HomeMy WebLinkAboutS6-202-BRACED-FRAME-DETAILS-Rev.0�
1
r
- � PLATE TO HSS
I (916) ''... 1
2
3
7
8
9• 3 0•
COLUMN SIZE AND yyy fi" fi" 1" fi" fi" fi" fi" - P"
ORIENTATION VARIES � � � � � I I I�
\ ry�
. l�4 l.J i,�_ i�� t,,�� t iC,�.
CENTERLINEOFCOLUMN � ' �I �_I �_I �;_ �yl � I, C_I r\
�.....� ! - . - �
I�. :� �_� �;_ �-..; � I L�..I \
o\ I`,I I�I ij� t� i`� i� C 1 n,\
GUSSETPLATE «
2" THICK BASE PLATE PLATE TO BE
ASTMA5�2GR50Qy=50KS1) ,. COLUMNTO
..�5/16� BASEPLATE
PLAN VIEW
CENTERLINEOFCOLUMN �
STANDARD SIZE BOLT
HOLES.LOCATEPER
PLAN VIEW.
(1) PLi /4"x9"xi'-11 ". TACK
W ELD TO BOLTS AFTER
O O O O O O O GROUP IS SpUARED UP.
COLUMN PER PLAN. SIZE AND GUSSET TO
COLUMNAND
oR�ENTAT�oN�AR�Es �,4 BASEPLATE BOTTOM SETTING PLATES
.�� r HSS BRACE PER ELEVATION
WORKPOINT [ �:� � � �
�b 9�
� t � � CENTERLINEOFBRACE
\ r +:
r
y I �.� ALLFOUR
� - - � JOINTSBRACE
No ¢ 5116 Lw TOGUSSET
- �� � �� � - - - 1-1/P' DIAMETER ASTM A449 GR 105
� HEADED ANCHOR BOLTS. CAST-IN-PLACE.
\ __ _
� , ���z . _'� ` �".�- B .- C , ' % < ._ '�_ ---- 1/4"THICKSETTWGPLATESTOPANDBOTTOM.TOP
. o w � ( PLATE TO BE FLUSH WITH TICONRETE SLAB. TACK
w,. g - � WELDPLATESTOANCHORBOLTS.SEEABOVEFOR
^ �. � W a ' SETTING PLATE GWMETRIES.
' .. `�. o . ��. � r .'..
� `� -� �° �� '� ° GUSSETPLATEDIMENSIONS
GRID
� � LOCATION A B C Lb Lw
D 2 15-112" 20" 6" 9" 8"
PODIUM WLUMN AND CAPITAL � � ����� E 2 15-112" 20" 6" 9" 8"
� . G 3 18-1IY' 13" 7-1IY' 12" 11"
H 3 19" 7-i14" 2-i12" 11" 10"
NOTES:
S E CT I O N V I E W 1. GUSSET PLATES TO BE ASTM A572 GRADE 50 (fy = 50 KSI )
2.'B' DIMENSION IS MEASURED FROM FACE OF WEB OR
FACE OF COLUMN DEPENDING UPON ORIENTATION OF
COLUMN.
� BRACED FRAME COLUMN BASE PLATE
�Y I SCALE: 1"=1'-0"
NOTE: CONTINUOUS HSS BRACE . �.. � E TO HSS
NOT SHOWN FOR CLARRV. �5�18� �� , �
PLAN VIEW
CENTERLINE OF BRACE -�
1/P' PLATE FACH SIDE OF HSS. PLATE
TOBEASTMA5�2GRSO�fy=50K51). -
HSSBRACE ' �
�
H55 BRACE PER ELEVATION - � ''
/ FQ
-' e,
....� ........
" v.
— PLATE EACHSIDE OF HSS.
DONOTWELDTO
CONTINUOUS HSS BRACE.
/
� ,.,—
� B^
SECTION VIEW
RELEASED FOR CONSTRl1CTI0N
S�e;e�„o�om,,;a��e,;,ha„re9�,a,;a�= ED FRAME CONNECTION
of Sla�e antl Local Codes "
City of Carmel
a _ .w�,__, _:;l
W 8 DRAG STRUT PER PLAN �
WORKPOINT � -
CONNECTIONPEREi/56-401 �
I �
� ;
r
I}
BRACED FRAME BASE PLATE
CENTERLINE OF BRACE
HSS BRACE PER ELEVATION
3l8" GUSSET PLATE, TVP. PLATE TO
BE ASTM A5�2 GR 50 (fy=50 KSI).
�� �„S1P...� q \.....
i w
� �
.6 ERECTION BOLT, TYP.
p �� ryp W24 BEAM PER PLAN
.......41/4"TYP. r� I
1 , ,,
1 _1
I t _t
I V ;_l
6
MID-DEPTH OF BEAM
�
I • I
I ~
ALL FOUR
���- �� - — - JOINTS BRACE
. 51i6 1 TOGUSSET
GUSSETTO
...., 5/i6 BEAM,TVP_
............,
���:I _ GUSSETTO
5/i6 COLUMN,TVP.
BRACED FRAME CONNECTION
crnic- r�=r.n•
ALL FOUR �
JOINTS
BRACETO � � � �
GUSSET, 5116 10
TVP.
MID-DEPTH OF
DRAG STRUT �
1
/. CENTERLINE - —
CENTERLWEOFBRACE � . OFCOLUMN
H55 BRACE PER ELEVATION � y �
? �
SyP
3/8" GUSSET PLATE. PLATE TO BE �� �
ASTM A5]2 GR 50 (f�50 KSI). w' �
_-
W246EAMPERPLAN . �� �
MID-0EPTH OF BEAM
�
T CONNECTION SIMILAR TO E1/56-401.
