheet
<br />pc�c'kir�y between ra/'/ elernern/s . Adjust bolls to ,orovia'e
<br />s/io'ii�c� fi •f nr�d set Threads
<br />,o wasS/>oce po9ts /o clear ex�oosion joie is by / 6
<br />I to center /she of ,00sl,
<br />///g S'frer)gfh.
<br />nt � - 5. f�efer to S'eelio -
<br />SECT/ON e -C
<br />Loc/r washer e cut washerDSC
<br />I 4z�� 3z and 83-/0,2// of the s'fnr7dnrd ,5'pec�iticotions dated cJanuary
<br />Grout Bose of ra/l Post to /97S for re�u/rerr>er7ts of rnaleriols and erecf/ori -
<br />e% v of finished grade on
<br />concrete deck with o verlay .
<br />__ — -- Fml� bed grade
<br />6117 I When holes are drilled thrcaugh ex/sting concrete deck
<br />bolls or rods shc�// be grouted /i� place.
<br />i
<br />I
<br />C'
<br />2 - IHS. Bolts or threaded rod,
<br />3 „x / 11X , 7i„ fol. 2 with hex nuts.
<br />�¢ 4 _ z
<br />f w4she,� ( p
<br />secnov o -a
<br />RAIL POST DETAILS
<br />SUBMITTED BY DATE, APPROVAL RECOMMENDED BY DATE
<br />--- - ------
<br />COUNTY OF* SAN J O A Q U I N
<br />Y
<br />6"1
<br />OPTIONAL
<br />RAIL POST SHIM DATE OF REviSiON
<br />FEB. /97S
<br />'IAR. 1976
<br />Fla. /377
<br />PROJECT FL DDD ROAD s�+E � TOTAL
<br />METAL BEAM RAILING - �H���
<br />,DRAWING N O. ellvof STRUCTURE 93 I¢ 6
<br />COri
<br />I
<br />.I
<br />3z „
<br />51
<br />d�
<br />bolt di4 +'lt
<br />"
<br />Lock woshe
<br />Cut washer j
<br />DATE
<br />�/T9
<br />O
<br />N
<br />I
<br />6 p Z4"
<br />#4ET912-
<br />12"
<br />f �fers Finished erode
<br />e Q a e
<br />d /refer >`D Sf0/7d0/ d P/O17S
<br />d l
<br />- 4 d ,
<br />d� ---- -v ---- -- a --- e -- _�_ –
<br />v 4 d ti AO
<br />2.
<br />Aloe
<br />Id
<br />3/4 "Chorn7`er ' f "bars U
<br />PARAPET WALL DETAIL
<br />u
<br />Sjuore cut or 9r/r70'
<br />XZ =0 H S. rods (lhreoded
<br />both ends), tot 2 /with 3 hex nuts)
<br />or /"f Ye, O" H. S bolts, tot Z
<br />(with 2 hex nuts.)
<br />3 "x 411X0' 7'I R wosher a
<br />10*7
<br />i � - , ' � .. . 4 • . - n �-�/¢Bnse ,dam
<br />.q ,2 x / X O - 5 / f� washer o
<br />58,X l -O'IH S. bolts /% Amo/es
<br />(tot 2) or THS. t/ireaded rods 32"
<br />RAIL POST DETAILS
<br />Square Cut or Grind
<br />Ra// element
<br />%8"bo/t at7d hex r2ut with
<br />f/of /ate h (/ /
<br />I
<br />I li I
<br />I
<br />I II i I
<br />I I it I I
<br />I I II I i
<br />I II I I
<br />/Z '�'oUl7dho% . Set i �I i
<br />ELEVATION
<br />POST ONSHOULDER
<br />GENERAL NOTES :
<br />Refer 1,o p/Qn A 77- C'8S of lf7e S v7da, & .Plans, 0a1eo' c%r7u0ry
<br />/97.5, for deter//s o/` rail e%rrlerlt, Perm/nal sefion,(Ty� Aj C -ail 5p/iC9,
<br />or>d f/at plate washer.
<br />At ray/ so%ee r/eorBsfexPans/on jo/i7t //7 bridge deck, s/o/ho%s j
<br />/Ii nwovable fo a110 same arnour>f of rnovernenf
<br />as IS ,01-01111-yed 1r7 bridge deck. P/aCe ;,"asbestos sheet
<br />pc�c'kir�y between ra/'/ elernern/s . Adjust bolls to ,orovia'e
<br />s/io'ii�c� fi •f nr�d set Threads
<br />,o wasS/>oce po9ts /o clear ex�oosion joie is by / 6
<br />I to center /she of ,00sl,
<br />///g S'frer)gfh.
<br />nt � - 5. f�efer to S'eelio -
<br />SECT/ON e -C
<br />Loc/r washer e cut washerDSC
<br />I 4z�� 3z and 83-/0,2// of the s'fnr7dnrd ,5'pec�iticotions dated cJanuary
<br />Grout Bose of ra/l Post to /97S for re�u/rerr>er7ts of rnaleriols and erecf/ori -
<br />e% v of finished grade on
<br />concrete deck with o verlay .
<br />__ — -- Fml� bed grade
<br />6117 I When holes are drilled thrcaugh ex/sting concrete deck
<br />bolls or rods shc�// be grouted /i� place.
<br />i
<br />I
<br />C'
<br />2 - IHS. Bolts or threaded rod,
<br />3 „x / 11X , 7i„ fol. 2 with hex nuts.
<br />�¢ 4 _ z
<br />f w4she,� ( p
<br />secnov o -a
<br />RAIL POST DETAILS
<br />SUBMITTED BY DATE, APPROVAL RECOMMENDED BY DATE
<br />--- - ------
<br />COUNTY OF* SAN J O A Q U I N
<br />Y
<br />6"1
<br />OPTIONAL
<br />RAIL POST SHIM DATE OF REviSiON
<br />FEB. /97S
<br />'IAR. 1976
<br />Fla. /377
<br />PROJECT FL DDD ROAD s�+E � TOTAL
<br />METAL BEAM RAILING - �H���
<br />,DRAWING N O. ellvof STRUCTURE 93 I¢ 6
<br />
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