HomeMy WebLinkAboutB13-0552 B14-0032 REV10 plans APPROVED52143
B
GG
6 7 8
H
HSS8x6x1/2
BP8
22
k
W1
0
x
7
7
13
k
HS
S
1
0
x
1
0
x
1
/
2
10
k
9k
HS
S
1
0
x
8
x
3
/
8
9k
HS
S
1
0
x
4
x
1
/
4
W1
4
x
3
4
22
k
47
k
W1
8
x
1
3
0
HSS10x8x3/8
HSS10x8x3/8
HSS10x4x3/16
8k HSS10x8x3/8 8k
9k HSS10x8x3/8 9k
8k HSS10x8x3/8 8k
8k HSS10x8x3/8 8k
HSS10x8x3/8
HSS10x4x3/16
HSS6x4x1/4
HSS6x4x1/4
HSS10x4x3/16
HSS10x4x3/16
HSS10x4x3/16
HSS10x4x3/16
HS
S
6
x
4
x
1
/
4
HS
S
1
0
x
4
x
1
/
4
HS
S
1
0
x
4
x
1
/
4
HSS10x4x1/4
HSS6x4x1/4
HSS10x8x3/8
9k HSS10x8x3/8 9k
HSS10x8x3/8
9k HSS10x8x3/8 9k HSS10x4x3/16
HSS10x4x3/16
E
HSS6x6x1/4
HDG - BP2
HS
S
6
x
4
x
1
/
4
HS
S
6
x
4
x
1
/
4
HS
S
6
x
4
x
1
/
4
99'-3"
1.
5
V
L
I
5
V
D
1.5VL3A
9k
9k
HS
S
1
0
x
8
x
3
/
8
9k
9k
HS
S
1
0
x
8
x
3
/
8
HS
S
1
0
x
4
x
1
/
4
102'-9"
C
F
A
21
k
1.5VL3A
1.
5
V
L
3
A
99
'
-
3
"
13'-11" 6'-8 1/2" 15'-10 1/2" 21'-10 1/2" 26'-9" 6'-0" 16'-3"
31
'
-
1
1
1
/
2
"
23
'
-
6
"
9'
-
1
1
"
11
'
-
9
1
/
2
"
26
'
-
2
1
/
2
"
15
'
-
1
0
"
9'-
4
"
11
S330
7
S310
W1
4
x
2
6
9k 9k
DN
UP
SOG8A
SEE ARCH
UP
9
S550
5'-5" 5'-1" 5'-1" 1'-10" 3'-11 1/2" 4'-1 1/2" 1'-3"
8
S503
8
S531
1'-0"
3'
-
2
"
4'
-
0
"
4'
-
0
"
4'
-
0
"
3'
-
1
1
3
/
4
"
3'
-
5
"
3'
-
0
1
/
4
"
1'-
3
3
/
4
"
3'
-
8
"
5'-
2
"
5'
-
2
"
5'
-
2
"
4'
-
4
"
0"
5'
-
1
1
"
HSS6x4x1/4
BP1
10
'
-
5
"
S530
8 TYP
3
S530
12
S550
1
S211
B/
D
E
C
K
=
98
'
-
7
1
/
2
"
HSS10x8x3/8
HSS10x8x3/8
HS
S
1
0
x
4
x
1
/
4
HS
S
1
0
x
4
x
1
/
4
S530
8 TYP
6
S530
SOG4A
6
S531
HSS10x4x1/4
HSS10x4x1/4
HS
S
1
0
x
4
x
1
/
4
EQ EQ EQ
S531
5 TYP
CONCRETE PAN STAIR WITH STL
STRINGERS BY STAIR SUPPLIER.
SEE ARCH FOR ADDNL INFO
CONCRETE PAN STAIR WITH STEEL
CHANNEL STRINGERS BY CONTR.
SEE ARCH FOR ADDNL INFO
8
S310
S531
5
S313
4
6
S321
TYP AT MTL DECK
TO CONC WALL
HSS10x4x3/16
5'-11 1/4"
8k
8k
8k
8k
HS
S
1
0
x
4
x
1
/
4
HSS10x4x1/4
HSS6x6x1/2
9k HSS10x8x3/8 9k
HSS6x6x1/2
8
S502
12
S320
TYP
HSS TO CONC WALL
7
S502
TYP HSS
TO WF
3
S503
2
S501
DO NOT REMOVE DECK UNTIL
CONCRETE HAS REACHED 75% f'c.
PROVIDE TRIM REINF FOR OPENING
"10" OR LESS" PER TYP
GRID 2 AND 4
/5 S531
10
S312
7
S532
2"
2"
6'
-
8
1
/
4
"
S330
2
HS
S
1
0
x
4
x
1
/
4
6
S531
TYP
NOTCH SLAB EDGE
AT HANDRAIL
HSS10x4x3/16
18
k
16
k
EQ
EQ
EQ
11
S320
SIM
SIM
8k
2
S501
S531
5TYP
7k
7k
7k 7k
W1
4
x
2
6
CONT W10 TO ALLOW
FOR TYP HSS TO WF
CONN PER /7 S502 9"
5'-
1
0
1
/
4
"
5'
-
1
1
/
2
"
6" TYP
6'
-
0
1
/
4
"
5'-
8
3
/
4
"
5'-
8
3
/
4
"
6'
-
0
1
/
4
"
VA
R
I
E
S
,
S
E
E
A
R
C
H
1
S322
7
S502
SEE S101 FOR
FOOTING BEYOND
SEE S101 FOR
FOOTING BEYOND
1
S503
3"
4'-8"
HSS10x4x3/16
3'-
2
"
3'
-
2
"
3'
-
7
"
8"
END PLATE
11
k
TYP
10
"
END
PL
5"
2"
4"
3'-8 1/2"
HS
S
1
0
x
4
x
1
/
4
7k
7k
1
1
5'
-
6
"
S530
9
6
S531
1
1
TYP
STEEL WALLS BY WATER
FEATURE SUPPLIER
1"
W
E
S
T
9
S502
HSS6x6x1/4
BP1
1
CO
L
C
L
3
S503
1
HSS4x6x1/4
2
S502 1
2
S502
1
9
S503
3
S322
1
9
S551
SIM
104'-3"
104'-3"
SOG4A
104'-3"
SOG8A TYP
5'-3 1/4"
5'
-
4
1
/
4
"
3"
3"
T/CURB =
SEE ARCH
6" TYP
4'-2 1/2"
/1 S532 EE
2
S314
TOC= 98'-4" 2
HSS10x8x3/8
HSS10x8x3/8
3
S314
2
3
S314
2
5
S314
2
12
S312
6
S313
TYP AT
SITE WALL
TO FND
3
S331
GRID D TO E
4
3
S331
4
SO
G
4
A
5
S313
3
HS
S
1
0
x
4
x
1
/
4
7k
7k
9
S322
5
5
10
S313
6
RFI 081 7
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
S
M
07/21/2015
7/
2
1
/
2
0
1
5
2
:
0
3
:
0
6
P
M
C:
\
P
r
o
j
\
1
3
.
