HomeMy WebLinkAboutS-601 - TYPICAL STEEL FRAMING DETAILSVY' THICK STIFFENER PLATE EACH SIDE OF
BEAM W EB ALIGN W/ CL. OF COLUMN OR
COLUMN W EB. STIFFENER PLATE SHALL BE
USED FOR SHEAR CONNECTION FOR BEAM
IN XVERSE DIR. CONNECTION SHALL BE IAW
BEAM-TO-COLUMN TVPICAL CONNECTION.
1/2" THICK STIFFENER PLATE EACH SIDE
OF BEAM W EB ALIGN W I COLUMN
FLANGES. STIFFENER PLATE SHALL BE
USED FOR SHEAR CONNECTION FOR
BEAM IN XVERSE DIR. CONNECTION
SHALLBEIAW BEAM-TO-COWMN
TVPICAL CONNECTION
3/4"x12'x1•4•' CAP �
PLATEWI(4)-314•'
DIA. A325 BOLTS
COLUMNPER �
PLAN
FINISH END
TVP.
� 5/� 6 �
STRONG AXIS
;„ TYP. BEAM OVER COLUMN DETAIL
'..,, s�oi �' �.. _ �._o..
CJP-TYP. �
EA. SIDE
T&6
BFAM PER PLAN -
SHEARCONNECTIONPER �
TVPICAL BEAM-TO-GIRDER
SHEAR CONNECTION DETAIL
TYP. BEAM TO DEEP GIRDER
; ,5' MOMENT CONNECTION
��, ' ,.._,._o..
WELDACCESS
HOLES PER AISC
REQ'S
BEAM PER I
PLAN
GIRDER PER PLAN
3l4" CAP PLATE
W/(4)'3/4" DIA.
A325BOLTS
COLUMN PER PLAN
FINISH END
TVP.
5li 6
WEAK AXIS
i VY'TYPI.. ��.1/4"TYP
�_-_ _-_�
CJP TVP. EA.
PROVIDE A5�2 GRADE 50 PLATE, � - SIDE T& e
TV PICAL OF ALL MOMENT
CONNECTION CONTINUITV
PLATES
TYP. � I � ¢ � I �
3-EDGES 5��6� 0 �� I �
O � gt I� O
0 I I I I �
V2 FULL DEPTH O
EXTENDEDSHEAR I
PLATECONNECTION O I I I O
1"A490-NBOLTS � O I O
NUMBER TO MATCH
TYPICAL BEAM-TO- I
COLUMNSHEAR
CONNECTION DETAIL
BEAM PER PLAN �� BEAM PER PLAN
STEELCOLUMNPER W� N,=�P�p
PLAN/SCHEDULE �� 3-EDGESTYP.
TYP. BEAM-TO-COLUMN WEB MOMENT
;2 CONNECTION
�,.5.E0, ; ,.._,._Q..
PROVIDEA5�2GRADE50 -
PLATE, TVPICAL OF ALL
MOMENTCONNECTION �
CONTINUITY PLATES
BEAM PER PLAN
SHEAR CONNECTION PER
TVPICAL BEAM-TO-
COLUMNSHEAR
CONNECTION DETAIL
NOTE:
UNO ON PLANS, PROVIDE EDGE ANGLE OR BENT PCS
AS FOLLOW S W ITH LEG HEIGHT TO MATCH SLAB DEPTH AND
W IDTH TO PROVIDE 2" MIN LAP ONTO BEAM FLANGE.
.,�., PLATHANGLE WELDMENTTOP&BOTTOM
THICKNESS
4•'<•'C•'<8" 1/4" 3/1fi 2"AT12"
3/16 3/16
2•AT1P
8< C'<10" 5/i 6" 1/4 2" AT 12•'
10 < C"<12" 3/8" 916' Y' AT 1 Y'
12"<•'C"<18" 1/Y' 916" Y' AT 8•'
#4 CONT. - �
CONT.SLAB
EDGE ANGLE OR
BENT PL SEE
SCHED. �
SEE �SCHED.
� FULL DEPTH OF SLAB
ON TOP OF GIRDER
i 3. 0.
#4 BAR AT 12" O.C. -
STD.
SEE PLAN FOR
_ r 'T'-TOTALSLAB
I �� - = THICKNESS
- CHAIR
- SEE PLAN FOR GIRDER,
STUDS 8 DECK (OMIT STUDS
IF NOT INDICATED ON PLANS)
� , TYP. EDGE-OF-SLAB
��.... s�oi :; �.. _ �._o..
