HomeMy WebLinkAboutS-011 - STEEL FRAMING TYPICAL DETAILSE
m
A6I2 Gr 60 STRAP PLATE W/ MIN
CROSS SECTION AREA E�UAL TO THE
BEAM FLANGE, LENGTH OF PLATE AS
REQ'D TO DEVELOP FILLET WELD
SIZE W ELD TO
DEVELOP
STRENGTH OF
BEAM FLANGE
sc eo�rs
TVP
TYPICAL BEAM TO BEAM MOMENT
20 CONNECTION
SCALE: 1" = 1'-0"
---VY SETBACK
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ST� AISC E�GE SHEAR CONNECTION, UNO
DISTANCE,TVP �'
SINGLE SHEAR PLATE OPTION
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ww
a = z .., 1/2" SETBACK
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� 2L4x31/2UN0
(3/8" MIN THICKNESS UNO)
DOUBLE ANGLE OPTION
TYPICAL BEAM TO BEAM SHEAR
1 � CONNECTION
SCALE 3l4" = 1'-0"
x•
ve^
TVP
1 /8" � 'P' (LOAD)
0
STD SHEAR CONN —
PER AISC (3I8" MIN
THICKNESS, UNO)
COL, REF PLAN
TYPICAL WF BEAM TO HSS COLUMN
16 TYPICA�L BEAM TO BEAM SHEAR CONNECTION �I � CONNECTION - SINGLE SHEAR PLATE
�
T&B
REF Pl
TO STE
EA SIDE �
1 /4
GIRDER DEPTH = BEAM DEPTH
REF PLAN
TO STEEL
3 SIDES I
il4 I
GIRDER DEPTH > BEAM DEPTH
TYPICAL HSS BEAM TO GIRDER
15 CONNECTION
SCALE 3l4" = 1'-0"
eOLTS P
LIGHT M
TVP
.a......� �wiaxo 1/8" 8 irr
3/i6 � 1 I
X' 1/8" 6 1
NOTES: A A � L3x3x1/4, TVP OF 4 I
TYP � �
1. WHENDIM'X'ISLESSTHAN6"EXTENDWT4x5TOTHE 31i6
NEXT ADJACENT JOIST PANEL POMT ON LEFT.
LOAD IN EXCESS OF 300 LBS �
BUT LESS THAN 500 LBS ceiuNc uNe �- �� i oF a-aia^m rHRenoeo Roos, ELEVATION PLAN SECTION
BOLT TO ANGLE ABOVE
TYPICAL STEEL JOIST WITH
1 O CONCENTRATED LOAD � 4 TYP3CAL� LIGHT SUPPORT - JOIST � O TYPICA�L COLUMN SPLICE - HSS COLUMN
U
1"
�TVP
1"
y!L- �__�_ -_
"-c
REF PLAN
FOR SIZE
REF PLAN
FOR SIZE
Li 1 /2x1 1 /2x1 /8 � EA
JOIST BRG A; TERNATE
EA SIDE OF BEAM
(EXCEPTAT
OPENINGS)
RELEASED FOR CONSTRl1CTI0N
Su6jec��ocompliancewithallregula�ions ONNECTION AT
of Sla�e antl Local Codes
CityofCarmel BEAM
�i
`��¢m�' lamn�Ml1 �
onrE: 11 /19/19
REF PLAN
REF PLAN REF PLAN
/
�
3/i6 � JOIST, REF PLAN
TYP
3/i6
—LSx3xil4�LLV) SHIPHEADERANGLES
ANGLEFRAME LOOSEFIELDCUTAND
INSTALL TO SUIT SIZE
AND LOCATION OF
OPENING
13 TYPICAL ROOF OPENING
SCALE: 1"= 1'-0"
O
REF PLAN
TO STEEL
ERECTIONCLIPAT �� I � COL,REFPLAN
CONTRACTOR'SOPTION, i
REMOVE AFTER CONN IS
COMPLETE 1J�
TYPICAL HSS BEAM TO COLUMN CONN
COLUMN WIDTH > BEAM WIDTH
11 S�A�E ,�-, o�
FP
CONT HSS 2 1/2x2 1/2x3/i 6
RE��TO METAL
DECK /
1"x1" BACKER BAR
CUT TO FlT AT
COLUMN
CORNERSTACKIN
PLACE
METAL DECK
.-' REFPLAN
I � � � �
— HSS2 V2x2 V2x31i6
BETW EEN JOISTS AS REQD
TO SUPPORT DECK
- REF PLAN FOR SIZE
TYPICAL DECK SUPPORT AT
9 CHANGE IN DECK SPAN DIRECTION
SCALE: 3/4" = 1'-0"
COL WHERE
CONTINUES
ABOVE
COLSIZEPER -
PLAN OR SCHED
BEAM
SIZE PER
PLAN
�
O
�
— 3I8" MM THRU
PLATE CONN
TVP
TYPICAL THROUGH PLATE AT
8 COLUMN CONNECTION
SCALE: 1" = 1'-0"
T&B
RE
rc
EA :
ERI
CONTRACTOR'SOPTION.
