W912HN-22-R-3004_DRAWINGS_AMD3.pdf
PDF 3 MB Posted
- Solicitation number
- W912HN22R3004
About this file
This is a solicitation for construction services. The U.S. Army Corps of Engineers is seeking to construct a non-standard Battalion Operations Facility of approximately 92,000 square feet at Fort Benning, Georgia for a newly formed 75th Ranger Battalion. The facility will include administrative areas, an operations area with a Sensitive Compartmented Information Facility, a Ranger Operations Center, and Company Operations Facilities/Readiness Bays. Supporting facilities will also be constructed including site development, utilities, lighting, parking, and landscaping. The period of performance is 740 calendar days. The contract value is estimated between $25 million and $100 million. The solicitation will use the Lowest Price Technically Acceptable source selection procedure according to FAR Part 15. The due date for proposals is not provided.
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A B C D E
18'-4" 12'-10" 17'-2" 10'-8" 19'-4" 15'-0" 10'-0" 5'-0"
3'-0" X 1'-3" STRIP
FOOTING
3'-0" X 1'-3" STRIP
FOOTING
1.3
4.5
B.3 D.5
M A
T C
H L
IN
E S
E E
A
S
-1
MATCHLINE SEE A1 / S-104
C.3
C1 S-508
F10 F10
F8 F8
F8
F8
F8
F8
F8
F8
F9
F8F8
F9
F8
F10
F10
F8
F10
F12
F8F8
F8
F8 F10
2'-6" X 1'-3" STRIP
FOOTING
0.8
D.8
2'-0" COMBINED
FOOTING
2'-0" COMBINED
FOOTING
8'-0"
3'-4"
7'-0"
ROOF DRAIN
SEE MECHANICAL
FOR PLAN LOCATION
STEM WALL LEDGE LIMITS,
TYP AROUND PERIMETER
E6 S-507
1'-3" COMBINED
FOOTING
1'-3" COMBINED
FOOTING
1'-1 3/8"
5'-8 3/8"
E6 S-507
F2 S-508
NOTE 2 NOTE 2
4'-0"
15'-4"
12"
CONC
WALL
TOC EL
100'-0"
12"
CONC
WALL
TOC EL
100'-0"
B6 S-507
B6 S-507
F5 S-508
2'-6" COMBINED
FOOTING
5'-0" 5'-0"
3'-0" X 1'-3" STRIP
FOOTING
3'-0" X 1'-3" STRIP
FOOTING
C6 S-508
4'-8" SQ
4'-8" SQ
1'-6 7/8" 2'-2 7/8"
/8
/8
E6 S-507
E1 S-507
/8
11'-9 1/8"
SIM
10"
/8
/8
/8
1'-4" 10" 3'-2" 1'-4" 1'-4" 2'-0 7/32"
ROOF DRAIN
SEE MECHANICAL
FOR PLAN LOCATION
E7 S-508
TOP OF FDN 98'-0"
TOP OF FDN 96'-9"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOC WALL AT DOOR EL 100'-0"
TOP OF FDN 98'-0"
TOP OF FDN 96'-0"
TOC EL 98'-0"
TOC EL 98'-0"
TOP OF FDN 98'-0"
TOC EL 99'-4"
TOC EL 100'-0"
TOC EL 100'-0"
TOC EL 99'-4"
TOC EL 100'-2"
TOC EL 99'-4"
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
D E F
A B C
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US Army Corps of Engineers ®
D
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B
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C A
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G O
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C O
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KEY PLAN
SCALE: NTS
C:\Revit\local_18\FB-75RBHQ-AS_kamarad19.rvt
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SHEET ID
1/8" = 1'-0"A1
FOUNDATION LEVEL - AREA A
8'4' 16'0
SHEET NOTES:
1. SEE BASE PLATE DETAIL SHEET(S) FOR BASE PLATES THAT
REQUIRE POCKET IN TOP OF FOUNDATION TO RECEIVE SHEAR
LUGS ON BOTTOM SIDE OF BASE PLATE. SEE FOUNDATION
DETAILS FOR ALTERED CLEAR COVER REQURIED ON FOOTING
RECEIVING BASE PLATES WITH SHEAR LUGS.
2. COLUMN ABOVE NOT SHOWN IN PLAN. SEE FRAMING PLANS
AND COLUMN SCHEDULE FOR COLUMN SIZE AND ORIENTATION.
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E F G H J
F10
1.3
4.5
MATCHLINE SEE A1 / S-105
M A
T C
H L
IN
E S
E E
-1
M A
T C
H L
IN
E S
E E
-1
C1 S-508
F12
F8
5'-0" 30'-0" 30'-0" 30'-0" 19'-6" 10'-6"
F8
F9 F9
F9
F9
F8 F10
F10
F9
F8
F9
F12
F9
F10
3'-0" X 1'-3" STRIP
FOOTING
2'-6" X 1'-3" STRIP
FOOTING
0.8
D.8 H.6
0.6
2'-6" COMBINED
FOOTING
F5
F8
F10
F10 F10
F10
24"X24" SUMP PIT OPENING
STEM WALL LEDGE LIMITS,
TYP AROUND PERIMETER
1'-11 5/8"
1'-0" 9'-4 3/4" 1'-0"
/4
/8
F2 S-508
NOTE 2
12"
CONC
WALL
TOC EL
100'-0"
NOTE 2
C1 S-506
SIM
5'-0" 5'-0"
ELEVATOR
BUFFERS PER
MFG SHEET
NOTE 3
ELEVATOR
JACK SLEEVE
THROUGH SLAB
PER MFG.
SHEET NOTE 3
3'-0" X 1'-3" STRIP
FOOTING
9'-4 3/4"
17'-4"
1'-4" 1'-4"
12'-8" 4'-8"
1'-4" 1'-4"
12'-8" 4'-8"
1'-4" 1'-4"
12'-8"
ROOF DRAIN
SEE MECHANICAL
FOR PLAN LOCATION
E7 S-508
NOTE 4
SHEET
N O
T E
S
H E
E T
(2) #4 DIAGONAL
BARS TYP 4 SIDES
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0" TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 96'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOP OF FDN 98'-0"
TOC EL 98'-0"
"TOC EL 99'-4"
TOC EL 100'-0" TOC EL 99'-4"
2"
SPAN
GRATING
PER SECTION
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
D E F
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Y C
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P S
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C H
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K E
D B
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US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
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SHEET ID
1/8" = 1'-0"A1
FOUNDATION LEVEL - AREA B
8'4' 16'0
SHEET NOTES:
1. SEE BASE PLATE DETAIL SHEET(S) FOR BASE PLATES THAT
REQUIRE POCKET IN TOP OF FOUNDATION TO RECEIVE SHEAR
LUGS ON BOTTOM SIDE OF BASE PLATE. SEE FOUNDATION
DETAILS FOR ALTERED CLEAR COVER REQUIRED ON FOOTING
RECEIVING BASE PLATES WITH SHEAR LUGS.
2. COLUMN ABOVE NOT SHOWN IN PLAN. SEE FRAMING PLANS
AND COLUMN SCHEDULE FOR COLUMN SIZE AND ORIENTATION.
3. A) JACK REACTION ALLOWANCE (UNFACTORED): 45,250 LBS
DISTRIBUTED EVENLY OVER A MINIMUM OF (2) 2" X 8" BEARING
AREAS FOR A TOTAL BEARING AREA OF 32 SQUARE INCHES.
B) BUFFER REACTION ALLOWANCE (UNFACTORED): 15,360 LBS
DISTRIBUTED EVENLY OVER A MINIMUM OF (2) 2' X 8" BEARING
AREAS FOR A TOTAL BEARING AREA OF 32 SQUARE INCHES.
