15-442-003i
r"
N
O_
O
N
a
N
O
w
a
0
0
0
a�
a
U
c
a
CD
0
J
a
0
J
W
W
N
O
N
w
z
a
Z
M
O
r
g
rn
c
0
w
U
Q
J
CL
W
N
Z
N
Q
00
CL
0
J
O
0
v
i
U
A)
0
CL
V
O
N
i
N
U
A)
0
CL
i
N
Z
O
a
U
O
w
3
0
_I
N
O
w
a
z
u,
J
LL
3 SIDES
NOT USED
SCALE
NOTE: E.D. IN ANY DIRECTION TO
BE 4" MIN.
HSS COLUMN TO BASE PLATE /EXIST. HSS TUBE TO NEW HSS COL.
STEEL CONN. DETAIL
A
l-
EXIST. HSS BEAM (V.I.F.)
NEW HSS 4X2X1/4 COL.
HSS COLUMN TO EXIST HSS BEAM
STEEL CONN. DETAIL
6 "= 1'0" 1 200 1 SCALE
1/4" STEEL PLATE
[2] -3/8" DIA. HILTI KWIK BOLT 3
W/ 1 -5/8" EMBED. INTO CONC.
(CALL FOR INSPECTION PRIOR TO
WELDING)
HSS 4X2X1/4 COLUMN. SEE
PLAN
EXIST. HSS TUBE AT BASE TO BE
CUT AS REQUIRED, WELDED TO
NEW HSS COL. W/ CONTINUOUS
WELDS AS SHOWN.
EDGE OF EXIST. CONC SLAB
(V.I.F.)
NEW HSS 4X2
1/4" STEEL B
PLATE PLATE
EXIST. CONC.
SLAB (V.I.F.)
HSS COLUMN TO BASE PLATE /EXIST. HSS TUBE TO NEW HSS COL.
STEEL CONN. DETAIL
6 "= 1'0" 1 200 1 SCALE
--Jc
1
`,
6" = 1' - 0"
DRAWN
JCC
CHECKED BY
mom
EXIST. HSS TUBE AT BASE TO BE
CUT AS REQUIRED, WELDED TO
NEW HSS COL. W/ CONTINUOUS
WELDS AS SHOWN. SEE GENERAL
NOTE #12 ON SHEET 000
, A00011
ml�
0\\`41N
REVISIONS
WI t6,,P. E.
o tis rrr
No 3 3 s•�
ti� ;'rte
•��f��, =OVA, ��`���
DATE
10 -29 -2014
SCALE
6" = 1' - 0"
DRAWN
JCC
CHECKED BY
PROJECT
14-021
U
M'
-
J
FF--
W—
M .,.�
0 O
W
LL
Z-j��;
OW�Q...
W U~
W
Q
0-
d
a
F-d
Z)
U)
Z)
(n
0 `
Q
u
i
W
U
w
O
:N
.;�.
Q
a
t
J
o
w
w
W
N
ti
w
w
Lo
co
�(/JN(o
�z��
Z (D
F-
Z -
O >-
zLD
O
/ / / ��^
CL
3:
Z A
1
z
Q.
W
>
(0
Z N
L
N
cy).
z
W
r2
J
U
mmmmi
DATE
10 -29 -2014
SCALE
6" = 1' - 0"
DRAWN
JCC
CHECKED BY
PROJECT
14-021
0'A
s
DRAWING NO.
SD14 - 021 - 00
Y'1
SHEET
200
t