0
2
9
1
-
Z
e
k
e
l
m
a
n
-
R
S
1
3
_
k
e
v
i
n
h
.
r
v
t
S102
BEDROOM (A)/REC
(B) FLOOR PLAN
09.09.2013
1/4" = 1'-0"
BEDROOM (A)/REC (B) LEVEL
STEEL FLOOR FRAMING PLAN NOTES
1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, QUALITY
ASSURANCE NOTES, SYMBOLS AND ABBREVIATIONS.
2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS.
3. SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE.
4. SEE S500, S501 & S502 FOR TYPICAL STEEL CONNECTION
DETAILS AND SCHEDULE. AT BEAMS THAT DO NOT HAVE A
REACTION NOTED ON PLAN, PROVIDE CONNECTION WITH
MINIMUM CAPACITY OF 7k.
5. SCREED CONCRETE TO PROVIDE CONSTANT THICKNESS
6. SPACE BEAMS EQUALLY BETWEEN GRID LINES UNLESS
DIMENSIONED OTHERWISE.
7. TOP OF BEAM ELEVATION = BOTTOM OF METAL DECK UNLESS
NOTED OTHERWISE ON PLAN.
8. SEE S101 FOR FOUNDATION PLAN NOTES
9. SEE S100 FOR T/WALL AND T/WALL ELEVATIONS
10. SEE S100 FOR FOUNDATION DIMENSIONS
PLAN NORTH
1
2
3
4
5
6
7
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 011 01.12.2015
ASI 014 01.29.2015
RFI47 03.13.2015
CONFORMED SET 05.05.2015
ASI 038 05.26.2015
RFI REVISION 07.21.2015
52143
B
GG
6 7 8
H
HSS5x5x1/4
HSS6x6x3/8
BP9
HSS5x5x3/16
BP4 - SIM
W1
2
x
4
5
22
k
W1
2
x
4
5
36
k
11
k
W1
2
x
4
5
11
k
9k HSS10x6x3/8 9k
HSS10x6x3/8 9k
HS
S
1
0
x
6
x
3
/
8
10k
W10x49 10k
HSS10x4x1/4
9k HSS10x6x3/8 9k
9k HSS10x6x3/8 9k
9k HSS10x6x3/8 9k
9k HSS10x6x3/8 9k
HSS10x4x1/4
HSS10x4x1/4
HSS10x4x1/4
W12x22
W10x100
W10x88
HS
S
1
0
x
4
x
1
/
4
W1
0
x
6
0
24
k
W1
0
x
1
0
0
22
k
W10x45 W18x40
14k HSS10x10x3/8 10k
8k HSS10x8x3/8 8k
8k HSS10x8x3/8 8k
8k HSS10x8x3/8 8k
HSS10x4x1/4
15k HSS10x10x1/2 10k
11
k
HS
S
1
0
x
1
0
x
3
/
8
13
k
11
k
HS
S
1
0
x
1
0
x
3
/
8
11
k
11
k
HS
S
1
0
x
1
0
x
3
/
8
11
k
11
k
HS
S
1
0
x
1
0
x
3
/
8
11
k
HSS6x6x1/2
HSS6x6x1/2
HSS6x4x1/2
BP1
HSS6x6x1/2
BP1
HSS6x6x3/8
BP3
HSS5x5x1/4
BP4
HSS7x5x3/8
HSS5x5x1/2
HSS5x5x1/4 HSS5x5x1/4
BP1
E
1.5VL3A
10
9
'
-
9
"
1.5VL3.5V
D
C
HS
S
1
0
x
8
x
3
/
8
1.
5
V
L
3
A
F
A
HS
S
1
0
x
6
x
3
/
8
HSS10x4x1/4
9k
9k
1.
5
V
L
3
A
1.
5
V
L
I
6
V
B/
D
E
C
K
=
10
9
'
-
1
1
/
2
"
11
6
'
-
3
"
HSS10x4x1/4 HS
S
1
0
x
6
x
3
/
8
13'-11" 6'-8 1/2" 15'-10 1/2" 21'-10 1/2" 26'-9" 6'-0" 16'-3"
31
'
-
1
1
1
/
2
"
23
'
-
6
"
9'
-
1
1
"
11
'
-
9
1
/
2
"
26
'
-
2
1
/
2
"
15
'
-
1
0
"
9'-
4
"
SOG6A
HSS7x5x5/16
HSS5x5x1/4 HSS5x5x1/4
S210 1
S210 5S210
7
S210
6
S210
8
HS
S
1
0
x
8
x
3
/
8
HSS6x6x3/8
BP1
SO
G
8
A
11
4
'
-
9
"
HSS10x2x3/8 (FLAT) TREAD
HSS14x6x1/2
STRINGER
CONCRETE PAN LANDING AND
STEEL STAIR TREADS WITH STEEL
PLATE STRINGERS BY CONTR. SEE
ARCH FOR ADDNL INFO
DN
UP
UP
DN
0".