C) CONTRACTOR SHALL EXAMINE SELECTED ELEVATOR REACTIONS
AND NOTIFY EOR IF ACTUAL BUFFER AND JACK LOADS EXCEED
THESE ALLOWANCES.
D) THE BEARING PRESSURE ON THE CONCRETE UNDER THE
ELEVATOR ASSEMBLY CONTACT AREA SHALL NOT EXCEED
2,700 PSI FOR FACTORED LRFD LOADS.
4. COORDINATE WITH ELEVATOR MANUFACTURER.
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FOUNDATION
LEVEL
98'-0"
4.5
#5@1#5@12
MASONRY WALL VERT REINF PER
OTHER DETAILS DOWELS TO
MATCH WALL REINF DEVELOP
INTO FOUNDATION TYP
3'-0"
1'-0"
#5@12 EF
#5@12 EF
TOC PER PLAN
WALL VERT REINF PER OTHER
DETAILS DOWELS TO MATCH WALL
REINF DEVELOP INTO
FOUNDATION TYP
#6@8 TYP
WATER STOP TYP
MIN
1'-0" PER PLAN
MIN
1'-0"
SQUARE UNDER SUMP PIT
#4@12" TYP
#5@12#5@12
SUMP PIT
PER PLAN
PER PLAN #5@8 EF TYP
#5@12 EF TYP
1'-0"
OUTSIDE FACE OF MASONRY
WALL PER PLAN
(NOTE: NOMINAL MASONRY
WALL THICKNESS SHOWN)
TOC EL 96'-0"
EL 93'-6"
#3@6 U BAR TYP#3
EL 99'-0"
EL 100'-0"
7 5/8"
C L R
WATER STOP TYP
#4@12" AROUND
OPENING
#3 TIES @ 6"
AROUND OPENING
1 1/4" REMOVABLE BAR GRATING
(SEE SPECIFICATION 05 50 13)
L1 1/2X1 1/2X1/4"
W/ 1/2X4" STUDS@6" OC,
TYP ALL SIDES
WATERPROOF COATING
SHALL BE APPLIED TO
ELEVATOR PIT/SUMP
WALLS AND FLOOR
LEVEL 1
100'-0"
FOUNDATION
LEVEL
98'-0"
#6@8, T&B #6@12, T&B
DOWELS TO MATCH WALL
VERT REINF PER OTHER DETAILS
OPTIONAL CONSTRUCTION
JOINT DEVELOP BARS ON EACH
SIDE OF JOINT SEE WALL
SECTIONS FOR WALL REINF
STEM WALL REINF TO
MATCH WALL REINF
D
#7@12 T&B
#7@12 T&B
TOC PER PLAN
P E
R P
L A
N
PER PLAN
BASE PLATE AND ANCHOR
RODS NOT SHOWN THIS
DETAIL. SEE OTHER DETAILS
FOR REQUIREMENTS
LEVEL 1
100'-0"
E
FOUNDATION
LEVEL
98'-0"
D.8
10"
1'-6 7/8"
#4@12 EF, TYP#4@12 EF, TYP
STAIR SHAFT STEM WALL
REINF PER OTHER DETAILS
#3@12 TYP
#7@12 T&B#7@12 T&B
WALL REINF
PER C1/S-508 TYP
DIAGONAL BARS
NOT SHOWN.
PROVIDE DIAGONAL
BARS PER PLAN
MAT REINF
PER C1/S-508
ADDITIONAL BARS
TO MATCH TYP MAT
REINF BAR SIZE. TYP
BOTH DIRECTIONS
OF REINF
BUFFER
PER MFG
BUFFER
PER MFG
JACK
PER MFG
BUFFER
PER MFG
JACK CASING CAST IN
WITH CONCRETE FOUNDATION
COORDINATE WITH ELEVATOR
MFG. CASING PER MFG
#3@6"
AROUND OPENING
#3 TIES @ 6"
AROUND OPENING
V E
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N
ELEVATOR MFG
8 5/8" BASIS OF DESIGN
VERIFY WITH SELECTED
TOC EL 100'-0"
TOC EL 96'-0"
EL 93'-6"
LEVEL 1
100'-0"
P E
R P
L A
N
#5@8 T&B#5@8 T&B
S-521
A4 SIM TYP
SLAB ON GRADE PER
PLAN AND OTHER DETAILS
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
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SHEET ID
1/2" = 1'-0"F2
MASONRY STAIR SHAFT FOUNDATION
1/2" = 1'-0"C1
ELEVATOR SHAFT FOUNDATION
3/4" = 1'-0"A1
ARM VAULT FOUNDATION - SECTION
2'1' 4'0
2'1' 4'0
2'1' 4'0
1/2" = 1'-0"F5
COMBINED FOOTING
2'1' 4'0
1/2" = 1'-0"C6
COMBINED FOOTING
2'1' 4'0
1/2" = 1'-0"E7
SECTION
2'1' 4'0
1/2" = 1'-0"A6
SECTION
2'1' 4'0
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COL
COL
COL
ANCHOR ROD
AND PLATE
WASHER
ASSEMBLY
TOC EL
G R
O U
T
SHEAR LUG PER SCHEDULE
BOP EL
WELD
2 EQ SPCS
X- X+
SX
Y
E
Q S
P C
WELD
WELD
TYP
WELD
WELD
PLATE "T"
SHEAR LUG PER SCHEDULE
2" GROUT HOLE
IF REQUIRED
LIST NOTES:
1. SEE PLAN FOR COLUMN ORIENTATION.
2. PROVIDE GROUT HOLE FOR BASEPLATES IF MAXIMUM DIMENSION IS GREATER THAN 2'-0". DETAILER SHALL LOCATE GROUT HOLE A MINIMUM DIMENSION OF 4" FROM WELDS OR ANCHOR ROD HOLES.
3. SHEAR LUG SHOWN PERPENDICULAR TO WEB. SEE SCHEDULE FOR REQUIRED ORIENTATION WHEN LUG
IS REQUIRED.
