D-1
C-5
D-5
G-5
C-9
D-9
G-9
B-2
B-11
G-12
H-12
A-11
A-2
A.0-11.4
A.4-11.2
A.2-15
A-4
MARKS
A.4-15
A-10
E-14
F-14
H-14
FLOOR
C
LCOLUMN
HSS POST SEE PLAN
PLATE " W/
STIFF./CONN.}"
4-"$ BOLTS
EACH SIDE
TYP.
S3.01
10'-0"
STAIR ROOF
TYP.
5
3-SIDES
S3.01
ROOF
PLATE " W/
4-"$ BOLTS
14'-0"
W12x40
W12x40
SEE SCHEDULE
W12x45
W12x40
COLUMN -
W12x40
5
W12x40
4TH FLOOR
14'-0"
DETAIL
4
S3.01
14'-0"
1'-8"
W12x40
W12x53
W12x65
W12x96
W12x53
C
L
W12x53
3RD FLOOR
CONNECTOR
VESTIBULE
T/STEEL
PARTIAL
PENETRATION
2ND FLOOR
75%
LOCATION
OF SPLICE
COLUMN FIELD SPLICE DETAIL
C
LCOLUMN
STIFF./CONN.}"
PARTIAL PENETRATION
C
LCOLUMN
NOTES:
BASE PLATE
SEE 1/S3.01
(U.N.O.)
SEE 1/S5.02
2'-0"
U.N.O.
1ST FLOOR
T/FTG.
16'-8"
12'-0"
W10x33
W10x68
W12x40
W12x40
4'-0"
T/STEEL
W10x33
CONNECTOR
1. SEE PLANS FOR STUB COLUMNS & COLUMNS NOT SHOWN.
SEE
2. SEE MOMENT FRAME ELEVATIONS FOR MOMENT FRAME COLUMN SIZES.
1/S5.02
C
L COLUMN
EACH SIDE
COLUMN-
TYP.
SEE SCHED.
P
L"w/4-"
TYP. EA.
FLANGE
Dia. BOLTS
GIRDER/BEAM
SEE PLAN
3-SIDES
dia. BOLTS
1.5 x ROD $
"C"
STIFFENER
COLUMN-SEE PLAN
AT END COL.
TO MATCH COL. WEB.
TYP.
OR SCHEDULE
3-SIDES
AT INTERMEDIATE COL.
EA. SIDE
"D2"
W3
C
L
"D1" "D1"
C
L COLUMN
C
L
"D1"
"D1"
"D1""D1"
TYP. EA.
STIFF./CONN.}"
EACH SIDE
W2
WEB ON WEB BEARING
STRONG AXIS
C
LCOLUMN
C
L
"C"
"D2"
"D2" "D2"
"B"
HOLE DIA.=
C
L BASE PL
& COLUMN
1.5 x ROD $
"C"
W2
1.5 x ROD $
C
L BASE PL
& COLUMN
"D2""D2"
PL 1" w/ 4-"
HOLE DIA.=
"B"
TYP.
C
L BASE PL
& COLUMN
"B"
HOLE DIA.=
C
LCOLUMN
FLANGE
COLUMN-
TYP.
TYPE I
SEE SCHED.
P
L"w/4-"
COLUMN
SIZE
BASE PLATE
ANCHOR RODS
TYPE I
I
TYPE I
II
WELDS
TYPE
No. DIA. EMBED.
D1
D2
7"
7"
W1
W2
W3
"
"
"
"
"
Dia. BOLTS
GIRDER/BEAM
18"
W12x40
1"
20"
20"
8"
8"
W12x53
1"
20"
20"
8"
8"
1"
12"
"
W12x65
1"
20"
20"
8"
8"
1"
12"
"
W12x96
2"
20"
20"
8"
8"
1"
12"
"
"
dia. BOLTS
12"
"
GROUT + BASE PLATE THICKNESS +
ANCHOR ROD DIA. + 2" MIN.
GROUT
(FLOWABLE)
1"
14"
14"
5"
5"
1"
12"
"
III
STIFFENERP
L EA. SIDE
TO MATCH COL. WEB.
5
TYP.
3-SIDES
OR SCHEDULE
AT END COL.
THREADED ANCHOR ROD PROJECTION=
DIA.
COLUMN-SEE PLAN
PERPENDICULAR WEB BEARING
BEAM TO COLUMN CONNECTION
FOR CONTINUOUS BEAMS
BASE PLATE & ANCHOR ROD SCHEDULE
SECTION-COLUMN BEARING ON
TRANSFER GIRDER/BEAM
HEADED ANCHOR RODS w/2 HEAVY HEX
NUTS & 2 " SQUARE PLATE WASHERS
(TYP.) WASHER SIDE DIMENSION=
2 x ROD DIA.
Nashville, TN 37203
615.244.7399 t
615.244.6697 f
lddi-architects.com
ATLANTA
NASHVILLE
TAMPA
REV
REV
REV
REV
REV
REV
14
71
01
Structural Design Group
220 Great Circle Road, Suite 106
Nashville, Tennessee 37228
p. 615.255.5537
f. 615.255.1486
SDG Project No. 2013-124.00
HCA Inc.
South State Street
Draper, Utah 84020
TITLE STEEL COLUMN SCHEDULE
AND DETAILS
STATUS PERMIT SET
AT INTERMEDIATE COL.
WEAK AXIS
1"
HSS5x5
W1
"A"
3-SIDES
PL 1" w/ 4-"
2"
EMBED.
STRUCTURAL DESIGN GROUP
17-JAN-2014 13:14
stuartd
S:\Sdg-dgn\Projects\2013\2013-124\cad\S301.dgn
12"
1"
SEE PLAN
TYP.
18"
1"
W10x33
209 10th Avenue South
Suite 327, Cummins Station
NON-MOMENT FRAME COLUMNS
JOB 213030.00
QC
DRAWN
JP
CSD
S 3.01
DATE 01/17/14
April 9 2014 - Original
C-1
H-3
Speci
al
t
y Cent
r
e
G-3
D-13
Lone Peak
C-13
THI
S DRAW I
NG I
S THE PROPERTY OF LYM AN DAVI
DSON DOOLEY I
NCORPORATED ARCHI
TECTS. I
TI
S NOT TO BE REPRODUCED I
N W HOLE OR I
N PART. I
TI
S NOT TO BE USED ON ANY OTHER PROJECT. I
T SHALL BE RETURNED UPON REQUEST. COPYRI
GHT AS DATED LYM AN DAVI
DSON DOOLEY. NOT VALI
D UNLESS SI
GNED AND SEALED.
COLUMN SCHEDULE