NOTE:
UNO ON PLANS, PROVIDE EDGE ANGLE OR BENT PL'S
AS FOLLOWS W ITH LEG HEIGHT TO MATCH SLAB DEPTH AND
W IDTH TO PROVIDE Y' MM LAP ONTO BEAM FLANGE.
"C" P�ATE WELDMENTTOPBBOTTOM
THICKNE55
3/i6" 3/i6"Y'AT1Y'
q"G'p"<8" 1/4" 31�6"2•'AT�2•'
8•'<•'C"<10" 51i6" 1/4"Y'AT1Y'
10<C<1P' 3/8" 5/162"AT12"
12 < C<18" VY' 916 2" AT 8•'
18 < C'<24" SIS" 916' 2" AT 6"
(� ��
.�. _
SEE ►
PLAN '
CONT.BENT � � � 3/i6"
PLATE '
ww � �
w� 0
m
IIO
3/i6• 2" IO
SEESCHED.
ROOF DRAIN SEE OVERFLOW DRAIN SEE
PLUMBING DRAWINGS FOR PLUMBING DRAWINGS FOR
OPENMG SIZE AND OPENING SIZEAND LOCATION
LOCATION
�
�
f "�"' � .
�_ "_
ii
p
%
SUPPORTANGLE L4x4x1/4
TVPICAL EACH SIDE
3', ROOF DRAIN FRAMING
'...... SE01 :' 3/4•• = 1• �••
, L21/2x21/2x1/4
JOIST/ �� `NELDEDTODECKFOR
BEAM OPENINGS 1'-0" OR LESS
��
U� 1'-0" MAX. ,� . AISC MIN.
o d �' WELD
w /
E
� JO�� _a�crl ',. � P�G
L4x4x1/4
(TYP )
OA
FNNc
s�2F
� S�� o� ep � �Q\F
qAY/ t
ti � P o
cpQ�����P�S
� �� G� �'C�6
�r! � �O
� �
� -
� ��
a�st���PM� �
�4Q�..�� II/
� � � �� LFRAMER Q'DFORALL
OPENINGS GREATER THAN
1'-0" AND AT ROOF DRAINS
SEE PLAN FOR NOTES:
BFAMSANDDECK 1. PROVIDEAFRAMEAROUNDALLOPENMGSWITHANVDIMENSION1P'ORLARGER.
VERIFV SIZE AND LOCATION OF OPENINGS W ITH THE VARIOUS TRADES.
2. PROVIDESTEELFRAMEAROUNDTHEGROUPOFANVPNOORMOREPIPE
PENETRATIONS W ITH LESS THAN 1 P' CLEAR BETW EEN THE PENETRATIONS. VERIFV
SIZE AND LOCATION OF THE PENETRATIONS W ITH THE VARIOUS TRADES.
4 , TYP. ROOF FRAME
'.... SE01 i 3/4•• = 1• �••
e , TYP. EDGE-OF-DECK
��, ; ,..=,._o..
CJP TVP. EA.
SIDE T 8 B
�M PER PLAN
NOTE:
UNOON PLANS, PROVIDE EDGE ANGLE OR BENT PL'S
AS FOLLOWS WITH LEG HEIGHTTO MATCH SLAB DEPTHAND
W IDTH TO PROVIDE P' MIN LAP ONTO BEAM FLANGE.
"C" P�ATE WELDMENTTOP&BOTTOM
THICKNESS
<4" 3/i6" 3/i6"Y'AT1Y'
8° �p"<8" 1/4" 31�6"2•'AT�2•'
�C•'QO" 5/i6" �l4"2•'AT�2•'
10"<"C"<1P' 3I8" 5/16"2•' AT 1P'
iP'<•'C"<18" 1/2" 5/i6•'2•'ATB•'
18"<•'C"<24" SIS" 5/i 6•' 2•' AT 6•'
� � � ....... w w=iPl2
COLUMNPERPLAN �� v µ, 3-EDGESTYP.
TYP. BEAM-TO-COLUMN FLANGE FR MOMENT
,3 CONNECTION
`. S�E01 ,' 1•• = 1• �••
CJP-TVP.
EA. SIDE
T&B
�
�
- WELDACCESS
HOLES PER AISC
REQ'S
0
0
O
O
0
SHEAR CONNECTION PER -
TVPICAL BEAM-TO-GIRDER
SHEAR CONNECTION DETAIL
RELEASED FOR CONSTRl1CTI0N
Su6jec� �o compliance with all regula�ions
of Sla�e antl Local Codes
City of Carmel
�i
`��¢m�' lamn�Ml1 �
onrE: 09/19/19
1/2" THICK STIFFENER PLATE EACH SIDE OF
� BEAM W EB ALIGN W/ CL OF COLUMN OR
- � 3 SIDES TVP COWMN WE6. STIFFENER PLATE SHALL BE �
� y�s USED FOR SHEAR CONNECTION FOR BEAM 3 SIDES TVP
. IN XVERSE DIR. CONNECTION SHALL BE IAW y�s
. . BEAM-TO-COWMNTVPICALCONNECTION. , .