PER SCHEDULE
SHEAR LUG LENGTH
WELD
WELD
1"
1"
LUG
POCKET IN
CONCRETE
LUG PLAN
BASE PLATE
PER BP DETAIL
LUG
LUG SECTION
TOC
BOT OF BP
POCKET IN CONCRETE
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
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US Army Corps of Engineers ®
D
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G O
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-0
S-530
B A
S E
P L A
T E
D E
T A
IL
S
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
C T
S C
O R
P
W
T
H S
T R
E E
T S
U
IT
E
O V
E R
L A
N D
P A
R K
K
S
-2
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S
O F
B A
T T
A L
IO
N H
E A
D Q
U A
R T
E R
S F
A C
IL
IT
Y F
Y
P N
N B
O L D
S
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
SHEET ID
NTSC1
BASE PLATE TYPE BP1
BP3-1 8 12 14 8 6 6 1 1/4 5/16 - 5/16 1 1/4 15 BOTH
BP2-8 12 12 8 8 6 6 1 1/4 5/16 - 5/16 1 1/4 15 PARALLEL -
BP2-7 12 8 8 8 6 6 1 1/4 5/16 - 5/16 1 1/4 9 PARALLEL -
BP2-6 8 12 9 9 6 6 1 1/4 5/16 - 5/16 1 1/4 18 PARALLEL -
BP2-5 12 8 9 9 6 6 1 1/4 5/16 - 5/16 1 1/4 18 PARALLEL -
BP2-4 9 9 8 14 6 6 1 1/4 5/16 - 5/16 1 1/4 18 PERPENDICULAR -
BP2-3 9 9 14 8 6 6 1 1/4 5/16 - 5/16 1 1/4 18 PERPENDICULAR -
BP2-2 8 8 8 12 6 6 1 1/4 5/16 - 5/16 1 1/4 12 PARALLEL -
BP2-1 8 8 12 8 6 6 1 1/4 5/16 - 5/16 1 1/4 12 PARALLEL -
BP1-5 14 8 8 8 6 6 1 5/16 3/16 - - - - -
BP1-4 8 14 8 8 6 6 1 5/16 3/16 - - - - -
BP1-3 6 6 7 7 6 6 3/4 5/16 3/16 - - - - -
BP1-2 8 8 8 8 6 6 1 5/16 3/16
BP1-1 8 8 8 8 6 6 1 5/16 - - - - - -
MARK
NUMBER
X+ X- Y+ Y- SX SY T WELD 1 WELD 2 WELD 3
SHEAR LUG
THICKNESS
SHEAR LUG
WIDTH
SHEAR LUG
ORIENTATION TO
WEB
COMMENTS
BASEPLATE SCHEDULE
COLUMN BASE PLATE AND ANCHOR ROD ASSIGNMENT SCHEDULE
COLUMN
LOCATION
MARK TYPE BP TYPE AR MARK COMMENTS
F.2(2 1/8")-8.2(1'-6
7/8")
HSS12X4X1/2 BP-4 AR PER BASE PLATE DETAIL
F.2-9 W12X96 BP1-3 AR-02
F.9(-9'-1 7/8")-8.2(1'-6
7/8")
HSS12X4X1/2 BP-4 AR PER BASE PLATE DETAIL
F.9-9 W12X96 BP1-3 AR-02
G-1 W12X79 BP2-5 AR-01
G-2 W12X65 BP1-1 AR-01
G-3 W12X65 BP1-1 AR-01
G-4 W12X65 BP1-1 AR-01
G-5 W12X79 BP1-1 AR-01
G-6 W12X65 BP1-1 AR-01
G-8 W12X96 BP1-2 AR-01
H-1 W12X79 BP2-6 AR-01
H-2 W12X65 BP1-1 AR-01
H-3 W12X65 BP1-1 AR-01
H-4 W12X65 BP1-1 AR-01
H-5 W12X79 BP2-7 AR-01
H-6 W12X65 BP1-1 AR-01
H-8 W12X96 BP1-2 AR-01
H.6-0.6 W12X136 BP1-2 AR-01
H.8-9 W12X96 BP1-3 AR-02
J-1 W12X79 BP1-2 AR-01
J-2 W12X79 BP1-1 AR-01
J-3 W12X79 BP2-4 AR-01
J-4 W12X79 BP2-3 AR-01
J-5 W12X79 BP3-1 AR-01
J-6 W12X96 BP1-1 AR-01
J-8 W12X96 BP1-4 AR-01
J.3-0.6 W12X136 BP1-2 AR-01
J.5-8.2(1'-6 7/8")
HSS12X4X1/2 BP-4 AR PER BASE PLATE DETAIL
J.5-9 W12X96 BP1-3 AR-02
K(-11 5/8")-8(-1'-3")
HSS12X4X1/2 BP-4 AR PER BASE PLATE DETAIL
K-1 W12X79 BP1-2 AR-01
K-2 W12X65 BP1-1 AR-01
K-3 W12X96 BP1-1 AR-01
K-4 W12X96 BP1-1 AR-01
K-5 W12X79 BP1-1 AR-01
K-6 W12X65 BP1-1 AR-01
K-8 W12X96 BP1-2 AR-01
K.2-9 W12X96 BP1-3 AR-02
L-1 W12X79 BP2-5 AR-01
L-2 W12X65 BP1-1 AR-01
L-3 W12X65 BP1-1 AR-01
L-4 W12X65 BP1-1 AR-01
L-5 W12X79 BP1-1 AR-01
L-6 W12X65 BP1-1 AR-01
L-8 W12X96 BP1-2 AR-01
L.7-4.5 W12X65 BP1-1 AR-01
M-1 W12X79 BP2-6 AR-01
M-2 W12X65 BP1-1 AR-01
M-3 W12X96 BP1-1 AR-01
M-4 W12X96 BP1-1 AR-01
M-5 W12X79 BP1-1 AR-01
M-6 W12X65 BP1-1 AR-01
M-8 W12X96 BP1-2 AR-01
N-1 W12X79 BP1-2 AR-01
N-2 W12X79 BP2-2 AR-01
N-3 W12X79 BP2-1 AR-01
N-4 W12X79 BP1-2 AR-01
N-5 W12X79 BP1-2 AR-01
N-6 W12X96 BP1-2 AR-01
N-7 W12X96 BP2-1 AR-01
N-8 W12X96 BP1-4 AR-01
COLUMN BASE PLATE AND ANCHOR ROD ASSIGNMENT SCHEDULE
COLUMN
LOCATION
MARK TYPE BP TYPE AR MARK COMMENTS
A-1.3 W12X79 BP1-2 AR-01
A-2 W12X79 BP2-2 AR-01
A-3 W12X79 BP2-1 AR-01
A-4 W12X79 BP1-2 AR-01
A-5 W12X79 BP1-2 AR-01
A-6 W12X96 BP1-2 AR-01
A-7 W12X96 BP2-1 AR-01
A-8 W12X96 BP1-5 AR-01
A.6-9 W12X96 BP1-3 AR-02
B(1'-3 5/8")-8(-1'-3")
HSS12X4X1/2 BP-4 AR PER BASE PLATE DETAIL
B-1.3 W12X79 BP2-5 AR-01
B-2 W12X65 BP1-1 AR-01
B-3 W12X65 BP1-1 AR-01
B-4 W12X65 BP1-1 AR-01
B-5 W12X79 BP1-1 AR-01
B-6 W12X65 BP1-1 AR-01
B-8 W12X96 BP1-2 AR-01
B.3-4.5 W12X65 BP1-1 AR-01
B.5-8.2(1'-6 7/8")
HSS12X4X1/2 BP-4 AR PER BASE PLATE DETAIL
B.5-9 W12X96 BP1-3 AR-02
C-1.3 W12X79 BP2-6 AR-01
C-2 W12X65 BP1-1 AR-01
C-3 W12X65 BP1-1 AR-01
C-4 W12X65 BP1-1 AR-01
C-5 W12X79 BP1-1 AR-01
C-6 W12X65 BP1-1 AR-01
C-8 W12X96 BP1-2 AR-01
C.2-9 W12X96 BP1-3 AR-02
C.3-3 W12X65 BP1-1 AR-01
C.3-4 W12X65 BP1-1 AR-01
D-1 W14X159 BP1-2 AR-01
D-1.3 W12X96 BP1-1 AR-01
D-2 W12X96 BP1-1 AR-01
D-5 W12X79 BP2-7 AR-01
D-6 W12X65 BP1-1 AR-01
D-8 W12X96 BP1-2 AR-01
D.5-3 W12X65 BP1-1 AR-01
D.5-4 W12X65 BP1-1 AR-01
D.8-1 W14X159 BP1-2 AR-01
E-0.8 W12X96 BP1-2 AR-01
E-1 W12X79 BP1-2 AR-01
E-1.3 W12X96 BP1-1 AR-01
E-2 W12X96 BP1-1 AR-01
E-3 W12X65 BP1-1 AR-01
E-4 W12X65 BP1-1 AR-01
E-5 W12X79 BP2-8 AR-01
E-6 W12X65 BP1-1 AR-01