9
S550 8
S531 8"
4'-10 1/4" 4'-10 1/4" 3'-10 1/2" 4'-3" 4'-3"
4'-
1
1
/
4
"
2"
DN
5"
8'
-
4
1
/
2
"
8'
-
4
3
/
4
"
9k HSS10x6x3/8 9k
HSS10x4x1/4
HSS10x4x1/4
W1
2
x
2
6
21k
20k
2
S503
(2) LOCS
8"
3
S532
1
S313
3" 3"
B/
D
E
C
K
=
10
9
'
-
2
1
/
2
"
3
S530
1.
5
V
L
I
5
V
1
S313
SIM
12
S550
8"
5
S550
S200
7
1
S211
1'-5 1/2"
HSS6x6x3/8
BP1
3"
S320
10 HSS6x6x3/8
BP9
1'-5 1/2"
4" 3'-9"
12
k
12
k
10k W10x49 10k HSS10x4x1/4
1'
-
0
"
2
S501
6
S531
9
S312
9
S312
6
S503
7
S531
9
S312
1
S532
7"
S331
1 TYP AT EXT EQUIP
SEE MECH FOR LOC AND EXTENTS
CONCRETE PAN STAIR WITH STEEL
CHANNEL STRINGERS BY CONTR.
SEE ARCH FOR ADDNL INFO
OPEN TREAD STAIR WITH STL
STRINGERS BY STAIR SUPPLIER.
SEE ARCH FOR ADDNL INFO
VARIES, SEE ARCH
HSS5x5x1/4
BP1
6
S531
6
S321
TYP AT MTL DECK
TO CONC WALL
9k
S312
7TYP AT WALL
CORNERS
6
S531
3'-9" 6"
5'
-
5
"
5'
-
2
"
5'
-
3
"
10
1
/
2
"
3'
-
2
"
4'-
1
"
4'
-
1
"
4'
-
6
"
9'
-
9
"
3
S313
S321
3 FOR BASE
PLATE TYP
2
S331
109'-9"
5'-0" 4'-4 1/4" 4'-4 1/4" 4'-4 1/4"
1.
5
V
L
3
A
1.5VL3A
109'-9"
10
9
'
-
9
"
6'
-
1
1
1
/
4
"
4'
-
2
1
/
4
"
4'
-
1
1
/
2
"
4'
-
1
1
/
2
"
21k
9k
HS
S
1
0
x
1
0
x
1
/
2
9k
9k
HS
S
1
0
x
1
0
x
1
/
2
9k
9k
HS
S
1
0
x
1
0
x
1
/
2
9k
9k
HS
S
1
0
x
1
0
x
1
/
2
9k
17
k
W1
0
x
6
8
19
k
19
k
W1
2
x
4
5
19
k
9k
W1
0
x
6
8
9k
9k
W1
0
x
6
8
9k
9k
W1
0
x
6
8
9k
9k
W1
0
x
6
8
9k
9k HSS10x6x3/8 7k
7k HSS10x6x3/8 7k
7k HSS10x6x3/8 7k
7k HSS10x6x3/8 7k
HS
S
1
0
x
6
x
3
/
8
HSS10x4x1/4
7k HSS10x8x3/8 7k
7k HSS10x8x3/8 7k
5'-0" 4'-2 1/2" 4'-2 1/2" 4'-2" 5'-0"
( 108' - 6 1/2" )
S200
2
HSS4x4x1/4
DO NOT REMOVE DECK UNTIL
CONCRETE HAS REACHED 75% f'c.
PROVIDE TYP TRIM REINF PER
TYP
/6 S532
S200 3
9
S531
S531
5
C6x8.2 @ 4'-0"
OC, MAX 5
S503
HS
S
1
0
x
4
x
1
/
4
16
k
9
S502
8
S532
3"
2"
3" 6'-6 1/8"
7'
-
4
1
/
8
"
3"
6
S531
6"
5"
B/DECK = 114'-1"
1/2" NORTH
11
"
W2
4
x
5
5
8
S321
5'-
0
3
/
4
"
1'
-
3
3
/
4
"
1'
-
0
"
6
S531
TYP
NOTCH SLAB EDGE
AT HANDRAIL
3'-8"
S502
12
W10x12
W10x12
W10x12
5
S503
C6x8.2 @ 4'-0"
OC, MAX
12
S532
1/2" NORTH
9k
1/2" NORTH
7
S502
OH
3" 5'-0 1/4" 3"
2"
5'
-
4
1
/
4
"
S321
11
1
S314
1.
5
V
L
I
5
V
B/
D
E
C
K
=
10
9
'
-
2
1
/
2
"
VA
R
I
E
S
,
S
E
E
A
R
C
H
VA
R
I
E
S
,
S
E
E
A
R
C
H
/12 S510
/12 S510
/12 S510
S200 5
/8 S505
6
S502
6
S502
TYP @
HSS TO
HSS
5'-
1
1
/
4
"
4'
-
8
1
/
8
"
4'
-
8
1
/
8
"
4'
-
8
1
/
8
"
SIM
3"
8
S504
4'-
1
0
"
4'
-
8
"
3" 3"
8
S532
3
S503
2
S501
(
10
9
'
-
1
1
/
2
"
PROVIDE DECK
CLOSURE AT
STEP IN METAL
DECK
S504
9
1
1
S530
9
1
COL CL 1
/
1 1
S 5 0 3 BEAM CL
W10x30
2
S502
9
S503
1
12
S503
SIM
2
S551
1
5
S551
9
S551
1
9
S552
(1
0
9
'
-
1
1
/
2
"
)
B
B
B
B
4'-0 1/2" 2"
7'-3 1/2"
1'-0"
/1 S532 ./1 S532 .