REMOVEAFTERCONNIS
COMPLETE
COL, REF PLAN
TYPICAL HSS BEAM TO COLUMN CONN
4 COLUMN WIDTH = BEAM WIDTH
SCALE: 1"= 1'-0"
2VY�. E� E� ,2V2" 2VY�. ,2V2"
� 'fi i i i�' *i i�A .. ..
�J �J �J 0 � O O 0 " � 0 0
m N �0 m N J�O m �
.I 0 0 0 0 I O O 0 �I 0 0
, � D I �
N D N
SECTION A-A SECTION A-A SECTION A-A
AT BRACE 8-BOLT PATTERN 4-BOLT PATTERN
CLCOL
tttY YLH
TO STEE
TYPICAL BEAM CONNECTION
7 AT TUBE COLUMN CAP PLATE
SCALE 3l4" = 1'-0"
TE (CAP PL
_ W IDTH +1")
COWMN,
SEE PLAN
PLATE W / (4) 3/4"O —
A325BOLTS
V2" STIFFENER PLATE
EA SIDE, TVP (4 TOTAL)
%� , �4 V
�
. EXTENDER PLATE
THICKNESS TO MATCH
BEAM FLANGE
— BEAM,REF
SCHED
TYP
TYPICAL TRANSFER COLUMN BASE PLATE
6 COLUMN PERPENDICULAR TO BEAM FLANGE
SCALE: 1" = 1'-0"
1/�
TVP
1I8 1
i6 4
SPACER PLATE WELDED
TO ANGLES TOP, BOT,
AND MID-SPAN
L6x6xV2x0'3" LOCATE
BEARING ANGLE OVER
PANEL POMT
PL3/4x4x0'-6" W/ �
2-3/4"OBOLTS .
L3 1 /2x 3 1 /2x1 /4
MECH UNIT
TS 3x3x1/4"
98"0 THREADED RODS WI 1/4"x 3"
SQ PL WASHER TOP AND BOT
REF PLAN
NOTES:
1. MAXIMUMLOADONEACHDOUBLEANGLESUPPORT=500LB.
VERIFV SRE AND LOCATION W ITH MECH CONTRACTOR.