E-8 W12X96 BP1-5 AR-01
E.6-9 W12X96 BP1-3 AR-02
F-1 W12X79 BP1-2 AR-01
F-2 W12X79 BP1-1 AR-01
F-3 W12X79 BP2-4 AR-01
F-4 W12X79 BP2-3 AR-01
F-5 W12X79 BP3-1 AR-01
F-6 W12X96 BP1-1 AR-01
F-8 W12X96 BP1-2 AR-01
1 1/2" = 1'-0"A5
TYPICAL SHEAR LUG
2'0 1'6"
M A
R K
D E
S C
R
IP
T
IO
N D
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E
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E V
IS
E
D I
N A
C C
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D A
N C
E W
IT
H
A M
E N
D M
E N
T
/4 /2
1 0.8
(2) BOLTS AT 5 1/2"
GAUGE TYP
EACH SIDE OF
COLUMN
3/4" CAP
1/2" EDGE AROUND
COLUMN MIN
1/2" STIFFENER PL
NS AND FS TYP
1/4
1/4
1/4
1/4
TYP
BEAM PER PLAN
1/4
COL PER PLAN
1/2"
ROOF DECK PLAN
2"2"2" 2"
1'-1 1/2"
ANGLE AND BENT
PLATE PER D4/S-562
4"
1/4 3
1/4
TYP TO
BEAM WEB
AND
STIFFENER
PL
BEAM PER PLAN
1/2" PL
EXTEND 3" PAST EDGE
OF STIFFENER PL
1/2" STIFFENER PL
NS AND FS
1/4 2
OF DECK
1'-0" EDGE
PROVIDE BEAM COPE
1/2"
1 1/2"
1 1/2"
1/2"
T Y
P
/2
T Y
P
5/16
1/2" CAP PL
3/8" PL
1/4
1/4
COL FLANGE OR WEB
SEE PLAN FOR COLUMN
ORIENTATION
O F
H S
S
/8
T
Y P
S
ID
E
S
T Y
P
/2
T Y
P
1/2"
1 1/2"
1 1/2"
2"
WF BEAM PER PLAN
3/8" STIFFENER PL
3/8" PL
1/2" CAP PL
HSS PER PLAN
1/4
1/4
1/4
1/4
TYP
CL
5/16 2 - 12
TYP
CHANNEL PER FACADE FRAMING
ELEVATIONS SEE FACADE
ELEVATIONS FOR CHANNEL LOCATION
(TOP VS. BOTTOM FLANGE)
BEAM PER PLAN
COL
EDGE OF DECK
8"
CONT 3/8"
BENT PL
1/4
TYP BOTH SIDES
4"
5/8" ARC SPOT
WELD @ 12" OC
METAL STUD
ATTACHMENT POINT
(LATERAL ONLY).
CONNECTION SHALL BE
AT TOP 1/3 OF BEAM
DEPTH
COLD FORM METAL STUD
(DELEGATED DESIGN) SEE
S-600 SERIES FOR ROOF
WIND LOADS
0.8
1'-1 1/2"
4"
1/4
TYP BOTH SIDES
CONT 3/8"
BENT PL
5/8" ARC SPOT
WELD @ 12" OC
CONT L6X3X1/2
1/4
1/4
1/4 3
WT8X28.5 AT ALL OPPOSING
WIDE FLANGE BEAMS
CONNECTION SHEAR TAB
COLD FORM METAL STUD
(DELEGATED DESIGN) SEE
S-600 SERIES FOR ROOF
WIND LOADS
PROVIDE DIAGONAL COLD
FORM METAL STUD STRUT
(DELEGATED DESIGN)
S-562
D1 SIM
OF DECK
1'-0" EDGE
1/2"
3/16 3
3/16 3
TYP
1/4" X 3" PL
TOS EL
TOS WP EL
TOS EL
TOS WP EL
6" PER PLAN
BENT PLATE BETWEEN
CHORD EXTENSIONS
PER PLAN CALLOUT
/2 "6
S-543
F1
S-586
E5 BETWEEN ALL
JOIST SEAT
THIS BEAM
D 1'-4 1/2"
1 1/2"
1 1/2"
/2
T Y
P
T Y
P
/2
DECK AND
ATTACHMENT TO
SUPPORTS PER
SCHEDULE UNO
BEAM PER PLAN
OPPOSING WIDE
FLANGE PER PLAN
FULL DEPTH 3/8"
SHEAR TAB
CONT L4X3X1/2 LLV
WT8X28.5 AT ALL
OPPOSING WIDE
FLANGE BEAMS
CONNECTION SHEAR
TAB. SIM AT COLUMNS 1/4
1/4
1/4
1/4
1/4 3
5/8" ARC SPOT
WELD @ 12" OC
E
1/2"
1/2"
3/16 3
3/16 3TYP, EACH
SIDE OF
GAP 1/4" X 3" PL,
CENTERED AT BEAM SUPPORT
3"
3"
D
BEAM CL
BRACE CL
COLUMN
STANDARD BEAM
CONNECTION NOT
SHOWN
BEAM
PER PLAN
/2
1 1/2"
1/2"
NOTCH CHANNEL WEB
1.5" WIDE TO ALLOW
VERTICAL BRACE
GUSSET PL AND WELD
CONNECTION
CHANNEL GIRT
CONNECTION PER
VERTICAL BRACE
CONNECTION DETAILS
VERTICAL BRACE
GUSSET
1/2" X 8" PL
1/4
1/4
PL TO CHANNELWEB
1/4
1/4
GUSSET TO
PL
F1 S-562
____________________________ A1 S-560
SIM
1/2" STIFFENER PL NS/FS
1/4
1/4
TYP
H S
S X
X
/8
3/4" PL CAP
3/8
1/4
HSS TO
CHANNEL
1/4 2-12
1/4 2-12
ANGLE TO PERIMETER
CHANNEL
ATTACHMENT PER PLAN
ATTACHMENT PER PLAN
DECK SUPPORT PER PLAN
BETWEEN ALL HSS TYP
1 1/2" TYP
1 1/2" TYP
TYP HSS TO HSS
CONNECTION
6"
(2) BOLTS @ STD GAUGE,
TYP
TOS 111'-0"
TOS 110'-2"
TOS 114'-7 3/4"
SIDE
CHANNEL
PER PLAN
DECK SUPPORT
ANGLES PER PLAN
AND OTHER DETAILS
TOS 111'-0"
TOP
CHANNEL
PER PLAN
DECK SUPPORT
ANGLES PER PLAN
AND OTHER DETAILS
D
TOS LEVEL 2
114'-7 1/2"
/2
T Y
P
T Y
P
1/2"
1 1/2"
1 1/2"
4 1/2"
(2) BOLTS @ STD GAUGE
3/8" PL
WIDE FLANGE PER PLAN
1/2" PL X 9" SHORT
SLOTS PARALLEL
TO WIDE FLANGE
1/4
3 SIDES PL
TO HSS
HSS PER PLAN
1/4
1/4
PROVIDE SHIM AS REQUIRED, TYP
3 3/4"
3/8" PL X 10"
1/4
TYP
3/8" PL X 10" 1/2" PL X 9" SHORT SLOTS
PARALLEL TO WIDE FLANGE
TOS 114'-7 3/4"
PER PLAN
BEAM PER
PLAN
BEAM PER PLAN
2"
MIN
4"
1/2"
OPEN
3/16 1-12
1/4" EDGE PL
DECK AND
ATTACHMENT
TO EACH
BEAM PER
SCHEDULE
COL
D
TOS LEVEL 2
114'-7 1/2"
1/4
1/4
TYP
1 1/2"
1 1/2"
1/2"
(2) BOLTS @ 5 1/2" GAUGE
1/2" PL X 9" TYP WITH
SHORT SLOTS PARALLEL
TO WIDE FLANGE BEAM
BEAM TO COL
CONNECTION PER
OTHER DETAILS
BEAM PER PLAN
COL PER PLAN
SHIM AS REQUIRED FOR FIT UP
D
PROVIDE FULLY WELDED STEEL
CLOSURE PLATES TO BEAM
FLANGE EDGES FOR FLASHING
ATTACHMENT. SLOPE TOP
PLATE TO DRAIN
1/4" PLATE TYPICAL
EACH SIDE OF WEB
3/16
GRIND SMOOTH
TYP
126'-7"
126'-6"
125'-9"
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
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F
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2 3 4 5 6 7 8 9 10
C:\Revit\local_18\FB-75RBHQ-AS_kamarad19.rvt
4/5/2022 10:56:24 AM
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Y
W H
N R
A B
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W N