116'-4 1/2"
VA
R
I
E
S
,
S
E
E
A
R
C
H
STRUCTURAL GLASS
RAIL AND TREADS BY
STAIR SUPPLIER 1
8
S531
/12 S503
1
W10x30
7 1/2" 21'-5 1/2"
3
5
/
8
"
HSS6x6x1/4 HSS6x6x1/4
3
5
/
8
"
2
2
4
S322
6
S322
4"
TYPE A
2
TYPE A
7
S322
7
S322
HSS4x4x1/4
BP4
7'
-
1
"
SEE CIVIL
FOR PAVING
12
S504
12
S504
2 1/2"
8 1/2"
8
S321
OH
SIM
5" 6"
B
/7 S510
/12 S510
B
B
B
B
3
S331
TYP
3
11"
5 1/2"
4'-10 1/2" 11'-0" 3
GRADE = 110'-0" GRADE = 115'-0" SLOPE UP
6
S313
6
S313
6
S550
HSS6x6x1/2
5
RFI 072
RFI 072
RFI 072
RFI 072
5 5/8" 3'-9 3/8"
5 5/8"
5 3/8"
5
5
/
8
"
6'
-
1
3
/
4
"
5
5
/
8
"
RFI 092 RFI 092
RFI 083
RFI 081
RFI 094
6
6
6
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
S
M
07/21/2015
7/
2
1
/
2
0
1
5
2
:
0
3
:
4
8
P
M
C:
\
P
r
o
j
\
1
3
.
0
2
9
1
-
Z
e
k
e
l
m
a
n
-
R
S
1
3
_
k
e
v
i
n
h
.
r
v
t
S103
MAIN (A)/BEDROOM
(B) FLOOR PLAN
09.09.2013
1/4" = 1'-0"
MAIN (A)/BEDRO0M (B) LEVEL
PLAN NORTH
STEEL FLOOR FRAMING PLAN NOTES
1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, QUALITY
ASSURANCE NOTES, SYMBOLS AND ABBREVIATIONS.
2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS.
3. SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE.
4. SEE S500, S501 & S502 FOR TYPICAL STEEL CONNECTION
DETAILS AND SCHEDULE. AT BEAMS THAT DO NOT HAVE A
REACTION NOTED ON PLAN, PROVIDE CONNECTION WITH
MINIMUM CAPACITY OF 7k.
5. SCREED CONCRETE TO PROVIDE CONSTANT THICKNESS
6. SPACE BEAMS EQUALLY BETWEEN GRID LINES UNLESS
DIMENSIONED OTHERWISE.
7. TOP OF BEAM ELEVATION = BOTTOM OF METAL DECK UNLESS
NOTED OTHERWISE ON PLAN.
8. SEE S101 FOR FOUNDATION PLAN NOTES
9. SEE S100 FOR T/WALL AND T/WALL ELEVATIONS
10. SEE S100 FOR FOUNDATION DIMENSIONS
1
2
3
4
5
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
ASI 022 03.03.2015
STEEL RE-SUBMTL 03.06.2015
CONFORMED SET 05.05.2015
RFI REVISION 07.21.2015 6
52143
B
GG
6 7 8
1.5VL3.5V
H
HSS5x5x5/16
W10x30
20k W10x77
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
1
0
x
1
/
2
30
k
W1
0
x
1
1
2
30
k
W10x45 W10x30
W10x45
W1
0
x
3
0
HS
S
1
0
x
8
x
3
/
8
9k W10x77 9k
9k W10x77 9k
9k W10x77 9k
9k W10x77 9k HSS10x4x3/16
HSS10x4x3/16
HSS10x4x3/16
HSS10x4x3/16
8k HSS10x10x1/2 8k
HSS10x4x3/16
HS
S
1
0
x
4
x
3
/
1
6
33k W10x88
HSS10x4x3/16
29k W10x112
19k W14x26 14k
11
k
11
k
11
k
11
k
11
k
11
k
11
k
11
k
16
k
W1
2
x
2
6
6k
HS
S
1
2
x
6
x
1
/
2
9k
W1
0
x
4
5
9k
W10x30
14k W10x30
15k HSS10x10x1/2 11k
W1
0
x
3
0
HSS10x4x1/4 HS
S
1
0
x
4
x
1
/
4
W1
0
x
3
0
13
k
W1
0
x
4
5
13
k
HSS10x4x1/4 12k W10x30
HSS10x8x3/8
7k HSS10x6x3/8 7k
HS
S
1
0
x
4
x
3
/
1
6
HSS10x4x3/16
7k
W1
0
x
3
0
7k
HS
S
1
0
x
6
x
3
/
8
HSS10x4x3/16
9k HSS10x8x3/8 9k
9k HSS10x8x3/8 9k
HSS10x4x3/16
HS
S
1
0
x
4
x
3
/
1
6
W10x30
W1
0
x
3
0
W1
0
x
3
0
HSS5x5x1/4
HSS5x5x1/4
BP4 SIM
HSS5x5x1/4
HSS5x5x1/4
BP3
E
D
C
1.
5
V
L
3
A
F
A
12
0
'
-
4
"
HS
S
1
0
x
1
0
x
3
/
8
HS
S
1
0
x
1
0
x
3
/
8
HS
S
1
0
x
1
0
x
3
/
8
HS
S
1
0
x
4
x
1
/
4
HSS5x5x3/16
BP3
HSS5x5x1/4
29k
13'-11" 6'-8 1/2" 15'-10 1/2" 21'-10 1/2" 26'-9" 6'-0" 16'-3"
31
'
-
1
1
1
/
2
"
23
'
-
6
"
9'
-
1
1
"
11
'
-
9
1
/
2
"
26
'
-
2
1
/
2
"
15
'
-
1
0
"
9'-
4
"
S210 1
S210
2
S210
3
S210 4
S210 5S210
7
S210
6
S210
8
HSS10x2x3/8 TREAD (FLAT)
HSS14x6x1/2
STRINGER.
