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NOTE: PROVIDE 1/2" CAP
PLATE (NOT SHOWN) AT
TOP OF COLUMN
COLUMN FLANGE, NEAR
SIDE CUTAWAY FOR
CLARITY SEE
SCHEDULE A
A FOR PLATE
2„ q THICKNESS
SEE SCHEDULE A FOR 1 1/2" AND WELD
QUANTITY, SIZE AND 1/2" SIZE
TYPE OF BOLTS _
N BEAM, SEE PLAN
�Y111
io
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SHEAR PLATE,
SEE SCHEDULE A FOR c�
PLATE THICKNESS
PL 1/2", TYP (OMIT TOP I PL TO
PLATE WHERE CAP COLUMN
PLATE OCCURS AT ROOF I 5/16 FLANGE
NOTES:
1. USE AISC STD HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE
(HARDENED WASHERS REQD WITH SLOTTED HOLES).
BEAM TO COLUMN WEB CONNECTION (EXTENDED SHEAR
PLATE)
SCALE: NTS
SEE
SCHEDULE
C FOR
PLATE
THICKNESS
AND WELD
SIZE
FITTED COLUMN STIFFENERS,
TOP & BOTTOM, ALIGN WITH
FLANGES OF BEAMS 3/4" 1 11 1/2"
� II 110
II I10
0 I� III
�I
CJP TOP &
_<BOT FLANGE,
\ TYP
BEAM, SEE PLAN
3" SHEAR PLATE
SHEAR PL SEE SCHEDULE C
TO TOP &
BOT PL, COL SEE SCHEDULE C FOR
WEB NUMBER, SIZE AND TYPE
BEAM TO COLUMN WEB MOMENT CONNECTION (_4\
OF BOLTS
COLUMN
SCALE: NTS
1/2" (
AT T,
SEE SCHEDULE A
FOR QUANTITY, SIZE
AND TYPE OF BOLTS
WHERE G
EXCEEDS 3/16",
BEVEL PL END
PL THK
LESS THAN 300
SEE
SCHEDULE A
FOR PLATE
THICKNESS
AND WELD
SIZE
Q
M
R PLATE,
CHEDULE A
HICKNESS
SEE PLAN
SEE
SCHEDULE A
FOR PLATE A
THICKNESS q
AND WELD
SIZE
NOTES:
1. USE AISC STD HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE
(HARDENED WASHERS REQD WITH SLOTTED HOLES).
2. DETAIL APPLIES TO HSS COLUMNS AS WELL.
BEAM TO COLUMN FLANGE CONNECTION (SHEAR PLATE)
SCALE: NTS
FITTED SHEAR PLATE
(SEE NOTES 4 & 5)
SEE SCHEDULE A
FOR QUANTITY, SIZE
AND TYPE OF BOLTS
DESIGNED BY:
L. DOWELL
DRAWN BY:
R. MUNRO w
CHECKED BY: �(
D. PRINDLE
0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY:'�j�y
No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov//'
A+G \
- BEAM
WEB
X
Q
cM
2"
1/2"
A
PJP
THK-1/8
i
30°- 60° WEB FOR ANY
SKEW ANG��
SKEWED BEAM CONNECTIONS
1 1 /2" J ' "-2"
COLUMN FLANGE, NEAR
SIDE CUT AWAY FOR \
CLARITY 2„
SHEAR PLATE,
SEE SCHEDULE A FOR 1/2"
PLATE THICKNESS -
SEE SCHEDULE A FOR
QUANTITY, SIZE AND
TYPE OF BOLTS
COPE BEAM FOR
CLEARANCE IF REQD
SEE
SCHEDULE A
A FOR PLATE
1 1/2" A THICKNESS
_ AND WELD
/ SIZE
/ N
� � BEAM, SEE PLAN
z
N
COLUMN
NOTES:
1. USE AISC STD HOLES OR SHORT HORIZ. SLOTTED HOLES IN SHEAR PLATE
(HARDENED WASHERS REQD WITH SLOTTED HOLES).
BEAM TO COLUMN WEB CONNECTION (SHEAR PLATE)
SCALE: NTS
TRANSVERSE BEAM,
SEE
0=""1, SEE PLAN
TRANSVERSE BEAM,
SEE
Mr -A RA err r11 AN
1 1/2"
1
\ I
(NOTE 1)
1/2" COLUMN
CAP
\
�`�
_ N BM, SEE
PLAN PLATE WITH
\` FITTED STIFFENER, SEE
1/2" COLUMN CAP
4-7/8" DIA.
BOLTS
BEAM CONNECTION SCHEDULE
PLATE WITH
Oz
NOTES:
1 1/2"
4-7/8" DIA. BOLTS
1. THIS DIMENSION SHALL BE FOR STD SIZED HOLES.
1A
1/4
WHERE SHORT SLOTTED HOLES ARE USED,
co
INCREASE DIMENSION TO 1-3/4".
U�
2. MINIMUM DISTANCE FROM TOP BOLT TO TOP OF
z
COPE SHALL BE 1-1/2".
COLUMN
COLUMN
3. USE AISC STD. HOLES OR SHORT HORIZ.
SLOTTED HOLES IN SHEAR PLATE (HARDENED
WASHERS REQD WITH SLOTTED HOLES).
N
4. PROVIDE FITTED SHEAR PLATE AS SHOWN AT ALL
COLUMN ALIGNED WITH BEAM COLUMN TRANSVERSE WITH BEAM
ONE-SIDED CONNECTIONS, PERIMETER BEAMS
SHEAR PLATE,
AND ALL CONNECTIONS WITH BEAMS AND
SEE SCHEDULE A
GIRDER OF SAME NOMINAL DEPTH.
FOR THICKNESS
5. AT PERIMETER SPANDREL BEAMS, PROVIDE
NOTES:
FITTED SHEAR PLATES ON BOTH SIDES OF
GIRDER. SHEAR PLATES SHALL EXTEND TO
1. WHERE TRANSVERSE BEAM IS NOT
GIRDER BOTTOM FLANGE AS SHOWN.
SHOWN ON PLAN, ADD A W12X35.
6. CONNECTION AT SKEWED BEAMS SIMILAR.
BEAM TO GIRDER CONNECTION
SCALE: NTS
BEAM OVER COLUMN CONNECTION
SCALE: 1" = 1'-0"
R-4332301
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2 16264�� �� RTA/CN 0205-24 SHEET No: REV:
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NAL F,� SUBMITTED BY: DATE: REVIEWED BY: DATE: SUBMITTAL DATE: 379 0
2024 R. PARGAS 112/10/2024 J. ALTCHECH 112/10/2024 12/10/2024