6VP`{f II ��6VP'
O
0
0
�� BEAM PER PLAN
GIRDER PER PLAN
TYP. BEAM TO SHALLOW GIRDER
,4 MOMENT CONNECTION
SE01,' 1••=1•�••
.�.
sEE-
PLAN ' �
CONT. BENT PL � � - -- SEE SCHED.
SEESCHED '
a ' �, ,
w
ti
�
9 , TYP. EDGE-OF-DECK
'�.... SE01 :: �.. _ �. Q..
LAP CONC. REINE 24" MIN.
COMPOSITE SLAB, �
SEE PLAN
� PROVIDE WOOD BLOCKING AT
POUR STOP. ALLOW CONC.
REMF TO PASS BV (THROUGH)
BLOCKING TO PROVIDE
ADEQUATE REINFORCING LAP.
REMOVE BLOCKING PRIOR TO
SUBSE�UENTCONCRETEPOUR.
5, TYP. CONSTRUCTION JT AT COMP DECK
'...... SE01 :�' 3.. _ �. Q..
CORNERCOLUMN
T• � SLAB EDGE
1 #4 (1' CLEAR FROM 1g"
TOPOFSLAB) 24���24"
#4 x 4• 0" (1" CLEAR
FROM TOP OF SLAB)
EXTERIOR COLUMN
,o , TYP. ELEVATED SLAB REINF.
��, „z.._,._o..
#4 x 4'-0" (1" CLEAR
FROM TOP OF SLAB)
INTERIOR COLUMN
/ '- SLAB EDGE
- #4 (1" CLEAR FROM 36"
TOP OF SLAB)
� 36•
- #4 x 4'-0" (�"CLFAR
FROM TOP OF SLAB)
NOTE:
UNOON PLANS, PROVIDE EDGE ANGLE OR BENT PL'S
AS FOLLOWS WITH LEG HEIGHTTO MATCH SLAB DEPTHAND
W IDTH TO PROVIDE P' MM LAP ONTO BEAM FLANGE.
„�„ PLATEIANGLE WELDMENTTOPBBOTTOM
THICKNESS
3/i6" 3/i6•'2•'AT12•'
8< C"<8" 1/4" 3/16" 2•' AT 12"
�'�'C"<10" 916" �l4"2•'AT�2•'
10"<'C"<1Y' 3/8" 5/16" Y' AT 1P'
1Y'<'C"<18" 1/2" 51i6"Y'AT 8•'
i!4 CONT.
CONT.SLAB
EDGEANGLEOR
BENT PL SEE
SCHED. -
SEE
SCHED.
i�� - MTERMITTENT
I CELL CLOSURE
I ' #4 BAR AT 12" O.C. 3•_�•�
STD.
� SEE PLAN FOR
.-�- r 'T'-TOTAL
�_ SLABTHICKNESS
- SEE PLAN FOR BEAM, STUDS 8
DECK (OMIT STUDS IF NOT
INDICATED ON PLANS)
s , TYP. EDGE-OF-SLAB
SE01 :' 1•• - �• �••
A325 BOLT SCHEDULE FOR
SINGLE SHEAR PLATE CONNECTIONS
END REACTION NO.OF TOTAL NO.
BOLT LINES OF BOLTS
Olhru 82 kips 2 2 3/4" DIA
82lhru �8.3 kips 3 3- 3/4" DIA
�8.3Ihm 28.� kips 4 4- 3/4" DIA.
28.� Ihru 38.3 kips 5 5- 3/4" DIA.
36.3Ihru 46.3 kips 6 6- 3/4" DIA.
46.3 �hm 56.4 kips � �- 3/4" DIA.
NOTES:
1. VAWESSHOWNAREAPPLICABLEFORSINGLESHEARPLATE
CONNECTIONS
2. SEE PLAN FOR END REACTIONS
3- ALL PLATES SHALL BE 3I8" THICK (UNO)
4. NUMBER OF FASTENERS FOR LOADS GREATER THAN 564 KIPS
SHALL BE BV STEEL SUPPLIER.
