HomeMy WebLinkAbout2495-50AISC MIN.
WEB TO PL.
OPTIONAL 2" DIA
GROUT HOLE
FOR
COLUMN SIZE
Z12 " LONG
DIM, OF
SEE
MOMENT FRAME
10"
1 /4 FLANGE
ELEVATIONS OR PLANS
TO PL.
�CL
12" -- 14"
TOP OF SLAB
ON
BASE
PL. AND A.B. PER
w
GRADE
3/8"
1/4o'
S.O.G.
18"
J
w
wx
o
MIN. 3" CONC.
m
m w
p
c=
w
z o
SLAB ON GRADE.
2" NON -SHRINK
�m
L
_J
memo
L.
0
A.B. -
A
BEAM
(DEPTH)
Z12 " LONG
DIM, OF
TYP BASE
FL' U.N.O.
10"
1 /4 FLANGE
V 00
TO PL.
�CL
12" -- 14"
O
3/8"
BASE
PL. AND A.B. PER
SCHEDULE BELOW
PLAN
3/8"
1/4o'
S.O.G.
18"
CONTROL JOINT
3/8„
NOTE:
1/4"
MIN. 3" CONC.
COVER ALL
AROUND BASE
PLATE &
�
COLUMN BELOW
SLAB ON GRADE.
2" NON -SHRINK
4"
t SEE
SCHEDULE
ELEVATION '�—FOOTING & REINF.
-SEE SCHEDULE
BASE PL. &ANCHOR BOLT SCHEDULE
W14X43 W14X30 W14X22 W12X40 W12X26 W12X14 W10X33 W10X22
TO TO TO TO TO I TO TO TO
W14X53 W14X38 W14X26 W12X50 W12X35 W12X22 W10X45 W10X30
BASE PL. SIZE A X B 20"X13" 20"X13"
THICKNESS t 3/4" 3/4"
NUMBER OF A.B. 14-3/4!'0 4-3/4"0
TYP. W -COLUMN BASE PLATE DETAIL 6
5/8" BASE PLATE PIPE OR TUBE COL.
W/4 -3/4"O A.B.
Pte_
S.O.G.
CONTROL JOINT
PIPE OR TUBE COL.---J�--�
--3 /16
NOTE:
ANCHORE BOLTS AND NUTS
SHALL BE KEPT MIN.
1/2" BELOW TOP OF SLAB
TOP OF FTG.
o YI
w X Z ° "00.
m
w
V) °
•� :Do
a o ° SAND
FILL
o
z
`- "' � FOOTING &REINF.
�- ELEVATION
-SEE SCHEDULE to
0
TYP. PIP
(01
3 -0
BEYOND
FTG.TYP.
E OR TUBE POST BASE PL. DET. 17
STIFF. PL. >_
TO FLANGES
C.P.
STIFF. PL. TO WEB WELD
USE AISC MIN.
FLANGES &WEB SPLICE.
GRIND SMOOTH AT ALL EXPOSED
(STAIR STRINGERS ETC.) LOCATIONS
BENT ANGLE = 8 ,< 45°
STIFF. PL. TO MATCH B M .
FLANGE THICKNESS AND WIDTH
(B.S. FOR W BMS. AND ONE
SIDE FOR C SECTIONS ONLY)
NOTE: THIS DETAIL APPLIES TO BENT ANGLE 0 NOT MORE THAN 45'.
FOR BENT ANGLE -0 MORE THAN 45°, USE 90' RIGID FRAME KNEE DETAIL.
TYP, BENT BM. SPLICE DETAIL
NnmINAI nim
TYP. BUILT-UP BOX SECTION
TYP.
FMD BEAM CONNECTION BCH
BEAM
(DEPTH)
NO. OF
3/4'0
BOLTS
A325F
CONN.
FL2' t
WELD
SIZE A
WELD
SIZE B
10"
2
3/8"
1/4!'
3/1 c
12" -- 14"
3
3/8"
1/4!)
3/167
15 - 16"
4
3/8"
1/4o'
1/4"
18"
5
3/8„
1/4!'
1/4"
NOTES:
1. SEE PLANS AND SCHEDULE FOR BEAM & COLUMN SIZES AND
COLUMN ORIENTATION. A TRIANGLE AT THE END OF SINGLE
STEEL BEAMS & GIRDERS (►-- ) INDICATES RIGID CONNECTION
CENTERED ON COLUMN CENTERLINE U.N.O.
2. ABBREVATIONS: H -FL:-" HORIZONTAL COLUMN STIFFENER PLATES
CP . COMPLETE PENETRATION BUTT WELD
U.N.O.: UNLESS OTHERWISE NOTED
tw : BEAM WEB THICKNESS
3. H-F�' : U.N.O., HORIZONTAL & WEB CONNECTION PLATES SHALL BE
THE SAME GRADE MATERIALS AS THE CONNECTING BEAM. COLUMN
HORIZONTAL STIFFENER PLATES (H -FL) TO BE AS THICK AS THE
THICKEST BEAM FLANGE BEING RIGIDLY CONNECTED TO THE COLUMN
FLANGE PLUS /8. PLATES TO BE MINIMUM 1/2"
FL:1' THICKNESS t
SEE SCHEDULE FOR
FL;' AND NUMBER
OF BOLTS
BOLTS
3", AISC MIN.