UP
DN
0".
HSS10x4x3/16
HS
S
1
0
x
4
x
1
/
4
HSS10x4x1/4
GLASS LANDING
AND RAILING BY SUPPLIER
HSS10x4x1/4
DN
7"
4
1
/
2
"
6'
-
1
3
/
4
"
4'
-
3
3
/
4
"
3'
-
8
1
/
2
"
3'
-
8
1
/
2
"
3'
-
8
1
/
2
"
4
1
/
2
"
7"
9
S550
1.
5
V
L
3
V
3"
5
S551
HSS5x5x5/16
12
S550
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
5
S550
2
S532
2
S532
8k HSS10x10x1/2 8k
8k HSS10x10x1/2 8k
8k HSS10x10x1/2 8k
8k HSS10x10x1/2 8k
W1
0
x
1
1
2
1
S211
2
S503 (2) LOCS
31
k
35
k
3
S503
EE
1
S503
C6x8.2 @ 4'-0" OC
MAX
3
S503
5
S503
4" 3'-9"
EE
1.
5
V
L
3
V
HSS5x5x1/4
BP1- OH
VARIES, SEE ARCH
B/
D
E
C
K
=
12
6
'
-
4
1
/
2
"
3
S503
3"
3"
4'-1" 4'-1" 4'-6" 4'-6"
1'-4 1/4"
11
k
11
k
W2
1
x
4
4
1
S532
3'
-
9
"
4"
3'-10" 3" 3'-9" 6"
6
S531
(117'-11") HSS5x5x3/16
0"
.
W1
0
x
1
5
HSS10x4x3/16
6k
S200 3
3"
4
S541
S531
5
4
S541
SIM
2"
5"
8'-6"
1'-
4
1
/
2
"
5"
3'-8"
S502
12
1
S503
S502
12
VA
R
I
E
S
,
S
E
E
A
R
C
H
B/
D
E
C
K
=
1
1
9
'
-
1
0
1
/
2
"
12
0
'
-
4
"
1.
5
V
L
3
A
12
6
'
-
1
0
"
B/DECK = 127'-0"
10
S532
(
12
6
'
-
5
1
/
2
"
)
10
S321
11
S503
12
S503
HSS20x4 TRELLIS
BEAMS, SEE S105
4"
7" HSS5x5x5/16
3" 5'-0 1/4"
6'
-
1
1
1
/
2
"
4'
-
8
"
4'-
1
0
"
2"
6
1
/
4
"
4'
-
8
"
4'
-
8
"
6'
-
6
"
8'
-
0
1
/
4
"
5
S504
2
S550
7
S504
7
S504
/12 S510
/12 S510
/12 S510
S200 5
TYPE A
TYPE A
6
S502
TYP @ HSS
TO HSS
DO NOT REMOVE DECK UNTIL
CONCRETE HAS REACHED 75% f'c.
PROVIDE TRIM REINF FOR OPENING
"10" OR LESS" PER TYP /5 S531
4"
7
S541
1
S532
DO NOT REMOVE DECK UNTIL
CONCRETE HAS REACHED 75% f'c.
PROVIDE TRIM REINF FOR OPENING
"10" OR LESS" PER TYP /5 S531
HSS10x4x1/4
1.
5
V
L
3
A
VA
R
I
E
S
.
S
E
E
A
R
C
H
4" 1
12
S532
SIM
1
1
S502
1
1
2
S502
3" HSS5x5x1/4 ( 124' - 6" )
0"
.
9
S312
9
S312
2
S551
1
(119'-10 1/2")
(119'-10 1/2")
(119'-10 1/2")
(119'-10 1/2")
(119'-10 1/2")
(119'-10 1/2")
9
S551
5
S552
(119'-11 1/2")
(119'-10 1/2") (1
1
9
'
-
1
0
1
/
2
"
)
SPACER PL ON
T/BM. SEE /10 S531
(1
1
9
'
-
1
0
1
/
2
"
)
(
1
1
9
'
-
1
0
1
/
2
"
)
(
1
1
9
'
-
1
0
1
/
2
"
)
(
1
1
9
'
-
1
0
1/
2
"
)
(
1
1
9
'
-
1
0
1
/
2
"
)
(
1
1
9
'
-
1
0
1
/
2
"
)
10
S531
4'-4"
4'-0" DEEP (MAX) HOT
TUB. SEE ARCH
8
S532
2
S552
11
S551
SIM
10
S532
SPACER PL ON
T/BM. SEE /10 S531
(126'-4 1/2")
(126'-4 1/2")
10
S531
(126'-4 1/2")
(1
2
6
'
-
4
1
/
2
"
)
(
1
2
6
'
-
4
1
/
2
"
)
11
S531
(126'-5 1/2")
(126'-5 1/2")
(126'-5 1/2")
(1
2
6
'
-
5
1
/
2
"
)
(126'-5 1/2")
(1
2
6
'
-
5
1
/
2
"
)
(126'-5 1/2")
(126'-5 1/2")
(126'-5 1/2")
(1
2
6
'
-
5
1
/
2
"
)
S200
6
9
S552
/3 S322 SIM
/9 S321
B
B
B
1'-2 1/4"
4"
HSS5x5x3/16 ( 125'-0" )
6
S504
BEAM
GIRT BEYOND
STRUCTURAL GLASS
RAIL AND TREADS BY
STAIR SUPPLIER 1
HDG 22
/10 S321 .