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A M
A R
A D
N D
A V
IS
-8
-0
S-562
S E
C O
N D
A R
Y D
E T
A
IL
S
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
C T
S C
O R
P
W
T
H S
T R
E E
T S
U
IT
E
O V
E R
L A
N D
P A
R K
K
S
-2
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S
O F
B A
T T
A L
IO
N H
E A
D Q
U A
R T
E R
S F
A C
IL
IT
Y F
Y
P N
N B
O L D
S
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
SHEET ID
1" = 1'-0"E7
SECTION
1" = 1'-0"F3
SECTION
1" = 1'-0"F4
SECTION
1" = 1'-0"F1
SECTION
1" = 1'-0"D3
SECTION
1" = 1'-0"D4
SECTION
1" = 1'-0"C8
SECTION
1" = 1'-0"D1
SECTION
1" = 1'-0"B4
SECTION
1" = 1'-0"B1
SECTION
1" = 1'-0"A1
SECTION
1" = 1'-0"A4
SECTION 1" = 1'-0"A9
SECTION
2'1' 4'02'1' 4'02'1' 4'0
2'1' 4'0 2'1' 4'0
2'1' 4'0
2'1' 4'0
2'1' 4'02'1' 4'0
2'1' 4'0
2'1' 4'0
2'1' 4'0
2'1' 4'0
1" = 1'-0"D8
SECTION
2'1' 4'0
1" = 1'-0"A6
SECTION
2'1' 4'0
M A
R K
D E
S C
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IP
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IO
N D
A T
E
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E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
/4 /2
FOUNDATION
LEVEL
FOUNDATION
LEVEL
98'-0" 98'-0"
TOS LEVEL 2 TOS LEVEL 2
114'-7 1/2" 114'-7 1/2"
TOS CANOPY
ROOF
TOS CANOPY
ROOF
119'-0 3/16" 119'-0 3/16"
TOS ROOF
LEVEL -
NORTH BAR
TOS ROOF
LEVEL -
NORTH BAR
129'-8" 129'-8"
TOS
PENTHOUSE
ROOF
TOS
PENTHOUSE
ROOF
147'-3" 147'-3"
Column Locations
A-1.3, B-1.3, C-1.3 A-2, F-2, J-2, N-2 A-3, F-3, J-3, N-3 A-4, F-4, J-4, N-4
A-5, B-5, C-5, D-5, E-5, F-1, F-5, G-1, G-5, H-1, H-5, J-1, J-5, K-1, K-5, L-1, L-5, M-1, M-5, N-1, N-5
A-6, F-6, J-6, N-6 A-7, N-7
A-8, B-8, C-8, D-8, E-8, F-8, G-8, H-8, J-8, K-8, L-8, M-8, N-8
A.6-9, B.5-9, C.2-9, E.6-9, F.2-9, F.9-9, H.8-9, J.5-9, K.2-9
B-2, C-2, G-2, H-2, K-2, L-2, M-2
B-3, C-3, C.3-3, D.5-3, G-3, H-3
B-4, C-4, C.3-4, D.5-4, E-4, G-4, H-4
B-6, C-6, D-6, E-6, G-6, H-6, K-6, L-6, M-6
B(1'-3 5/8")-8(-1'-3"), B.5-8.2(1'-6 7/8"), F.2(2 1/8")-8.2(1'-6
7/8"), F.9(-9'-1 7/8")-8.2(1'-6 7/8"), J.5-8.2(1'-6 7/8"), K(-11 5/8")-8(-1'-3")
B.3-4.5, L-3, L-4, L.7-4.5
D-1 D-1.3, E-1.3 D-2, E-2 D.8-1 E-0.8
FOUNDATION
LEVEL
FOUNDATION
LEVEL
98'-0" 98'-0"
TOS LEVEL 2 TOS LEVEL 2
114'-7 1/2" 114'-7 1/2"
TOS CANOPY
ROOF
TOS CANOPY
ROOF
119'-0 3/16" 119'-0 3/16"
TOS ROOF
LEVEL -
NORTH BAR
TOS ROOF
LEVEL -
NORTH BAR
129'-8" 129'-8"
TOS
PENTHOUSE
ROOF
TOS
PENTHOUSE
ROOF
147'-3" 147'-3"
Column Locations
E-1 E-3 H.6-0.6, J.3-0.6 K-3, M-3 K-4, M-4
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
H S
S X
X
/2
W X
W X
W X
W X
W X
W X
W X
W X
100'-5 1/2"
96'-1 1/2" 98'-1 1/2"
100'-1 1/2"
98'-1 1/2" 98'-1 1/2" 98'-1 1/2" 98'-1 1/2" 98'-1 1/2" 98'-1 1/2" 98'-1 1/2" 98'-1 1/2"
100'-1 1/2"
98'-1 1/2" 98'-1 1/2" 98'-1 1/2" 98'-1 1/2" 98'-1 1/2" 98'-1 1/2"
100'-1 1/2"
98'-1 1/2" 98'-1 1/2"
100'-1 1/2" W
X
W X
98'-1 1/2"
98'-1 1/2"
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
CONSTRUCTIONBIM MODEL &
COLUMN SCHEDULE
COLUMN WP AT
BOTTOM OF
BASEPLATE
COLUMN
BASE PLATE THICKNESS
PER OTHER SHEETS
BOT OF BASE PLATE
TOC
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
C:\Revit\local_18\FB-75RBHQ-AS_kamarad19.rvt
4/5/2022 10:56:26 AM
J A
N U
A R
Y
W H
N R
A B
R O
W N
A K
A M
A R
A D
N D
A V
IS
-8
-0
S-601
C O
L U
M N
S C
H E
D U
L E
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
C T
S C
O R
P
W
T
H S
T R
E E
T S
U
IT
E
O V
E R
L A
N D
P A
R K
K
S
-2
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S
O F
B A
T T
A L
IO
N H
E A
D Q
U A
R T
E R
S F
A C
IL
IT
Y F
Y
P N
N B
O L D
S
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
SHEET ID
GRAPHICAL COLUMN SCHEDULE
NTS
NTSB8
BIM MODEL AND CONSTRUCTION BOTTOM OF
BASEPLATE RELATIONSHIP
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
/4 /2
1.3
4.5
B.3 D.5
MATCHLINE SEE A1 / SF124
C.3
1'-4"
0.8
D.8
1'-4"
10"
1'-4"
1'-4"
W X
W27X84 W27X194 W27X194 W18X86
W X
W27X194
H S
S X
X
/8
W18X86
W X
W X
W X
W18X40
W18X40 W21X73 W21X73 W21X73
W18X40
W18X40
W21X83 W21X68 W21X68
W27X161
W24X103
W21X93
W21X68
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W18X40
W18X40
W X
W X
W X
W18X40
W18X40
W21X83
W21X83
W24X117
W24X117
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W18X40
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W16X36
H S
S X
X
/8
W X
W X
W X
W X
W X
W X
W X
W12X19
W X
[2
[18]
[18]
[18]
[18]
[30]
[30]
[30]
[30]
[30]
[30]
[30]
[30]
[10]
[10]
[34]
[34]
[14]
[14]
[30]
[30] [30] [30]
[30]
[30]
[30]
[6]
[14]
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[8
[2
[3
[3
[3
[1
[1
[1
[1
[1
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[1
18'-4" 12'-10" 17'-2" 10'-8" 19'-4" 15'-0" 10'-0" 5'-0"
1'-4"
W X
W18X86