PROVIDE TWO ROW S BOLTS AS SHOWN.
1' - 5" ] 114"
/ / W8 BEAM PER PLAN
3°
MID-0EPTH OF BEAM
(J O �
. ..�>„���\\+ \
� �
��Q
\
C B- u u
o u
o u i
— �
O O I
GUSSET TO
y�s BEAM,TVP.
� ALLFOUR
� JOINTS BRACE
916 ��15 TO GUSSET
HSS BRACE PER ELEVATION
y � CENTERLWEOFBRACE
,
� ALLFOUR
JOINTS BRACE
� 5/16 Lw TOGUSSET
GUSSET TO
5/i6 COLUMN,TVP_
GUSSET TO
��...5/16 BFAM.TVP.
WORK POINT
f� f�
�� o
O O
O O
O O
GUSSET PLATE DIMENSIONS �
GRID A B C Lb Lw
LOCATION
� ,z„ ZS„ 6„ 9„ a„
H 13" 13-i12" 2" 9" 8"
� BRACED FRAME CONNECTION
9
CONNECTION SIMILAR TO
E1IS6-401. PROVIDE TWO
ROWS OF BOLTS AS SHOWN.
W12COLUMN
CENTERLINE OF BRACED
FRAME EQUALLV SPACED
HSSBRACEPER BETWEENFRAMEWLUMNS �
ELEVATION, TVP_ �
I- CENTERLINE OF BRACE
,q,.
,
h,
lFo
_ ERECTION BOLT
�i m I C�
_
- — � 3/8" GUSSET PLATE CENTERED ON
2, P� 2, P BRACEDFRAME.PLATETOBEASTM
A5�2 GR 50 (fy = 50 K51).
WBDRAGSTRUTPERPLAN WORKPOINT I � GUSSETTO
Sli6� EMBEDPL
BRACED FRAME CONNECTION
�J ����r , _ , _�.
. CENTERLWEOFBRACED
FRAME EQUALLV SPACED
W24 BEAM PER PLAN I BETWEEN FRAME COLUMNS.
MID-0EPTH OF . �
DRAG STRUT — WORK POINT
� �
3 0 �/ /
GUSSET TO
EMBEDPL 5�16� � . 3/8"GUSSETPLATECENTEREDON
ALL FOUR � �
JOINTS
BRACETO
GUSSET, � Sli6l 10
TVP. �
5 ;'
CENTERLINE OF BRACE ' �S1Q' -�'�
� � �,
� BRACED FRAME CONNECTION
lA/ crnic.�•=rn•
DATE: OIIZZIZO
a v2� 2'. n v2�
�
0 0 � � � � �
` OOOOO : STANDARDSIZEBOLT
HOLES LOCATEPER
O OOOOOOOOOO PLAN VIEW.
\
O O O O O O Q
= OOOOQO ,,_�S,Q
� VOIDAREASTOBECUT
OUT OF PLATE.
TOP SETTING PLATE
(4) PLi/4"x3"x3'-4".TACK
W ELD TO BOLTS AFTER
GROUP IS SpUARED UP. �
4
\ �\
\
m `\
�\
.
\ \
CENTERLWEOFCOLUMN -
5
8. _ 4.
/
z. i._o. i._o. i._o. i._o. i._o. i._o. i._o. i._o. z.
.I' / / / / J' / / / /
� CENTERLWEOFBRACED
FRAMEEQUALLYSPACED �
� H55 BRHCE PER BETWEEN FRAME COLUMNS �
� ELEVATION,TVP. �
CENTERLINEOFBRACE � �� � - CENTERLINEOFBRACE
— i '�A
o-
4� ^
ALL FOUR � ' I..�
JOINTS
BRACETO � - � !%� (' 1/2"GUSSETPLATECENTEREDON
GUSSET, 5/i6 15 � BRACED FRAME PLATE TO BE ASTM
7VP � A5]2 GR 50 (fy = 50 KSI).
EMBEDPLATE� GUSSETTO
5/i6 EMBEDPL
� , .
\ �
WORKPOINT '
� HEADED STUD � PODIUM SLAB
z•-3•� z•-3•�
/ i� /
SECTION VIEW
CENTERLWEOFCOLUMN �
W14COLUMN -
CONNECTION SIMILAR TO Ei/S6a01
PROVIDE TWO ROWS BOLTS AS SHOW N
3"
CONTINUOUS H55 BRACE PER ELEVATION
ERECTION BOLT
�CE PER ELEVATION
� �
� � �
WORKPOINT -
W14COLUMN -_
1 f
GUSSETTO
COLUMN, - — �
TVP. Sli6
3l8" GUSSET PLATE. PLATE TO BE
ASTM A5�2 GR 50 (f�50 KSI).
BRACED FRAME CONNECTION
srnic. r=�•n•
BRACED FRAME. PLATE TO BEASTM
A5]2 GR 50 (fy = 50 KSI).
- - - - - - ERECTION BOLT
1P
y S�
HSS BRHCE PER
'�.. i ��� ELEVATION,TVP.
. . — CENTERLINE OF BRACE
February 1, 2019 - ISSUE FOR PERMIT
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♦ 1 V
WQ�i3LRE C2T
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76351nteractive Way
Suite 100
� Indianapolis, IN
46278
317.299.7500
FAX: 317.291.5805
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`�..Issuances:
Proi. No.: 077392
Date: 02I01119
A Sheet Name:
BRACEDFRAME
DETAILS
���'�� ''�
PLAN VIEW