3'-9"
1.5VL3.5V
B/DECK = 125'-11 1/2"
4
S314 HS
S
8
x
4
x
1
/
4
HS
S
8
x
1
0
x
3
/
8
11
S532
W21x44
W21x44
8
S322
12
S504 TYPE A
4'-6"
4'-0" 3'-10 3/4"
TYP (3)
SIDES
1'
-
2
"
8
3
/
4
"
(120'-7") (1
2
0
'
-
7
"
)
S505
6
S505
9
HSS10x4x1/4
3
1'-10" 8"
1'
-
2
"
4'-4 7/8" 3
( 126' - 5 1/2" )
( 126' - 5 1/2" )
(1
2
6
'
-
5
1
/
2
"
)
11
S531
SIM
(1
2
6
'
-
4
1
/
2
"
)
3"
3"
HSS5x5x1/4
BP1- OH
4'-4 7/8" 3
12
S541
TYP AT
CHIMNEY
STONE
12
S314
10" SLAB
SEE AT
WALL OPNGS
/6 S300
SLOPE DOWN,
SEE LANDSCAPE
11
S314
SIM FOR
T/WALL
TRANSITION
6
S322
6
S550
6'
-
5
"
8"
3'-2" 7"
RFI 093
RFI 091
RFI 089
RFI 084
RFI 084
RFI 080
6
5
7
7
RFI 079 7
7
7
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
S
M
07/21/2015
7/
2
1
/
2
0
1
5
2
:
0
4
:
1
6
P
M
C:
\
P
r
o
j
\
1
3
.
0
2
9
1
-
Z
e
k
e
l
m
a
n
-
R
S
1
3
_
k
e
v
i
n
h
.
r
v
t
S104
MASTER (A)/MAIN (B)
FLOOR PLAN
09.09.2013
1/4" = 1'-0"
MASTER (A)/MAIN (B) LEVEL
STEEL FLOOR FRAMING PLAN NOTES
1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, QUALITY ASSURANCE NOTES, SYMBOLS AND
ABBREVIATIONS.
2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS.
3. SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE.
4. SEE S500, S501 & S502 FOR TYPICAL STEEL CONNECTION DETAILS AND SCHEDULE. AT BEAMS THAT DO
NOT HAVE A REACTION NOTED ON PLAN, PROVIDE CONNECTION WITH MINIMUM CAPACITY OF 7k.
5. SCREED CONCRETE TO PROVIDE CONSTANT THICKNESS
6. SPACE BEAMS EQUALLY BETWEEN GRID LINES UNLESS DIMENSIONED OTHERWISE.
7. TOP OF BEAM ELEVATION = BOTTOM OF METAL DECK UNLESS NOTED OTHERWISE ON PLAN.
8. SEE S101 FOR FOUNDATION PLAN NOTES
9. SEE S100 FOR T/WALL AND T/WALL ELEVATIONS
10. SEE S100 FOR FOUNDATION DIMENSIONS
PLAN NORTH
1
2
3
4
5
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
ASI 022 03.03.2015
STEEL RE-SUBMTL 03.06.2015
CONFORMED SET 05.05.2015
REVISION 07.01.2015
RFI REVISION 07.21.2015 7
6
52143
B
GG
6 7 8
H
HSS10x6x3/8
W10x30 W10x30
HS
S
1
0
x
6
x
3
/
8
HS
S
1
0
x
6
x
3
/
8
W10x30 HSS10x4x3/16
12k W18x40 12k
16
k
W10x30
HSS10x6x3/8
HSS10x4x1/4
12
k
HS
S
1
2
x
6
x
1
/
2
HS
S
1
0
x
4
x
1
/
4
35k W10x112 19k
HS
S
1
0
x
4
x
1
/
4
HSS10x4x1/4
HS
S
1
0
x
8
x
3
/
8
W1
0
x
3
9
HSS10x8x3/8
HSS10x8x3/8
HSS10x8x3/8
HSS10x4x1/4
11
k
HS
S
1
0
x
6
x
3
/
8
11
k
HSS10x4x1/4
HS
S
1
0
x
4
x
1
/
4
HSS10x6x3/8
HSS10x6x3/8
11
k
W1
0
x
4
5
11
k
HSS10x6x3/8
HS
S
1
0
x
6
x
3
/
8
8k HSS10x6x3/8 8k
HS
S
1
0
x
4
x
1
/
4
HS
S
1
0
x
4
x
1
/
4
HSS10x4x3/16
HS
S
1
0
x
6
x
3
/
8
HSS10x4x3/16
HSS10x4x1/4
W8x40
W8x40
HSS10x4x1/4
HSS10x4x1/4
W10x30
W1
0
x
3
0
W1
0
x
3
0
W1
0
x
3
0
14k HSS10x8x3/8
HSS6x4x1/2
9k
E
D
HSS8x4x1/4
HSS8x4x1/4
W8x31
HSS8x4x1/4 W10x33
W10x49
HSS10x6x3/8
W2
7
x
9
4
W8x24
W8x24 7k
12k
HS
S
1
0
x
4
x
1
/
4
C
1.
5
V
L
I
5
V
W1
0
x
3
9
1.
5
V
L
I
5
V
1.
5
V
L
3
A
13
7
'
-
3
"
1.
5
V
L
3
A
F
A
15k
13k
18k
24k
13k
14
k
1.