7'-8" 9'-8" k k k k k k k k k 2 k k k k k k k k k k k k k k k k k k k k k k k k1 k k k2 k k k k2 k k k k k k k 2 k k k k k 2 k k k k 2 k k k k k k k k k k2 k k k2 k
10k k
10k k k3 k k k k k k2 k k k k k k k k k k k k k k k k k 2 k k k k k k k k k k k k k k k k k k k2 k k k k k k k2 k k k k k k k k
24k k k k k k k k k k k k k k k k k 2 k k k k 4 k k k
34k 64k 67k 66k 51k
71k28k99k18k92k48k
41k 85k 19k 105k 28k 105k
34k 64k 64k 68k
28k87k18k84k48k
41k 85k 19k 94k 28k k
3 EQ SPACES 4 EQ SPACES 4 EQ SPACES 4 EQ SPACES
2 EQ SPACES 3 EQ SPACES
2 EQ SPACES 2 EQ SPACES4'-4" 4 EQ SPACES
NOTE 1
NOTE 1
F4 S-562
[1
10k 10k
22k
CHANNEL GIRT
BELOW
10k10k
[8] W10X22
10k10k
[8]
W10X22
10k10k
[8] W10X22
10k10k
[8] W10X22
10k10k
[8] W10X22
10k10k
[8]
W10X22
10k10k
[8] W10X22
10k10k
[8] W10X22
10k 10k 10k
[8] [8] [8]
10k 10k
W10X22 W10X22A4 S-562
F3 S-562
TYP HSS
TO COL,
UNO
CHANNEL GIRT
BELOW
CHANNEL GIRT
BELOW
CHANNEL GIRT
BELOW
CHANNEL GIRT
BELOW
D8 S-562
D8 S-562
TOS EL 114'-7 3/4"
TOS EL 100'-1 1/2"
TOS EL 100'-1 1/2"
TOS EL 114'-7 3/4"
M A
T C
H L
IN
E S
E E
F
(S H
E E
T N
O T
E
(SHEET NOTE 2)
(SHEET NOTE 2)
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
D E F
A B C
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
PLAN NORTH
KEY PLAN
SCALE: NTS
C:\Revit\local_18\FB-75RBHQ-AS_kamarad19.rvt
4/5/2022 10:56:29 AM
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N U
A R
Y
W H
N R
A B
R O
W N
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N D
A V
IS
-8
-0
SF121
F R
A M
IN
G
P L A
N L
E V
E L
A
R E
A A
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
C T
S C
O R
P
W
T
H S
T R
E E
T S
U
IT
E
O V
E R
L A
N D
P A
R K
K
S
-2
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S
O F
B A
T T
A L
IO
N H
E A
D Q
U A
R T
E R
S F
A C
IL
IT
Y F
Y
P N
N B
O L D
S
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
SHEET ID
1/8" = 1'-0"A1
FRAMING PLAN LEVEL 2 - AREA A - TOS EL 117'-4 1/2" UNO
8'4' 16'0
SHEET NOTES:
1. SEE STAIR AND ELEVATOR SHAFT FRAMING LEVELS SHEET FOR
STEEL SIZE, ELEVATION AND DETAILS.
2. BEAM HAS CONCRETE TOPPED DECK FOR ONLY A PORTION OF THE BEAM
SPAN. STUDS PER B1 ON S-590 SHALL BE PROVIDED @ 12" OC MAX FOR
THE PORTION THAT HAS CONCRETE TOPPED DECK.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
/4 /2
E F G H J
1.3
4.5
MATCHLINE SEE A1 / SF125
M A
T C
H L
IN
E S
E E
F
1'-4"
7'-0" 6'-4"
2 EQ SPACES13'-4" 6'-0"
2 EQ SPACES
0.8
D.8 H.6
0.6
1'-4"
1'-4" 5'-0"
W X
W27X194 W27X194 W27X194 W27X194
W27X161 W21X93 W21X93 W21X93
W24X103 W21X83 W21X83 W21X83
W21X93 W21X93 W21X93 W21X93
W21X68 W21X68 W21X68 W21X68
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
H S
S X
X
/8
W X
W X
W X
W X
W X
W12X19
[30] [30][30] [30]
[30] [30][30] [30]
[30] [30][30] [30]
[30] [30][30] [30]
[30][30] [30]
[8]
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[2
[3
[3
[3
[3
[2
[2
[2
[2
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
5'-0"
5'-0" 30'-0" 30'-0" 30'-0" 19'-6" 10'-6"
1'-4"
W X k k k k k k1 k k k k k k k k k
10k k
10k k k3 k k k k k k k k k k k k k 4 k k k
51k
71k
105k
68k
28k
28k 102k k 3 k k k k 3 k k k k 3 k k k k k k k k k k k 2 k k k2 k k k k2 k k k k3 k k k 2 k k k k k k k k k k
85k k k k k k k k k k k k2 k k k k k k k k2 k k k k k k k 2 k k k k k k k2 k k k k2 k k k k4 k
108k 82k 82k
76k
82k82k
76k91k
84k 84k 82k 82k
76k76k84k
95k 82k 82k 118k
10k10k 10k
81k k k k k k k k k k k k 1 k k k k 1 k
4 EQ SPACES
4 EQ SPACES 4 EQ SPACES 4 EQ SPACES
NOTE 1
[1
84k
94k
10k 10k 10k 10k 10k 10k 10k 10k 10k 10k 10k 10k 10k 10k 10k10k 10k 10k 10k 10k 10k 10k 10k 10k 10k 10k 10k
[8] [8] [8] [8] [8] [8] [8] [8] [8] [8] [8] [8] [8] [8] [8] [8]
10k 10k 10k
W10X22 W10X22 W10X22
W10X22 W10X22 W10X22 W10X22 W10X22 W10X22 W10X22 W10X22 W10X22 W10X22 W10X22 W10X22
CHANNEL GIRT
BELOW
CHANNEL GIRT
BELOW
CHANNEL GIRT
BELOW
CHANNEL GIRT
BELOW
M A
T C
H L
IN
E S
E E
F
(SHEET NOTE 2)
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
D E F
A B C
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
PLAN NORTH
KEY PLAN
SCALE: NTS
C:\Revit\local_18\FB-75RBHQ-AS_kamarad19.rvt
4/5/2022 10:56:32 AM
J A
N U
A R
Y
W H
N R
A B
R O
W N
A K
A M
A R
A D
N D
A V
IS
-8
-0
SF122
F R
A M
IN
G
P L A
N L
E V
E L
A
R E
A B
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
C T
S C
O R
P
W
T
H S
T R
E E
T S
U
IT
E
O V
E R
L A
N D
P A
R K
K
S
-2
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S
O F
B A
T T
A L
IO
N H
E A
D Q
U A
R T
E R
S F
A C
IL
IT
Y F
Y
P N
N B
O L D
S
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
SHEET ID1/8" = 1'-0"A1
FRAMING PLAN LEVEL 2 - AREA B - TOS EL 117'-4 1/2" UNO
8'4' 16'0
SHEET NOTES:
1. SEE STAIR AND ELEVATOR SHAFT FRAMING LEVELS SHEET FOR
STEEL SIZE, ELEVATION AND DETAILS.
