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TYP 2" I
MIN
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NOTES:
1/4
PI-3/8 ES
NOTE 1
1/4
1/4 (3) SIDES TYP
(4) 7/8" DIA
A325 BOLTS
@ BM GAGE
CAP PL1
NOTE 2
HSS COL
AT TAPERED BEAM
1. WHERE BEAM FRAMES INTO PLATE, PROVIDE A FULL HEIGHT PLATE.
2. CAP PLATE WIDTH TO EXTEND HALF AN INCH EITHER SIDE OF
COLUMN OR BEAM FLANGE. WHICHEVER IS GREATER.
WIDE FLANGE OVER HSS COLUMN DETAIL
SCALE: 1" = 1'-0"
4" @ W16 OR SMALLER
6" @ W18 OR LARGER
WT, WT & WF
TRIM TO FIT
MATCH WEB THK
TO LOWERED BM
STIFF PI-1/4 ES
@ 3'-0" 1 /4
1/4
LOWERED BM
NOTES:
1. DECK MAY SPAN EITHER DIRECTION.
ni0/0=1
']iv T\/r!) -1 /711 T\/r7)
2. DO NOT CONNECT WT TO ANYTHING OTHER THAN LOWERED BEAM AND ROOF DECK.
TYPICAL DECK SUPPORT AT LOWERED BEAM
SCALE: 1" = 1'-0"
SIDES TYP
r-- PI-3/8 ES
NS,FS SLOPING BM
1/4
- 1/4
ROOF DECK
SUPT BM,
WHERE OCCURS
'Z' ` SHIM AS READ
(4) 78" DIA A325 BOLTS
@ BM GAGE
GIRDER
TYPICAL BEAM OVER BELOW GIRDER
SCALE: 1" = 1'-0"
(3) SIDES TYP
TYP
STIFF PL5/16 ES
CJP
CONN PER TYP
DTS SEE TABLE A
PI-1/2
TYPICAL CONNECTION DETAIL AT LOWERED BEAM
SCALE: 1" = 1'-0"
R-4332303
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
DESIGNED BY: SCALE: DRAWING NO.:
L. DOWELL STRIDE BUS RAPID TRANSIT
w 1" = 1'-0" BT120—SGY409
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DRAWN BY: ��� °� washy°� U FILENAME: SOUTH RENTON TRANSIT CENTER
R. MUNRO C� z5 w co
S1-BT120-S-v2020 BT105 FACILITY ID:
CHECKED BY: N BRT General Engineering Consultant J SD�INDTRANS�T CONTRACT No.: STRUCTURAL BT120
2 162 ° 64 ��
D. PRINDLE �v aLEN°t����� RTA/CN 0205-24 SHEET No: REV:
0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: X,
AL E� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: TYPICAL STEEL BEAM DETAILS 3 381
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No. DATE I DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024