i
i
WELD A
i
FOR COLUMN DEPTH UP TO 16", 5/8" THICK FOR DEPTHS t
IN EXCESS OF 16'. WHERE THE BEAM FLANGE THICKNESS EXCEEDS BEAM -A •
13/4" SUBMIT SPECIAL WELDING PROCEDURES FOR FLANGE & WEB
WELDINGS PRIOR TO PROCEEDING. ,
4. FILLET WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE
IS REQUIRED BY A.I.S.C. TABLE J2.4 '
BEAM -A z
11:
C.P. tc
w o
0 0
•5 O
ai W
5• WHERE DOUBLE ROW OF BOLTS ARE REQUIRED, USE MAXIMUM H -r °C
NUMBER POSSIBLE' IN FIRST ROW AND BALANCE IN SECOND ROW. WEB CONN. FL ' SEE NOTE #3
6. FULL ULTRASONIC INSPECTION SHALL BE PROVIDED ON ALL AS REQUIRED
COMPLETE PENETRATION GROOVE WELDS CONTAINED IN JOINTS AND
SPLICES (TESTED 100 PERCENT). '
31 MOMENT CONNECTION DETAILS
E111
ISNPLE BEAM CONN -Mmm" SCHEDJ.E
SHEAR FL' CONNECTION
MEMBER
(DEPTH)#
OF BOLTS
CONN
PL "t"
WELD
SIZE "A"
8" - 10"
2
3/8"
1/4!1
12 - 14'
3
3/8"
1/4!
15" - 16"
4
3/8„
1/4!1
19,
5
3/8»
1/4»
1/2" MAX (TYP)
W COL
DL^IVi VVnLRG
OCCURS
� E)rvdnH
BEAM TO COLUMN -FLANGE
( NOT AT SEISMIC FRAME )od
NI1Z!'dW
OF BOLTS N SEE SCHED.
4:-- OF BOLTS N SEE SCHED.----�
2" MIN. END DISTANCE
2"MIN. END DISTANCE
TYPICAL TYPICAL
if �[/
WELD A
SEE
CONNECTION FL t SCHED. � A
BEAM
BEAM WHERE
OCCURS �
SEE
SCHED.
BEAM TO WLUMN FLANGE O
EXTEND CONN.PLATE 1 /2" MAX
THRU COLUMN
„�,. �,,,,, /—SHEAR CONN.
1
v- d
COL.FLG
BETWEEN FL'
A & TO CONN. PL.
CONN. �? U
nc)
SEE SCHED.
COL. WEB 1 •FL> 1/2" AS REQ`D FOR
BEAM 21" AND LESS.
5" MAX OR 2.FL? 5/8" AS REQ`D
TO COL K FOR BEAM 24" AND LARGER.
3. LINE UP F W/EDGE OF COL.
FLANGE AND CLEAR THE k.
BEAM TO COLUMN WEB
�----- t BOLTS
N SEE SCHEDULE
2"MIN. END DISTANCE
TYPICAL
SEE PLAN FOR I FOR BEAM WEB 1/2" MAX (TYP.) ' 1 11/2" MIN (TYP.)
BEAM SIZE I SEE SCHED.
I GIRDER
• • BEAM --�
FOR NO. OF BOLTS, I
PLATE SIZE, ETC.
SEE CONN.SCHED. COLUMN SEE PLAN
NOTES: OR SCHED. FOR SIZE EXTEND CONN FL
1. USE LARGER PLATE AND WELDS AS MAY BE REQ'D. BY BEAM AT MOMENT FRAME
CONN. SCHED. OR BY AISC SPECIFICATION SECTION J2 WELDS. GIRDER
2. 2 SIDED CONN. SHOWN, ONE SIDED CONN. IS SIM'L.(CONN.
PLATE SHALL BE EXTENDED THRU COL FOR ONE SIDED CONN.)
0
4� BOLTS N SEE SCHEDULE BEAM TO TS COLUMN CO rm& BEAM O
;ONN. FL'
>EE SCHED.
SEE
SCHED.
• 1 SEE NOTES'
BEAM -SCHED.
A 1. FILLET WELD SIZE SHALL BE AS SHOWN UNLESS A GREATER
+ 'SIZE IS REQUIRED BY A.I.S.C. TABLE 1.17. 2A.
' C 3/8" STIFF FL THIS SIDE
CONN AT NON -MOMENT FRAME 2. ALL BOLTS ARE 3/470 (UNLESS NOTED OTHERWISE) AND ARE
GIRDER WHERE BEAM IS TO BEA 325 BOLTS.
SEE SCHED. 21" OR DEEPERNTYP UNO.
STIFFENER FL:1 THIS SIDE
GIRDER SAME THK AS BEAM CONN 3. DOUBLE ANGLES MAY BE SUBSTITUTED FOR CONNECTOR
FL:> AT MOMENT FRAME PLATES, PROVIDED THEY MEET OR EXCEED THE
NOTE: ONE SIDED CONN. OCCURS GIRDER. REQUIREMENTS OF THE A.I.S.C.
WHERE OPPOSITE BEAMS ARE 4 ACONNECTIONST MN
OFFSET BY 12" OR MORE. ALL 0 COLUMNS ALL CONNECTIONS AT
VIBRATION LOAD AREAS TO BE NON -SLIP (A325 -SC). ALL
ONE BIDE BEAM-CONNECTI(M nE OTHER CONECTIONS MAY BE BEARING TYPE (A325-N)UNO
S146
- SIMPLE BEAM CONNECTION DETAILS i ° ' 2
OWG� N0. 2495, SH EET 50 of 69 A�16 � � -
AS BUILT 10/19/98 �-�--
:��-riN � �tularua i,:sr�.., INC. .
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,n by
Print Dotes
10/23/98
S146
- SIMPLE BEAM CONNECTION DETAILS i ° ' 2
OWG� N0. 2495, SH EET 50 of 69 A�16 � � -
AS BUILT 10/19/98 �-�--
:��-riN � �tularua i,:sr�.., INC. .