2. BEAM HAS CONCRETE TOPPED DECK FOR ONLY A PORTION OF THE BEAM
SPAN. STUDS PER B1 ON S-590 SHALL BE PROVIDED @ 12" OC MAX FOR
THE PORTION THAT HAS CONCRETE TOPPED DECK.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
/4 /2
J K L M N
1.3
4.5
L.7
M A
T C
H L
IN
E S
E E
F
MATCHLINE SEE A1 / SF126
J.3
0.6
1'-4"
W27X194 W27X194 W27X194 W27X84
W21X93 W21X93 W21X93 W18X40
W21X83 W21X83 W21X83 W18X40
W21X93 W21X93 W21X93 W18X40
W21X68 W21X68 W21X83 W18X40
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W18X40
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W12X19
W12X19
[30] [30]
[30]
[30] [30] [36]
[30] [30] [40]
[30] [30] [30]
[30] [30] [30] [18]
[18]
[18]
[18]
[6]
[8]
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[2
[3
[2
[2
[3
[2
[2
[3
[2
[2
[3
[2
[2
[3
[2
[2
[3
[2
[2
[3
[2
[2
[1
[1
[1
[1 ] [1
[1
10'-6" 19'-6" 30'-0" 17'-2" 12'-10" 18'-4"
82k
76k
82k k 3 k k k k 3 k k k k 3 k k k k k k k k k2 k k k k k k k k k k k 4 k k k k 3 k k k k 4 k k k k k k k k k1 k k k k3 k k2 k k k k4 k k
111k 105k 106k
102k87k91k
84k 84k 84k k k k k k k k k k k k3 k k k k k
118k 100k 118k 58k k k k k k k k k k3 k k k k4 k k k k k k k 2 k k k k k k k k k k k k k k k k k k k
33k 33k
10k 10k
10k10k k k k k 1 k k k k k k k
4 EQ SPACES 4 EQ SPACES 4 EQ SPACES 3 EQ SPACES
SPACES
3 EQ 2 EQ SPACES
10"
NOTE 1
10k
10k
10k
10k
10k
E
Q S
P A
C E
S
S P
A C
E S
E
Q
[8]
[8]
[8]
[8]
[8]
W12X19
W12X19
W12X19
W12X19
W12X19
10k
10k
[8]
[8]
[8]
[8] 10k
W12X19
W12X19
W12X19
W12X19
B8 S-561
84k 84k 84k 45k
85k 100k 60k94k
10k
10k
10k
10k
10k
10k
10k
10k
10k
10k
10k 10k
[8]
W10X22
10k 10k 10k 10k 10k 10k 10k 10k 10k 10k 10k10k 10k 10k 10k 10k 10k 10k 10k 10k 10k 10k
[8][8][8][8][8][8][8][8][8][8][8]
W10X22W10X22W10X22W10X22W10X22W10X22W10X22W10X22W10X22W10X22W10X22
CHANNEL GIRT
BELOW
CHANNEL GIRT
BELOW
CHANNEL GIRT
BELOW
CHANNEL GIRT
BELOW
(SHEET NOTE 2)
(S H
E E
T N
O T
E
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
D E F
A B C
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
PLAN NORTH
KEY PLAN
SCALE: NTS
C:\Revit\local_18\FB-75RBHQ-AS_kamarad19.rvt
4/5/2022 10:56:35 AM
J A
N U
A R
Y
W H
N R
A B
R O
W N
A K
A M
A R
A D
N D
A V
IS
-8
-0
SF123
F R
A M
IN
G
P L A
N L
E V
E L
A
R E
A C
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
C T
S C
O R
P
W
T
H S
T R
E E
T S
U
IT
E
O V
E R
L A
N D
P A
R K
K
S
-2
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S
O F
B A
T T
A L
IO
N H
E A
D Q
U A
R T
E R
S F
A C
IL
IT
Y F
Y
P N
N B
O L D
S
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
SHEET ID1/8" = 1'-0"A1
FRAMING PLAN LEVEL 2 - AREA C - TOS EL 117'-4 1/2" UNO
8'4' 16'0
SHEET NOTES:
1. SEE STAIR AND ELEVATOR SHAFT FRAMING LEVELS SHEET FOR
STEEL SIZE, ELEVATION AND DETAILS.
2. BEAM HAS CONCRETE TOPPED DECK FOR ONLY A PORTION OF THE BEAM
SPAN. STUDS PER B1 ON S-590 SHALL BE PROVIDED @ 12" OC MAX FOR
THE PORTION THAT HAS CONCRETE TOPPED DECK.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
/4 /2
D.5C.3
A.6 B.5 C.2
8.2
W18X40
W X
W18X40
W21X83 W21X68 W21X68
W18X40 W18X40 W18X40
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
[30] [30]
MATCHLINE SEE A1 / SF121
18'-4" 30'-0" 10'-8" 19'-4" 15'-0" 15'-0"
/8
/8
10'-5 1/2" 23'-0" 23'-0"
M A
T C
H L
IN
E S
E E
F k k k k 1 k k k k 1 k k k k 1 k k k
10k10k10k10k k k k k k 1 k k k k 1 k k k k 1 k k
10k10k10k10k 10k
3 EQ SPACES 4 EQ SPACES 4 EQ SPACES 4 EQ SPACES
(SHEET NOTE 2)
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
D E F
A B C
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
PLAN NORTH
KEY PLAN
SCALE: NTS
C:\Revit\local_18\FB-75RBHQ-AS_kamarad19.rvt
4/5/2022 10:56:37 AM
J A
N U
A R
Y
W H
N R
A B
R O
W N
A K
A M
A R
A D
N D
A V
IS
-8
-0
SF124
F R
A M
IN
G
P L A
N L
E V
E L
A
R E
A D
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
C T
S C
O R
P
W
T
H S
T R
E E
T S
U
IT
E
O V
E R
L A
N D
P A
R K
K
S
-2
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S
O F
B A
T T
A L
IO
N H
E A
D Q
U A
R T
E R
S F
A C
IL
IT
Y F
Y
P N
N B
O L D
S
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
SHEET ID
8'4' 16'0 1/8" = 1'-0"A1
FRAMING PLAN LEVEL 2 - AREA D - TOS EL 117'-4 1/2" UNO
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
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D M
E N
T
/4 /2
SHEET NOTES:
1. NOT USED.
2. BEAM HAS CONCRETE TOPPED DECK FOR ONLY A PORTION OF THE BEAM
SPAN. STUDS PER B1 ON S-590 SHALL BE PROVIDED @ 12" OC MAX FOR
THE PORTION THAT HAS CONCRETE TOPPED DECK.
J K L M N
J.5 K.2
8.2
W21X68 W21X68 W21X83 W18X40
W18X40 W18X40 W18X40
W X
W X
W X
W X
W18X40
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
W X
[30] [30]
30'-0" 30'-0" 30'-0" 18'-4"
/8
/8
MATCHLINE SEE A1 / SF123
M A
T C
H L
IN
E S
E E
F k k k3 k k2 k k k k4 k k
10k 1 k 1 k k k k 1 k k k k 1 k k k k k
10k10k10k10k k k
10k k k
10k k k 1 k k
10k k k 1 k k k k
10k
3 EQ SPACES4 EQ SPACES4 EQ SPACES4 EQ SPACES
(SHEET NOTE 2)
GENERAL NOTES:
1. FOR STRUCTURAL GENERAL NOTES AND ABBREVIATIONS SEE ALL
SHEETS INCLUDED IN THE S-0NN SERIES (NN VARIES FROM 1 UP TO 10).
