HomeMy WebLinkAboutR-4069430)
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ANCHOR, TYP.
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ILUMN
NOTE: AT SIM. LOCATIONS NE EXPANSION JOINT
CONNECTION SECTION SECTION CqrECTION
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1 1 2"
TYP.
1 2"
TYP.
N
1 /2" BOLT, TYP.
STITCH PLATE, TYP.
BENT BEAM, TYP.
SECTION
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TYP.
1 /2" CONN. PLATE,
MIN. SKEW AS REQ'D, TYP.
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1"
TYP. BEAM PER
1 /4" RADIUS, TYP. 1 /2" 0
CALL 2 BUSINESS DAYS BEFORE YOU DIG
1 800 424-5555
UTILITIES UNDERGROUND LOCATION CENTER ENGINEERS, INC
TYP.
1736 Fourth Avenue S.
Suite A
Seattle, WA 98134
P: 206.624.1387
www.pndengineers.com
GUTTER
3" = 1'-0"
GUTTER
PER ARCH.
3/8" STIFTENER
PLATE @ 2'-0" O.C.
BENT BEAM,
TYP.
COLUMN
\,\-IAM EF
WASlyl "s
CONTRACTOR AS—BUILTS
PROVIDED BY TERRADYNAMICS INC
1 104/07/211SURVEYED:
SCALE:
�OOQc�PF
RECORD DRAWINGS
1 104/16/211AS
NOTED
THIS RECORD DRAWING HAS BEEN
PREPARED BASED ON INFORMATION
SUBMITTED, IN PART, BY THE
DESIGNED:
C.
FORNACE
� W
CONTRACTOR. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE,
IT HAS NOT BEEN SURVEYED
DRAWN:
0 ��39312 �o ��
OR VERIFIED FOR COMPLETENESS,
AND THE LANDSCAPE ARCHITECT, ARCHITECT, OR ENGINEER IS
D.
McDONALD
ONE INCH
S T E� ��
ss/ONAL
NOT RESPONSIBLE FOR ITS ACCURACY,
NOR FOR ERRORS OR OMMISSIONS
WHICH MAY HAVE BEEN
CHECKED:
IAT FULL SCALE
';��
INCORPORATED INTO THE RECORD
DRAWINGS AS A RESULT.
C.
WIEST
IF NOT ONE INCH
NO.
REVISION
BY DATE I AP P R
PROVED:
T.
BELSICK
SCALE ACCORDINGLY
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3'-0"0
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V % 1" = 1'-0"
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
CITY OF
RENTON
Community Services Dept.
W6, TYP.
BENT BEAM, TYP.
STITCH PLATE 3/8"
CONN PLATE 3/8"
BELOW, TYP.
BENT
BASE, TYP.
COLUMN
FOOTING, TYP.
ANCHOR BOLT, TYP.
16$$ MIN. EMBED
CAST -IN -PLACE
CONCRETE
REMOVE SONOTUBE TO
BELOW GRADE AFTER
CONCRETE IS SET
USE AUGERED HOLE AS
CONCRETE FORM
BELOW GRADE
(8) #6 VERTICAL
REBAR @ 18"0
#4 REBAR TIE
@ 12" 0. C.
SUNSET NEIGHBORHOOD PARK
PHASE 2
FRAMING
DETAILS
R-406943
DATE:
4/15/21
FIELDBOOK: -7
PAGE:
S-6
SHEET: OF:
43 77
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