5
V
L
I
6
V
1.5VLI5V
W1
8
x
3
5
W1
0
x
3
0
W18x35
18
k
W1
4
x
9
0
18
k
W1
0
x
7
7
19
k
W1
0
x
1
0
0
54
k
54
k
13'-11" 6'-8 1/2" 15'-10 1/2" 21'-10 1/2" 26'-9" 6'-0" 16'-3"
31
'
-
1
1
1
/
2
"
23
'
-
6
"
9'
-
1
1
"
11
'
-
9
1
/
2
"
26
'
-
2
1
/
2
"
15
'
-
1
0
"
9'
-
4
"
HS
S
1
4
x
6
x
1
/
4
HS
S
1
4
x
6
x
1
/
4
C6x8.2 @ 4'-0" OC
MAX
8k
HS
S
1
0
x
4
x
1
/
4
10
k
10
k
HS
S
1
0
x
6
x
3
/
8
10
k
9k
HSS10x6x3/8
13k HSS10x6x3/8 13k
HSS6x6x1/2
HSS4x4x1/4
11k W10x39 6k
9k
10
k
HSS10x4x1/4
HSS10x4x1/4
HS
S
1
0
x
4
x
1
/
4
S210 1
S210
2
S210
3
S210 4
S210 5S210
7
S210
6
HSS10x2x3/8 (FLAT) TREAD
HSS14x6x1/2 STRINGER
HS
S
5
x
5
x
1
/
4
G
I
R
T
(1
2
2
'
-
1
"
)
HS
S
5
x
5
x
1
/
4
G
I
R
T
(1
2
2
'
-
1
"
)
HS
S
6
x
6
x
1
/
4
G
I
R
T
(1
2
2
'
-
1
"
)
DN
0".
HSS6x6x1/4
( 128' - 10" )
1'-0" 4" 1'-10" 8"
3"
W10x33
HSS5x5x1/4
HSS5x5x1/4
HSS8x4x1/4 HSS10x6x3/8 10k 10k
HSS8x4x1/4 HSS10x6x3/8 10k 10k
1
S503
GRID 4
(2) LOCS
9
S503
TYP AT
LOW GIRT
14
k
HS
S
1
0
x
6
x
3
/
8
HS
S
1
0
x
4
x
3
/
1
6
HS
S
1
0
x
4
x
3
/
1
6
3" 3'-10"
HS
S
1
4
x
6
x
1
/
4
(126'-10")
W10x30
W16x31
0" TYP
HSS10x6x3/8
0"
T
Y
P
HS
S
8
x
4
x
1
/
4
4
S503
4
S503
OH
5
S503
5
S551
18
k
W1
0
x
7
7
3"
8" 8"
6
S530
1.
5
V
L
I
6
V
1.
5
V
L
I
5
V
HSS10x8x3/8
13k 13k
12k HSS10x8x3/8
HSS10x4x1/4 HSS10x4x1/4
18
k
19
k
3
S550
1
S503
4" 7"
3'
-
4
1
/
2
"
6'
-
4
1
/
4
"
6'
-
4
1
/
4
"
2'
-
5
"
4'
-
1
"
4"
5
S550
W1
0
x
3
9
0".
HS
S
1
0
x
4
x
1
/
4
W10x88
W10x88
W10x88
W10x88
1
S211
AT HIGH
GIRDER EE
PLAN NOTE 8
TYP
9
S550
HSS5x5x5/16 (125'-10")
0"
.
9
S503
AT HSS GIRT
EE
W10x88
16k
16k
16k
16k
16k
16k
16k
16k
16k
16k
3'
-
7
"
3'
-
7
"
3'-
7
1
/
2
"
3"
8"
VA
R
I
E
S
,
S
E
E
A
R
C
H
1
S532
16
k
W2
1
x
4
4
2
S503
(#)
(#)
(#)
(#)
(#)
(#
)
(#
)
(#
)
0"
.
0".
(#)
(#)
(#
)
(#
)
(#)
(#)
(#)
(#)
TOS = 139'-9 1/4" AT BMS
NOTED THUS: (#)
5
S503
C6x8.2 @ 4'-0" OC
MAX
HSS20x4x5/16
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HSS20x4x5/16
( 140' - 8 1/2" )
(
14
0
'
-
8
1
/
2
"
)
(
14
0
'
-
8
1
/
2
"
)
(
14
0
'
-
8
1
/
2
"
)
(
14
0
'
-
8
1
/
2
"
)
( 140' - 8 1/2" )
(
14
0
'
-
8
1
/
2
"
)
HS
S
1
6
x
4
x
5
/
1
6
(#
)
(#
)
0".
1
S503
(#) HSS10x4x1/4
0".
12
S531
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HS
S
2
0
x
4
x
5
/
1
6
HSS20x4x5/16
HSS20x4x5/16
( 127' - 10 1/2" )
(
12
7
'
-
1
0
1
/
2
"
)
(
12
7
'
-
1
0
1
/
2
"
)
(
12
7
'
-
1
0
1
/
2
"
)
(
12
7
'
-
1
0
1
/
2
"
)
(
12
7
'
-
1
0
1
/
2
"
)
( 127' - 10 1/2" )
6
S530
(
13
7
'
-
3
"
)
HSS5x5x5/16
0"
.
HS
S
5
x
5
x
5
/
1
6
9
S503
TYP AT GIRT
TO COL CONN
0".
HS
S
8
x
4
x
1
/
4
18
k
18
k
21
k
29k
18
k
7k
VA
R
I
E
S
,
S
E
E
A
R
C
H
B/
D
E
C
K
=
1
2
6
'
-
1
0
"
VARIES, SEE ARCH
B/DECK = 130'-10 1/2" VA
R
I
E
S
,
S
E
E
A
R
C
H
B/
D
E
C
K
=
1
3
4
'
-
6
"
B/
D
E
C
K
=
1
3
8
'
-
7
"
VA
R
I
E
S
,
S
E
E
A
R
C
H
B/
D
E
C
K
=
1
3
9
'
-
9
1
/
4
"
10
"
3'-10 1/2" 3'-10" 3'-10"
3'-9" 6"
6"
5'
-
0
"
3'
-
5
"
3'
-
5
"
2'-
1
1
"
3'-9" 4"
0".
