HomeMy WebLinkAboutR-398124� ANCHOR BOL TS OR
RFSIN RONDFD ANCHORS
a
N
CO
I
0
N
N
0
a
0
FL
%8 " Ab
TO EN
(WELD
%32" RADIUS AT
TOP & SIDES -
%8 " ALUM. IL FULL WIDTH
OF EXTRUDED CHANNEL -
MA TERIA L
PART
SPECIFICATION
ASTM B 221- 6005-T5 OR 6005A-T5
Z
PIPES
ASTM B 241 ORB 429 6061-T6
j
EXTRUDED CHANNELS,
ASTM B 221- 6005-T5
Q
COVER PLATES &BAR
STANDARD SPECIFICATION SECTION 9-06.5 4
ANCHOR BOLTS,
(GALVANIZE /N ACCORDANCE WITH A,4SHT0
NUTS &WASHERS
SPECIFICATION M 232)
W
STRIP
ASTM A 36
DRIVE PINS
ASTM A 276 TYPE 302 STAINLESS STEEL
DETAIL
DRAIN HOLES
NOT SHOWN
COVER PLATE
EXCEPT AT %4"
�j8 DRAIN HOLE
EXTRUDED
CHANNEL
TOP OF CONC.
TRAFFIC BARRIER
POLYURETHANE OR SILICONE
SEALANT (COLOR TO MATCH
ALUMINUM RAILING)
' BALUSTER
RA/LING &BALUSTER
3/8 „ 0 8
DRIVE PINS
SECTION
OPTION j 1
S2 " 0 STD. PIPE RAILING
�2 "0 STD. RAILING SPLICE
EXTRUSION. DRILL 3/8" 0
HOLE FOR 3/8" 0 DRIVE PIN
AT LOCATION SHOWN.
3/8 " MIN.
9/6 " MAX. 318 " 0
DRIVE PINS
3/6 " MIN.
3/8 " MAX.
1 "0 STD. PIPE BALUSTER
w
WE
13 LOCATE ON OPPOSITE SIDE OF
TRAFFIC. DRIVE PINS SHALL
BE DRIVEN FLUSH WITH THE
OUTSIDE FACE OF THE
RAILING.
3/4 „
C RESIN BONDED ANCHORS
FILL WITH 1 " 0. D. WASHERS AS
NECESSARY TO ADJUST TOP OF
RAIL TO A SMOOTH PROFILE -
TOP OF TRAFFIC BARRIER —�
6 " EMBEDMENT FOR
ANCHOR BOLTS (FOR
RESIN BONDED
ANCHORS USE MFG'S
RECOMMENDATION.) -
3/32 „
(TYP.,
TRIM TIPS
AT WASHER
POLYURETHANE OR SILICONE SEALANT.
COLOR TO MATCH ALUMINUM RAILING
TACK WELD 3 SIDES EACH HEAD
I
RAILING &BALUSTER
" 0 STD. PIPE RAILING
2 "0 STD. RAILING SPLICE
EXTRUSION. DRILL 3/8 " 0
HOLE FOR 3/8" 0 DRIVE PIN
AT LOCATION SHOWN.
BAR 3/r 6 x 1 x 0'-1 3/8
:Q'D. PER PIPE RAILING
E)
r PIPE
,BALUSTER
sEcnoN a
OPTION xz 4_. o
LOCATE ON OPPOSITE SIDE OF
TRAFFIC. DRIVE PINS SHALL
BE DRIVEN FLUSH WITH THE
OUTSIDE FACE OF THE
RAILING.
BASE & BALUSTER
3 /"
4
�/8 „ I �/8 „
STEEL STRIP 2 x %a x 0'-3 ---/
SECTION
3/4
DRILL 13/8 "0 HOLE THROUGH
COVER PLATE & EXTRUDED
CHANNEL AT EA. BALUSTER.
COVER PLATE
f—R = %32 " (TYP.)
BOTTOM EXTRUDED
CHANNEL
- z 1
A
3/6" 970 HOLE AT INTERIOR SECTIONS OR " x �/8"
low
1 TYP.) SLOTTED HOLE (FOR LONGITUDINAL ADJUSTMENT)
AT END SECTIONS AND AT SECTIONS IMMEDIATELY
ADJACENT TO EXPANSION JOINTS.
I �
i
j!
3/8 "O RESIN BONDED ANCHOR (5" MIN.
EMBEDMENT) WITH STD. NUT & 3/8" STD. WASHER
OR 3/8 "O x 7X " ANCHOR BOLTS.
3/8"0 x 7,9" ANCHOR BOLTS WITH STD. NUT & 1"
0. D. WASHER, THREADED 10 N.C. 1%8 " LONG.
(ALTERNATE TO 3/8 "O RESIN BONDED ANCHORS)
B
ANCHOR BOLTS SHALL BE
POSITIONED IN A JIG DURING WELDING.
SURVEYED: JFS :s DRAWING NO. 4.07
DRAWN BY: XYW ��,4�0� � l�l "R
CITY OF RENTON HIGHLANDS TO LANDING PROJECT NO. 31796
DESIGN BY: XYW � '� Public Works Department PEDESTRIAN CONNECTION PROJECT CM-1070(007)
CHECK BY: SJW HanmiGlobal Partner FED AID NO. CM-1070(007)
10230�tPoints e 400 �`ve�° 45633 ti�� APPR D FOR CONSTRUCTION BRIDGE RAILING TYPE BP DETAILS 2 OF 2 DATE: June. 2013
PROJ MGR: LBM r $�L = o
IOrkland, Washington 98033 0 �
Phone: (425) 822-4446 SHEET NO. 20 OF 44
NUMBER REVISION DESCRIPTION BY APP. DATE FAX: (425) 827-9577 BY: DATE:0/�
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