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HSS COL
HSS3 1 /2X3 1 /2X3/16
SHOE
HOLE FOR
THRU BOLT
HSS WALL
CUTOUT
TOC -
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7
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3/4" DIA
THRU BOLT
NOTE 1 & 2
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PL1/2
�-2 3/4"
1/4" DIA
WEEP HOLE 5/8" DIA ANCHOR BOLT
W/ 5" EMBEDMENT,
NOTE 3
PI-1/2 REF \ TYP IDES,
SECTION 1/4
NOTES:
1. DRILL HOLES PARALLEL TO FRAME WIDTH.
2. USE A STAINLESS STEEL HEXBOLT WITH WASHER AND
SPANNER HEAD. PROVIDE INSULATION BETWEEN CARBON
STEEL AND STAINLESS STEEL TO AVOID GALVANIC
CORROSION.
3. BEARING SHOE SHALL BE ANCHORED TO CONCRETE
THROUGH THE PLATE.
BASE PLATE DETAIL
SCALE: 1 1/2" = 1'-0"
0 12/10/2024 MKB DJP AE ISSUED FOR BID
No. DATE DSN CHK APP REVISION
BT120-SGD163
HSS BM TYP
T & B>
I
I
I
BUTT WELD ALL
I
AROUND 1/8" ROOT
GRIND FLUSH SAND NS & FS>
SMOOTH
NOTES:
1. PLACE A 1/4 INCH DIAMETER WEEP HOLE AT
EITHER EDGE OF THE BOTTOM OF THE
SLOPE OF THE ROOF BEAM.
CORNER DETAIL
SCALE: 1 1/2" = 1'-0"
HSS BM TYP
NOTES:
1. PLACE A 1/4 INCH DIAMETER WEEP HOLE AT
LOW SIDE OF TRANSVERSAL BEAMS.
HSS BEAM TO HSS BEAM CONNECTION DETAIL
BT120-SGD163 SCALE: 1 1/2" = 1'-0"
DESIGNED BY:
M. BUNIYA oESPARZA
Oi of s� Co
DRAWN BY: WA ����
R. MUNRO .5r.RIDE
CHECKED BY: N BRT General Engineering Consultant
° 2 16264
D. PRINDLE N ��� UALE��G1��v
APPROVED BY: Xf, AL �yE� SUBMITTED BY: DATE: REVIEWED BY:
A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH
BT120-SGD163
SCALE:
Q
M;=r
1 1/2" = 1'-0"
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Q
FILENAME:
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S 1-BT120-S-v2020
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CONTRACT No.:
1Y i71i 1
RTA/CN 0205-24
DATE:
SUBMITTAL DATE:
12/10/2024
12/10/2024
NS&FS
NS&FS
1 1nn MR A T\/P
<T&B ES
NOTES:
1. PLACE A 1/4 INCH DIAMETER WEEP HOLE AT
LOW SIDE OF TRANSVERSAL BEAMS.
TOP OF BEAM DETAIL
SCALE: 1 1/2" = 1'-0"
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT 105
STRUCTURAL
SECTIONS AND DETAILS
PARATRANSIT SHELTER 2
BT120-SGD163
R-4332319
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
DRAWING NO.:
BT120-SGD164
FACILITY ID:
BT120
SHEET No: REV:
397 0