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5/16
5/16
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PI-5/8 X 4 1/2
HSS MF
COL
HSS BM,
NOTE 1
---v '--7- � �i2' CAP PL 5/8
I 1"
I 11 i2, I 3„
1/4�
II PL 1/2
II �
5/16 <(3) SIDES
- PL 1/2 W/(2)
7/8" DIA BOLTS
- (2) BOLT CONN
—PER TYP DTS — —
STL BM
1/4 (3) SIDES
WT8X50X0'-4 1/2"
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.
BRACE FRAME ABOVE BEAM
SCALE: 1 1/2" = V-0"
PFR APrH
BT120-SGE121
NOTES:
1. HSS BEAM MAY BE AN HSS COLUMN, SEE PLAN.
CORE FACILITY CANOPY SECTION
CONN PER TYP DTS
PL 3/8 W/(2) HOLES
FOR 7/8" DIA BOLTS
STL BM MAY EXTEND
BEYOND HSS COL
PER PLAN
1/4
f
CAP PL 5/8
PL 1/2
1
ELEVATION
NOTES:
1. PROVIDE AN ALL AROUND 1/4 INCH FILLET
WELD FROM HSS TO BOTTOM FLANGE.
BRACE FRAME BELOW BEAM
SCALE: 1" = 1'-0"
H;
H;
1/4
WP
1/4
5/16
5/16
HSS COL
BT120-SGE121
PLS AT SIM,
SEE NOTE 1
NOTES:
1. REFER TO "CORE FACILITY CANOPY SECTION" FOR
INFORMATION NOT SHOWN.
HSS BEAM TO HSS COLUMN
HSS CORNER DETAIL
SCALE: 1 1/2" = 1'-0"
ROOF
DECK
1/4
1/4
1/4
WFTOPL
1/4
PL 1/4 X VARIES
L3X3X31 /4
1/4
1/4
HSS6X6X1/4
T&B
>1/47
CAP PL1/4
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II co
N
1 /2 1 1/2"
1 1/2"
ELEVATION
FRAMING CONNECTION
STL BM TYP
PL 1/2
PL 1 /4X7X7
MITER CJP
BT120-SGP521
ROOF DECK
N
3/16 2/g PL TO WF
FLG & L TO
3/16 2-8 PL
1/4
TYP
1/4
HSS BEAM TO HSS BEAM
SCALE: 1 1/2" = V-0"
INCOMING BEAM
1"
AS OCCURS �
i
i
STIFF PI-3/8 ES
PL3/8x2 1/2x0'-9" T&B
HSS BM, TYP
CAP PL
N
PL3/8X4 1/2X0'-6" ES
(3) SIDES,
1/4 TYP
CANTILEVER HSS DETAIL
BT120-SGP321
PL 5/16 X 2 X 0'-8"
(3) SIDES,
1/4TYP
HSS BM
1/4 (3) SIDES
1/4 (3) SIDES,
1 /4 TYP
DEVELOPMENT ENGINEERING
msippo 11 /25/2025 U1
SCALE: 1 1/2" = V-0" BT120-SGP321 SCALE: 1 1/2" = V-0" BT120-SGP321 SCALE: 1" = 1'-0" BT120-SGE122 SCALE: 1 1/2" = 1'-0" BT120-SGP521
R-4332310
DESIGNED BY: SCALE: DRAWING NO.:
STRIDE BUS RAPID TRANSIT
L. DOWELL oESPARZA Q J M;=r
AS NOTED BT120—SGD121
DRAWN BY: ��� °� washU FILENAME: SOUTH RENTON TRANSIT CENTER
R. MUNRO C� z Sr)?IDE w co
S1-BT120-S-v2020 BT105 FACILITY ID:
CHECKED BY: N BRT General Engineering Consultant J LLSO�INDTRANS�T CONTRACT No.: STRUCTURAL BT120
° 2 16264 ��
D. PRINDLE �v aLEN°t���� RTA/CN 0205-24 SHEET No: REV:
0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: NaL E� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: SECTIONS AND DETAILS
No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024 CORE FACILITY 388 0