3'-
9
"
4"
4'-4"
S200
4
HSS5x5x1/4
10
S502
S502
12
7
S503
TYP @ HSS
TO WF
9
S532
2
S550
8
S541
5'
-
8
3
/
4
"
1'
-
1
3
/
4
"
3
S503
3"
5'-0 1/4"
3"
3"
5'-
1
1
/
4
"
2"
2
S552
S504
2 TYP AT
TRELLIS BM
TO COL
S504
2 SIM
S504
1TYP @
TRELLIS
3
S504
SIM 3
S504
AT
TRELLIS
4'-7 5/8" 4'-4 7/8" 4'-4 7/8" 4'-4 7/8" 4'-4 7/8"
1'-
3
"
S504
1
HSS10x6x3/8
0"
.
T/STEEL = 135'-4"
12
S321
5
S504 OH
3
S502
( 138' - 0" )
(
13
8
'
-
0
"
)
HSS5x5x3/16
HSS5x5x3/16
( 132' - 4" ) 0" . 0"
1
S532
1
S532
1
S532
1
S532
1
S532
1
S532
S200 5
19k
13k
1'-11 1/2"
8'-0 1/2"
(
13
0
'
-
1
0
1
/
2
"
) 4'-8" 8'-5 3/4"
3"
11 1/4"
3"
5
S503 HSS10x4x1/4
10
S504
11
S504
11
S504 SIM
11
S504
2
S322
4
S532
1
S532
3
S322
AT GIRT
HS
S
1
0
x
4
x
1
/
4
1
1
EQ
EQ
EQ
1
GIRT
GI
R
T
12
k
W1
0
x
2
6
(
13
6
'
-
1
0
1
/
2
"
)
6k
17
k
W1
0
x
3
0
(
13
8
'
-
7
"
)
17
k
10
S541
11
S541
5
S552
11
S551
9
S551
1
3
S552
6
S552
9
S552
(1
2
6
'
-
1
0
"
)
(
1
2
6
'
-
1
0
"
)
(
1
2
6
'
-
1
0
"
)
3"
CONTR COORD GIRT
EL W/ WINDOW
SUPPLIER. TYP 1HS
S
1
0
x
4
x
1
/
4
3" 8"
1
1
1
4" 4"
5"
5"
6" TYP T/CURB =
SEE ARCH
HS
S
1
0
x
4
x
3
/
1
6
B
2"
1'
-
8
3
/
4
"
9
1
/
2
"
3
S502
S501
12 TYP
OF (3)
28k
1.5VLI5V
B/DECK= 126'-10"
1
S533
S504
2
4
S502
TYP AT
HIGH GIRT
SPLIT DECK AT
BEAM AND CONN
PER /8 S530
OPEN TO
BELOW. TYP
HSS10x4x1/4
7'-5 1/2"
3
4'
-
1
"
3'
-
5
1
/
4
"
1'-
2
"
HSS10x6x3/8
12
S541
12
S541
TYP AT
CHIMNEY
STONE
7
S541
SIM
12
S541
TYP AT
STONE
T/COL = 140'-8 1/2"
12
S505
W10x33
HS
S
1
0
x
4
x
1
/
4
SEE S104 FOR TRELLIS
CONN TO LEVEL BELOW
4
RFI 087
5
PROJECT:
DRAWN BY :
DATE :
REVISIONS :
13.0291.S.01
KH
DE
S
I
G
N
E
R
S
:
K
H
/
S
M
DA
T
E
P
R
I
N
T
E
D
:
MM
J
O
B
#
:
1
3
.
0
2
9
1
.
S
.
0
1
PR
I
N
C
I
P
A
L
:
P
D
EO
R
:
P
D
PR
O
J
E
C
T
M
A
N
A
G
E
R
:
S
M
07/21/2015
7/
2
1
/
2
0
1
5
2
:
0
4
:
4
6
P
M
C:
\
P
r
o
j
\
1
3
.
0
2
9
1
-
Z
e
k
e
l
m
a
n
-
R
S
1
3
_
k
e
v
i
n
h
.
r
v
t
S105
MAIN ROOF/MASTER
(B) FLOOR PLAN
09.09.2013
1/4" = 1'-0"
MAIN ROOF/MASTER (B) LEVEL
STEEL ROOF FRAMING PLAN NOTES
1. SEE S0 SERIES SHEETS FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS.
2. SEE S5 SERIES SHEETS FOR TYPICAL STEEL DETAILS.
3. SEE S530 FOR TYPICAL METAL DECK DETAILS AND SCHEDULE.
4. SEE S500, S501 & S502 FOR TYPICAL STEEL CONNECTION DETAILS AND SCHEDULE. AT BEAMS THAT
DO NOT HAVE A REACTION NOTED ON PLAN, PROVIDE CONNECTION WITH MINIMUM CAPACITY OF 7k.
5. SCREED CONCRETE TO PROVIDE CONSTANT THICKNESS
6. SPACE BEAMS EQUALLY BETWEEN GRID LINES UNLESS DIMENSIONED OTHERWISE.
7. TOP OF BEAM ELEVATION = BOTTOM OF METAL DECK UNLESS NOTED OTHERWISE ON PLAN.
8. AT CONNECTIONS NOTED THUS: PROVIDE SINGLE PLATE CONNECTION WITH MAX # OF BOLTS,
STD HOLES IN PLATE AND BEAM WEB AND SC BOLTS. UNO
PLAN NORTH
1
2
3
4
PRICING SET 09.09.2013
PERMIT SET 12.09.2013
PERMIT SET REVISION 02.14.2014
PRICING SET REVISION 02.14.2014
STEEL PACKAGE #1 06.13.2014
PERMIT SET REVISION 07.03.2014
CD PACKAGE #1 07.25.2014
PERMIT SET REVISION 09.23.2014
CD PACKAGE #1 REV 11.06.2014
ASI 014 01.29.2015
CONFORMED SET 05.05.2015
REVISION 07.01.2015
RFI REVISION 07.21.2015 5