HomeMy WebLinkAboutR-406934SST HANDRAIL, TYP.
FIBER CEMENT SIDING
W/ CONT SEALANT, TYP.
1" X 3' PAINTED STEEL
GUARDRAIL STANTION
WITH (2) 1/4"X2" SST BARS
ATTACHED TO STANCHION
STL EMBEDED BASE PLATE,
SHOWN DASHED.
SEE STRUCTURAL
CONCRETE RETAINING WALL.
SEE STRUCTURAL
3/4" SST ROD ATTACH TO
STANCHION
GUARDRAIL PLAN AT COLUMN (WEST)
SCALE: 1 1/2" = 1'-0"
Sim
6
A-107
r T.O. l
ti
M
M
I
�
T-)
2"
=
O
w
o
O
�
J
Q
(n
w
4 1
°
o
0
0
M
�
v
T
8"
L L
GUARDRAIL SECTION
SCALE: 1 1/2" = 1'-0"
Q) a
CALL 2 BUSINESS DAYS BEFORE YOU DIG
1 800 424 - 5555
UTILITIES UNDERGROUND LOCATION CENTER
1" X 3" PAINTED STEEL
GUARDRAIL STANTION
WITH (2) 1/4"X2" SST BARS
ATTACHED TO STANTION
8
A-107
1.9" OD SST HANDRAIL, TYP WITH
EXPANSION JOINTS APPROX
1 OFT OC
3/4" SST RODS 4" OC MAX,
TYP.
(3) 3/8" DIA COUNTERSUNK
BARREL/SEX BOLTS PER
STANCHION, W/NYLON
WASHER BETWEEN SS AND
PAINTED STL, TYP.
STANCHION ASSEMBLY
WELDED TO STL PLATE
CONCRETE RETAINING WALL
WITH 1" BEVEL - SEE
STRUCTURAL
1/2" STL PLATE BOLTED
TO CONCRETE - SEE STRUCTURAL
CONTROL JOINT WITH
COMPRESSIBLE FILLER
CONCRETE SLAB - SEE
STRUCTURAL
5
A-107
rolluda architects
architecture planning interior design
ROLLUDA ARCHITECTS INC.
105 SOUTH MAIN STREET, SUITE 323
SEATTLE, WASHINGTON 98104
STANCHION DETAIL PLAN
SCALE: 3" = 1'-0"
SCHE
PIPE I
TYP.
1 /8" 1
HAN
SAD
1" X
ATT/
FLAT
1" X
CONCRETE SLAB
CONTROL JOINT
1/4" SST HANDRAIL
SADDLE
3/4" SST RODS
CONCRETE RETAINING
WALL - SEE STRUCTURAL
1/4" X 2" SST BARS ATTACH
TO PT STL 1" X 3"
STANCHION
2
A-107
HANDRAIL ELEVATION DETAILr 6
SCALE: 3" = 1'-0" A-107
1/4" X 2" S
TO PT STL
STANCHIC
1 /8" PT
HANDRAIL
SADDLE
1/2" DIA B(
SEE STRI � �
HANDRAIL DETAIL PLAN VIEW
SCALE: 3" = 1'-0"
6250
REGISTERED
ARCHITECT
Alex E. Rolluda
STATE OF WASHINGTON
i
0
1" X T PAINTED STEEL
GUARDRAIL STANCHION
WITH (2) 1/4" X 2" SST BARS
ATTACHED TO STANCHION
STL EMBED BASE PLATE -
SEE STRUCTURAL
SST HANDRAIL, TYP
CONCRETE RETAINING
WALL -SEE STRUCTURAL
3/4" SST ROD ATTACHED TO
STANCHION
FIBER CEMENT SIDING
W/ CONT SEALANT, TYP.
GUARDRAIL PLAN AT COLUMN (EAST)
SCALE: 1 1/2" = 1'-0"
1" X 3" PAINTED STEEL
GUARDRAIL STANTION
WITH (2) 1/4"X2" SST BARS
ATTACHED TO STANTION
(3) 3/8" DIA COUNTERSUNK
BARREL/SEX BOLTS PER
STANCHION, W/NYLON
WASHER BETWEEN SS AND
PAINTED STL, TYP.
3/4" SST RODS 4" OC MAX,
TYP.
GUARDRAIL TOP SECTION DETAIL
SCALE: 3" = 1'-0"
4 1/2" 2 7/8"
3
A-107
U)
w
U
Q
w
U)
Q
D
O
w
CD
STANCHION ASSEMBLY
WELDED TO STL PLATE
1/2" STL PLATE BOLTED
TO CONCRETE -
SEE STRUCTURAL
CONTROL JOINT WITH
COMPRESSIBLE FILLER
GUARDRAIL BOTTOM SECTION DETAIL/ g
SCALE: 3" = 1'-0" A-107
ONTRACTOR AS-BUILTS PROVIDED
BY TERRADYNAMICS 11C
04/07/2
SUKVCTCU:
RECORD DRAWINGS
1
104/16/2
DESIGNED:
HIS RECORD DRAWING HAS BEEN PREPARED
BASED ON INFORMATION SUBMITTED, IN PART, B
ROLLUDAARCHITECTS
HE CONTRACTOR.
WHILE THIS INFORMATION
IS BELIEVED TO BE RELIABLE, IT HAS NOT BEEN
DRAWN:
URVEYED
OR VERIFIED FOR COMPLETENESS,
AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR
M. MANCERA
NGINEER
IS NOT RESPONSIBLE FOR ITS ACCURACY, NOR FOR ERRORS OR OMMISSIONS WHICT
CHECKED
IAY HAVE
BEEN INCORPORATED INTO THE RECORD DRAWINGS AS A RESULT.
R. MURAKAMI
APPROVED:
NO.
REVISION
BY
DATE
APPR
R. MURAKAMI
SCALE: VERTICAL: NAVD 1988
AS HORIZONTAL: NAD 198311991
NOTED
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
® CITY OF
RENTON
Community Services Dept.
1/2" DIA. BOLTS. T
SEE STRUCTURAI
1/4" X 2" SST BAR:
PT STL 1" X 3" PT
3/8" DIA COUNTEI
BARREL/SEX BOL
NYLON WASHER
CURVED SST ROL
WELD TO 1"X3" SF
STL PLATE TO BE
ON 4 SIDES - SEE
STRUCTURAL
SST TO PAINTED STANCHION DETAIL
SCALE: 6" = 1'-0"
SUNSET NEIGHBORHOOD PARK
PHASE 2
GAZEBO GUARDRAIL DETAILS
R-406934
DATE:
11 /25/2019
FIELDBOOK:
PAGE:
DRAWING NO:
A-10 7
SHEET: OF'
34 77
0)
W
N�
0
0
0