HomeMy WebLinkAboutR-43323020
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2/3 BEAM DEPTH FOR -
W18 AND LARGER.
BEAM DEPTH FOR
W16 AND SMALLER
(12" MINIMUM)
TYP BM TO
GIRDER CONNECTION
BM MAY SLOPE --//' — —��
PER PLAN -----
1/4
GIRDER SIZE VARIES,
SEE PLAN
CJP
NOTE 1
WELD NOTE 2
N:1 SEE WELD
N:1 NOTE 1
WELD NOTES:
1. WELD SIZE = 1/2 PLATE THICKNESS
(MIN 5/16" FOR GRADE 50 STEEL)
O O
2. PLATE THICKNESS = BEAM FLANGE THICKNESS + 1/4"
PLATE WIDTH = BEAM FLANGE WIDTH -1"
GRADE SHALL MATCH BEAM
CJP TYP
NOTES:
1. WHERE BEAM SLOPES, IN LIEU
OF PROVIDING TOP PLATE,
PROVIDE PLATES PER DETAIL
"AT SLOPING BEAM".
—�� BEAM DEPTH LESS
THAN GIRDER DEPTH
BEAM DEPTH EQUALS
GIRDER DEPTH
ADDL PLS TO MATCH BM FLG
WIDTH AND THK + 1/4"
SEE WELD
NOTE 1
O .I O - GIRDER
AT SLOPING BEAM
CANTILEVER BEAM MOMENT CONNECTION
SCALE: NTS
SCHEDULE A
BEAM SIZE
PLATE THICKNESS
WELD SIZE "A"
NUMBER OF BOLTS
W 8
5/16"
1/4"
2
W 10
5/16"
1/4"
2
W 12
3/8"
5/16"
3
W 14
3/8"
5/16"
3
W 16
3/8"
5/16"
4
W 18
3/8"
5/16"
5
W 21
3/8"
5/16"
6
W24
3/8"
5/16"
6
W27
3/8"
5/16"
7
W 30
7/ 16"
3/8"
8
W 33
7/ 16"
3/8"
9
W 36
1/2"
7/16"
10
1. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH 7/8" DIAMETER BOLTS, UNO.
2. BOLT SIZE AND NUMBER SHALL BE TYPICAL FOR ALL CONDITIONS,
UNLESS DETAILED OTHERWISE. ALL BOLTS SHALL BE A325 BOLTS.
3. ALL BEAM TO COLUMN, CANTILEVER BEAM AND COLLECTOR BEAM CONNECTIONS
SHALL BE SLIP -CRITICAL (SC) BOLTS. SEE STRUCTURAL NOTES.
4. PLATES SHALL HAVE Fy = 50 KSI MINIMUM.
STANDARD BEAM CONNECTION SCHEDULES
SCALE: NTS
SEE
SCHEDULE
C FOR C
PLATE
THICKNESS C
AND WELD
SIZE
FITTED COLUMN STIFFENERS,
TOP & BOTTOM, ALIGN WITH
FLANGES OF BEAMS.
PLATE THICKNESS = BEAM FLANGE
PLUS 1/4", TYP
SHEAR PLATE
SEE SCHEDULE C
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Film IIVISA
SEE SCHEDULE C FOR
NUMBER, SIZE AND TYPE
OF BOLTS
NOTE:
1. WHERE FRAMING MEMBERS
ARE DIFFERENT NOMINAL SIZES,
FITTED STIFFENER SHALL BE
SLOPED TO ALIGN WITH FLANGES.
CJP TOP &
BOT FLANGE,
TYP
BEAM, SEE PLAN
COLUMN
BEAM TO COLUMN FLANGE MOMENT CONNECTION
SCALE: NTS
SCHEDULE C - SHEAR PLATES
AT MOMENT CONNECTIONS
BEAM SIZE
PLATE THICKNESS
WELD SIZE "C"
NUMBER OF BOLTS
W 10
5/16"
3/16"
2
W 12
3/8"
5/16"
3
W 14
3/8"
5/16"
3
W 16
3/8"
5/16"
4
W 18
3/8"
5/16"
5
W21
3/8"
5/16"
6
W24
3/8"
5/16"
7
W27
1/2"
3/8"
14 (2 VERT ROWS)
W30
1/2"
3/8"
16 (2 VERT ROWS)
STANDARD BEAM CONNECTION SCHEDULES
SCALE: NTS
PL 3/8 BRACE, L3X3X1/4 TYP
BEAM, ' (FOR LENGTHS GREATER
SEE PLAN THAN 10' USE L4X4X1/4 UNO)
SEE PLAN FOR LOCATION
PL 3/8
(3) SIDES
_TYP EE 3/16
LENGTH
TYP
3/16
INDICATES DIRECTION OF
BRACE CONNECTION TO
THE BOTTOM OF BEAM
BM END WHERE OCCURS
I11-7 1
2
BM WHERE 0°
OCCURS
3/16
I
3116
I
3/16
I
-- BM
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P L 1 /4
I
(2) 5/8" DIA BOLT z
O
(2) PL 1/4,
SEE DET'L a
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a
1„ 11/2"
N
04
04
2 1/2"
PL DETAIL
NOTES:
1. PROVIDE A 3/16" CAP PLATE AT ALL
BEAMS UNLESS NOTED OTHERWISE.
TYPICAL HSS BEAM TO HSS BEAM SHEAR CONNECTION
SCALE: NTS
BEAM,
SEE PLAN
BEAM, SEE PLAN
TYPICAL BOTTOM FLANGE BRACE CONNECTION
SCALE: NTS
DESIGNED BY:
L. DOWELL o-SPARZA
Oi of WA
DRAWN BY:r.RIDE
R. MUNRO w C� z
CHECKED BY: N BRT General Engineering Consultant
`O 2 16264
D. PRINDLE ��� U ALEN�`�1���
0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY:aL SUBMITTED BY: DATE: REVIEWED BY:
No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov/2024 R. PARGAS 12/10/2024 J. ALTCHECH
SCALE:
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FILENAME:
W
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co
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S 1-BT120-S-v2020
SOUNDT ANSI1
CONTRACT No.:
1Y i71i
RTA/CN 0205-24
DATE:
SUBMITTAL DATE:
12/10/2024
12/10/2024
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OPNG BXH
SEE NOTE
WAI
r L Ld
-ISS BM
S&FS
TYP
BEAM WEB PENETRATION SCHEDULE
MARK
OPNG
PLATES 'A'
PLATE 'B'
REMARKS
TxBxL-A
WELD
TxBxL-B
WELD
A
4.5" X 2"
BARE OPENING
B
3" X 2"
BARE OPENING
NOTES:
1. FOR RECTANGULAR OPENINGS, THE RADIUS OF THE CORNER
SHALL BE THE LARGER OF AT LEAST TWICE THE WEB
THICKNESS OR 1/2-INCH.
2. FOR FIELD CUT PENETRATIONS REQUIRING REINFORCING,
INSTALL REINFORCING PLATES PRIOR TO CUTTING BEAM WEB
PENETRATION.
3. CONTRACTOR TO DETAIL CONDUIT IN CONJUNCTION WITH BEAM
WEB PENETRATIONS AND ARCHITECTURAL ITEMS.
TYPICAL BEAM WEB PENETRATION
SCALE: NTS
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT 105
STRUCTURAL
TYPICAL STEEL BEAM DETAILS 2
�R-43323021
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
DRAWING NO.:
BT120-SGY408
FACILITY ID:
BT120
SHEET No: REV:
380 0