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GL RAILING & BALUSTER
SECTION C
Scale: 1'-0" = 1'-0" —
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T- —
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AS -BUILT DRAWING
2.. Q
L FAi� 1
9970NAL �
7/ 16/18
HSS 3x2)c&
HSS
RAILING
>Y"x2y2
1°x "4'4' BAR, ROUND
EDGES TO SLIDE INSIDE HSS.
DRILL %"0 HOLE FOR %"0
DRIVE PIN AT LOCATION
SHOWN.
1" SQUARE ROD
BALUSTER
"E" AT EXPANSION JOINTS Y' FOR
TYP. RAIL SPLICE
6" + 'E" (SEE NOTE)
BREAK EDGE Y6"
x 45'
CL RESIN BONDED ANCHORS
I OR ANCHOR BOLTS
III
III
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SHEARER DESIGN L. ;;
(3-boe"'l1q, cy'h NaInre,,h., ,1,,4 k4,
3613 Phinney Ave N. % B
Seattle WA 98103
(206) 781.7830
MV.SHEAREROESicN.N ET
PART ELEVATIO 2
..__ a: 6" = 1'-0"
NO,
WASHER
% "0 HOLE
12 GAGE
WASHER
WASHER
Scale: 6" = 1'-0"
HOT -DIP GALVANIZE AFTER
FABRICATION
DRAIN HOLE THROUGH 2Y"O
PIPE FOR EACH BALUSTER
-i 6
TOP OF
PRECAST
BARRIER
REVISION
TYP. FOR EACH
BALUSTER FOR ALL
RAIL SECTIONS
� ANCHOR BOLTS OR
RESIN BONDED ANCHORS
3x3x12 GAGE WASHER SEE
WASHER DETAIL 5
(2) STEEL R Y," SIZED TO FIT
BETWEEN C45.4 STEEL CHANNEL
TYP. EACH ANCHOR
TOP OF
PRECAST a
BARRIER
6" EMBEDMENT DEPTH MIN.
FOR ANCHOR BOLTS. VERIFY
DEPTH WITH RESIN BONDED
ANCHOR MANUFACTURERER'S
RECOMMENDATIONS.
BASE &
BALUSTER
4"
Scale: 12"= 1'—C'
TAMPER -PROOF NUTS (TYP. FOR
ALL SECTIONS)
) Ox%" SLOTTED HOLE FOR
LONGITUDINAL ADJUSTMENT (TYP.
ALL SECTIONS
C4 x 5.4
-----------
�" RESIN BONDED ANCHORS
R-400519
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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.m BRIDGE RAILING TYPE BP II 7/16/2018
CITY OF
LAKE WA BLVD IMPROVEMENTS
IRW RENTON PHASE III FOR SOUTHPORT DEVELOPMENT oe L,
DATUM planning/Building/Public Works Dept. 1083 LAKE WASHINGTON BLVD N S2�5
RENTON, WA 98055