5 TYPICAL HANGING MECHANICAL UNIT
SCALE: 3/4" = 1'-0"
A A
� � — COWMN,
SEE PLAN
S116
REF SCHED FOR ANCHOR
iBOLT DETAIL
u "
w
�
TO FTG OR
� PILASTER
. 1 12' GROUT PA� TYP
- , ��.�, 2"GROUTPADATLATERAL
. �� COLUMNS.PROVIDESHIMS
- ' ' - . , ORLEVELINGNUTSAS
�-� REaoFOREREcrioN
3 TYPICAL BASE PLATE
SCALE 3l4" = 1'-0"
0
— V2" PLATE
REF PLAN
ROOF
2 TYPICAL COLUMN CAP AT ROOF
SCALE: 1"= 1'-0"
HANGERSPACING ��
RER NOTE 1
I JOIST SPACWG, REF PLAN I
______________k_ k____
HANG CONCENTRICALLV ���
HANGING —
SVSTEM
� �1;
�..._:
PIPE SIZE �- I REF NOTE4 I� �
' NOTES: PERMECH �
� STEEL JOIST, �' PIPING GREATER THAN 4"0 SHALL BE HUNG FROM A MINIMUM OF TWO JOISTS FOR
REFPLAN PIPINGRUNNINGPARALLELTOJOIST.HANGERSSHALLBESPACEDATAMAXIMUM
OF 12'-0"
2 PIPINGRUNNINGNORMALTOJOISTSHALLBESUPPORTEDFROMALTERNATEJOIST
AND SUPPORTS FOR ADJACENT PIPES SHALL 8E STAGGERED.
3. PIPING SHALL BE HUNG CONCENTRICALLV FROM THE BOTTOM CHORD OR WITH
'C CLAMPS FROM THE TOP CHORD, OR FROM AUXILIARV STEELSPANNING BETWEEN
PNO JOISTS. HANGERS SHALL BE PLACED AT JOIST PANEL POINTS.
4. PIPINGSHALLBEPLACEDAPARTNOCLOSERTHANMTHEFOLLOWINGTABLE'.
PIPESIZE MINSPACING
i6" 5'-0"
14" 4 0"
12" 4 0"
10" 3'-0"
8. 2. o.
6. ,..o.
1 TYPICAL PIPE HANGING CONNECTION
SCALE: 3/4" = 1'-0"
2218 BRVAN STREET, SUITE 200
DALLAS.TX ]5201
www.perklruwill.com
CONSULTANTS
ava
AMERICAN STRUCTUREPOINT INC.
]2fi0 SHADELAND STATION
INDIANAPOLIS. IN a62%
STRUCTURAL
STANTEC
6080 TENNYSON PARKWAY, SUITE 200
PLANO, TX ]fi0248003
MEP
SW ASSOCIATES
1I00 PACIRC AVE, SUITE 2100
DALLAS. TX ]5201
LANOSCAPING
AMERICAN STRUCTUREPOINT INC.
]260 SHADEIAND STATION
INDIANAPOLIS, IN 4625G
F00� SERVIGE
BOSMA DESIGN SOLUTIONS, INC.
ssai �oNc PRniRiE Ro. suirE im-�s�
FLOWER MOUND, T%]5022
GONTRAGTOR
MEYER NAJEM
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FACILITY:
o INDIANAPOLIS
� REHABILITATION
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� PENNSYLVANIASTAND
� CITYCENTERDR
F CARMEL, INDIANA46033
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� DEVELOPER:
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� WB DEVELOPMENT
o PARTNERS
LL 4441 WAIRPORT
j FREEWAY, SUITE 330
N IRVING, TX 75062
— KEYPLAN
ISSUE CHART
MARK ISSUE �ATE
JOBNUMBER 2221.101.86
ORAWN AM
CHECKE� RZ
APPROVEO AM
TITLE
STEEL FRAMING
TYPICAL DETAILS
SHEETNUMBER
S-011
PL3I4x20x1'-8"
CL OF ROD & L6x3 V2x3/8
(LLV) ABOVE
L3x3xi14 FRAME TO
L6x3 1/2x3/8(LLV)
BEVOND,TYP
VP
REF PLAN
TO STEEL
�v�n�e Hrva�e aneAR
CONN TYPICAL UNO
PLAN DETAIL'A'
REFPLAN
' •P'ILOAD) � �
,x, Lixixi/BEASIDEOFWEB
. . WHENDIM'X'EXCEED56"
LOAD IN EXCESS OF 50 LBS
BUT LESS THAN 300 LBS