3 L1 1/2"
�I
1 - ^
��� � _ M
5/16• �
� -� �� � ' NO.OF BOLT LINES,
SEESCHEDULE
- 3/8" PLATE
A325 BOLT SCHEDULE FOR
DOUBLE ANGLE CONNECTIONS
ENDREACTION NO.OF TOTALNO. TOTALLENGTH
BOLTLINES OFBOLTS OFANGLE
0 �hru 3�.1 kips p 4- 3/4" DIA. 6"
3�.i lhm 55] kips 3 6-3/4" DIA. g^
55 ] Ihru ]42 kips 4 8- 3/4" DIA. � y�
]4 21hru 92.8 kips 5 10- 3/4" DIA. 15"
92.S�hru111kips 6 123/4"DIA. �g^
NOTES:
1. SEE PLAN FOR END REACTIONS
2. BOLT PITCH 3", VERTICAL EDGE DIST. 1 VY' (UNO)
3. VALUESSHOWNAREAPPLICABLETODBLANGLE
CONNECTIONS (W HERE DESIGNATED)
4. ALL ANGLES SHALL BE L3X3X3/8 (UNO)
y
� w
�p '' a
� p' >
� NOTE: FABRICATOR MAY ADJUST
�
5I16"- -
N�
� NO.OFBOLTLINES,
SEESCHEDULE
;', STEEL BEAM CONNECTION SCHEDULE
�..... S�E01 :' 3/4••= 1• �••
SINGLE SHEAR PLATE BEAM CONNECTION SCHEDULE
(SHOP WELDED, FIELD BOLTED)
BEAMSRE NO.OF 3/4" THRU-PLATE FILLET MAXIMUM �ENGTH
(SEE PLAN) DIA. A325-N THICKNESS WELD SIZE ALLOWABLE END �L), In.
BOLTS (38 KSI), in. (E10XX), in. RFACTION, KIPS
W 8, W 10 2 5116" 1l4" 8 2 8
W12.W14 3 3/8" 1/4" 16.3 9
Wi6.W18 4 3/8" 1/4" 26.1 12
W21 5 3/8" 5/i6" 36.3 15
W24 6 3/8" 5/16" 46.3 18
W2] 7 3/8" 5/16" 564 21
�3•� ,.�1/2"
SEE NOTE 1 - SEE NOTE 3
�
NOTES:
1. USE THRU PLATE AT STEEL TUBE OR PIPE COLUMNS FOR BEAMS W21 AND
LARGER.
2 FORBEAMSW300RLARGER,FABRICATORSHALLDESIGNTHESHEAR
CONNECTION BASED ON THE REACTION SHOW N ON THE PLAN.
3. SEESCHEDULEABOVEFORNUMBEROFBOLTS(3"GA).
. . 1/4" CAP PLATE
t�.. TISTEELEL.
� SEE PLAN
I
STEELBEAM, ' HSSCOLUMN,
SEE PLAN SEE PLAN
(NON-MOMENT CONN)
2 BEAM-TO-COLUMN SCHEDULE
�..... S�E01 ' 3/4•• = 1• �••
ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZP Investments, LLC
11460 N Meridian Street
Carmel, IN 46032
317-705-5050
Architect
RATIO
101 South Pennsylvania Street
Indianapolis, Indiana 46204
3 � 7-633�040
Structural Engineer
CE Solutions, Inc.
10 Shoshone Drive
Carmel, IN 46032
317324-6024
Mechanical / Electrical Engineer
Heapy Engineering
3850 Priority Way S. Dr #204
Indianapolis, IN 46240
317-571-8795
Civil Engineer
Civil & Environmental Consultants, Inc.
530 East Ohio Street G
Indianapolis, IN 46204
371-655-7777
SEAL�DATE 06/2�/�9
OpVI� Tq`
��1`�Q o\'siF f !�9
*/ No �,*z
.a ,PE�990��9%• ¢ a -
'D�� STAiE OF � W ..
W�
F S/ONAI E�' :, � �.
F aG� �
ninn�e� � ��..
. �
SHEETISSUE
1 Issued for Construction
r�, RAT I O
mww�rrvonce rxisaaa�rt¢cruauarvc �n�w�urv� caaww� is�rv�n w corvrm�nce
eeusrc orv�r auasunrv..o mewaru�r�u.wi.x anno,wcxnres. irvc rvo omrx
W Ef.199ENINAION OP f.pPI1GIIlON WYFEA4V.E W PHOOi PPIOP W PIIIEN fqN9ENi OF Wi10
weqFiuuraesea,ec.
PROJECT NO 18087.001
SHEET TITLE
TYPICAL STEEL
FRAMING DETAILS
SHEETNUMBER
S-601
..JR
BEAMS 8 DECK