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NOTES:
1. WHERE BEAM SLOPES,
SLOPE TOP CONNECTION
PLATE TO MATCH AND
SUBSTITUTE WT WITH
TWO PLATES THAT MATCH
THICKNESS AND WIDTHS
OF FLANGE AND WEB.
WELD WEB PLATE TO
FLANGE PLATE WITH A
DOUBLE SIDED 5/16-INCH
FILLET WELD.
ES,
ELEVATION
MOMENT FRAME DETAIL
SCALE: NTS
LA 1 /2"
PER SCHED CL COL
1 1 /2" STL COL
PER ELEV
5c",
N� 1„
MIN
STL BRACE
�,�
PER ELEV i �Q II PL3/8 W/ (2)
7/8,DIA BOLTS
\ ►��0' PL 5/16 W/ (2)
1/4 � 7/8" DIA BOLTS
1/4
II -
II N
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II =
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CAP PL 5/8 III c� m C)
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06/13/2025
LPD
AJF
I AE
ADDENDUM #1
0
12/10/2024
LPD
DJP
AE
ISSUED FOR BID
No.
DATE
DSN
CHK
APP
REVISION
(2) BOLT CONN
PER TYP DTS
TYP @
WASHER 3/16
GUSSET PL
THK PER SCHED
a
BASE PL 3/4 W/ (8) 3/4"
a DIA ANCHORS W/ 9" EMBED
BRACE FRAME BOTTOM DETAIL
SCALE: NTS
DESIGNED BY:
L. DOWELL
DRAWN BY:
R. MUNRO
CHECKED BY:
A. FORTNER
APPROVED BY:
A. ESPARZA
6 1/2"
CL COL
1/4
rr
I I �
M
All-
1 3/4" TYP--
STL BRACE N�
PER ELEV
1/4
1/4 ,
1/4 \
CAP PL 5/8
717
LA
PER SCHED
CL COL
1 1 /2"
STL COL
PER ELEV
TYP
1"
� MIN
WASHE
�
I
PL 7/8 W/ (4)
7/8" DIA BOLTS
\
PL 7/8 W/ (3)
7/8" DIA BOLTS
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MATCH WASHER
SIZE, TYP
4STmRIDE
BRT General Engineering Consultant
SUBMITTED BY: DATE: REVIEWED BY:
R. PARGAS 12/10/2024 J. ALTCHECH
BASE PL 3/4 W/ (14)�7/8"
DIA ANCHORS W/ 9 EMBED
a -
a 4
co31- 011 (2) EQ SPACES 1 3/4" TYP-
=7 - ct� — (4) #4 C EA GUSSET
3'-0"
(4) #4 2'-6" 2'-6" EA GUSSET
BRACE FRAME BOTTOM DETAIL
SCALE: NTS
SCALE:
Q
J
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NTS
Q
FILENAME:
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SOUNDTRANSIT
CONTRACT No.:
RTA/OA 0206-19
DATE:
SUBMITTAL DATE:
12/10/2024
12/10/2024
5 R-4332306
- FDEVESLiOPIMENT ENGINEERING
o 11 /25/2025
STRIDE BUS RAPID TRANSIT DRAWING NO.:
SOUTH RENTON TRANSIT CENTER BT120-SGY412
BT105 FACILITY ID:
STRUCTURAL BT120
SHEET No: REV:
TYPICAL BRACED AND MOMENT FRAME DETAILS 2
384 1