D E F
A B C
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
PLAN NORTH
KEY PLAN
SCALE: NTS
C:\Revit\local_18\FB-75RBHQ-AS_kamarad19.rvt
4/5/2022 10:56:39 AM
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Y
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A B
R O
W N
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A V
IS
-8
-0
SF126
F R
A M
IN
G
P L A
N L
E V
E L
A
R E
A F
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
C T
S C
O R
P
W
T
H S
T R
E E
T S
U
IT
E
O V
E R
L A
N D
P A
R K
K
S
-2
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S
O F
B A
T T
A L
IO
N H
E A
D Q
U A
R T
E R
S F
A C
IL
IT
Y F
Y
P N
N B
O L D
S
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
SHEET ID
8'4' 16'0 1/8" = 1'-0"A1
FRAMING PLAN LEVEL 2 - AREA F
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
E
D I
N A
C C
O R
D A
N C
E W
IT
H
A M
E N
D M
E N
T
/4 /2
SHEET NOTES:
1. NOT USED.
2. BEAM HAS CONCRETE TOPPED DECK FOR ONLY A PORTION OF THE BEAM
SPAN. STUDS PER B1 ON S-590 SHALL BE PROVIDED @ 12" OC MAX FOR
THE PORTION THAT HAS CONCRETE TOPPED DECK.
1.3
4.5
B.3 D.5
M A
T C
H L
IN
E S
E E
-1
METAL SOFFIT PANELS;
MWP2
C.3
218.3
218.2
213.2 213.3 213.4 213.5
218.5
218.4 213.1
219 216 215
9'-6"
9'-6"
9'-6"
9'-6" 9'-6" 9'-6" 9'-6"
21'-11"
9'-6"
9'-6" 9'-6"
8'-0"
9'-6"
OTS
OTS
OTS
OTS
9'-0"
OTS
OTS
218.1
9'-6"
9'-6"
0.8
D.8
9'-6"
1 2
OTS
9'-6"
7 1/2"
CONC OVER STEEL DECK
1 HR RATED CEILING W1
EQ
E Q
5'-0"
EQ EQ
EQ EQ
EQ EQ
/2
6'-8 1/2" 6'-8 1/2" 6'-8 1/2" 5'-2 3/4"
/4
/4
"EQ 5'-3 1/4" 5'-3 1/4" 5'-3 1/4" EQ
/4
/2
/2
/2
E Q
E Q
SHEET NOTE 1
SD
GWB CEILING
RECESSED CAN LIGHTING FIXTURE
SMOKE DETECTOR (REFER TO FA DWGS)
EXIT SIGN LOCATION (REFER TO FA DWGS)
2' x 4' LIGHT
1' X 8' PENDANT
PROJECTION SCREEN
DIFFUSER - ROUND OR SQUARE
RETURN
00'-00" CEILING HEIGHT, ABOVE FINISH FLOOR
2'-0" x 4'-0" SUSPENDED ACOUSTICAL CEILING; ACT1
2' x 2' LIGHT
2'-0" x 4'-0" SUSPENDED ACOUSTICAL CEILING; ACT2
CEILING LEGEND:
5'-0" x 5'-9" SUSPENDED ACOUSTICAL CEILING CLOUD;
ACCL; 9'-6" AFF UON
SUSPENDED ACOUSTICAL CEILING BAFFLES; ACB; 9'-6" AFF
SUSPENDED ACOUSTICAL PARTITION; AP
SUSPENDED ACOUSTICAL CEILING CANOPY; ACC
OPEN TO STRUCTURE, OTSOTS
OR
INTERIOR FINISH LEGEND
CEILING TO RECEIVE CEILING PAINT PNT1.
CEILING TO RECEIVE CEILING PAINT PNT2. ALL MECHANICAL,
FIRE SUPPRESSION, AND OTHER VISIBLE PIPE AND DUCTWORK
ABOVE SUSPENDED CEILING ELEMENTS TO ALSO RECEIVE PNT2
WHERE CEILINGS ARE OTS.
SUSPENDED ACOUSTICAL CEILING CANOPY; ACC
WALL INDICATED TO RECEIVE METAL WALL PANEL; MWP.
CEILING INDICATED TO RECEIVE K-13 SOUND ABSORPTIVE
SPRAY; SAS. REFER TO SHEET A-600 AND A-601 FOR FINISH
SCHEDULE.
CEILING/FLOOR TYPE Z1 AT ALL LEVEL 1 AREAS BELOW LEVEL 2
S-2 SECURE AREA. FLOOR IS INCLUDED IN THE S-2 SECURE AREA
PERIMETER.
CEILING AND ALL EXPOSED ELEMENTS TO REMAIN
MANUFACTURER FINISH. TOUCH-UPS TO MANUFACTURER FINISH
IN FIELD ONLY.
1. FOR GENERAL NOTES, LEGENDS, ABBREVIATION, AND
THERMAL ENVELOPE REQUIREMENTS, SEE SHEET A-001.
2. BUILDING ELEVATION 100'-0" IS EQUAL TO 281'-0" ABOVE SEA
LEVEL.
3. SEE DRAWING A-020 SERIES FOR WALL AND SPECIALTY
CEILING TYPES.
4. SEE DRAWING A-600 AND A-601 FOR ROOM FINISH MATERIAL
LEGEND AND MATERIAL CODES. SEE DRAWING A-605 AND A-606
FOR ARCHITECTURAL MATERIAL LEGEND AND MATERIAL
CODES.
5. EXTERIOR MASONRY VENEER ANCHORS AND WALL SHEATHING
SHALL ALLOW FOR BUILDING STRUCTURAL DEFLECTION AND
MOVEMENT. REFER TO GENERAL NOTES ON SHEET A-001.
6. SIZE STUDS TO SUPPORT ALL CABINETRY AND FURNITURE /
FIXTURES AND PROVIDE ADEQUATE BLOCKING WHERE
NEEDED FOR CABINETRY, TOILET ACCESSORIES, ACOUSTICAL
WALL PANELS, AND VISUAL COMMUNICATIONS.
7. PLACE LIGHT FIXTURES IN RELATIONSHIP TO EXPOSED
STRUCTURE ABOVE; MAINTAIN SYMMETRY AND ALIGNMENT AS
SHOWN. LIGHT FIXTURE PLACEMENT TAKES PRECEDENCE
OVER CLOUD (ACCL) PLACEMENT; MAINTAIN CLOUD LAYOUT
AS CLOSE AS POSSIBLE.
8. CENTER ACOUSTICAL CEILING TILE AND GRIDS (ACT2 / GRID2)
IN EACH ROOM, NOT LEAVING CUT TILES LESS THAN 6" UON.
GENERAL NOTES:
D E F
A B C
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
PLAN NORTH
KEY PLAN
SCALE: NTS
C:\Users\pin88842\Documents\FB-75RBHQ-AS_PinoSACKZH.rvt
4/4/2022 9:41:11 AM
J A
N U
A R
Y
W H
N R
L A
D A
M S
S P
IN
O
N D
A V
IS
-8
-0
A-151
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
L E
V E
L
A
R E
A A
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
C T
S C
O R
P
W
T
H S
T R
E E
T S
U
IT
E
O V
E R
L A
N D
P A
R K
K
S
-2
F O
R T
B E
N N
IN
G
G
E O
R G
IA
S
O F
B A
T T
A L
IO
N H
E A
D Q
U A
R T
E R
S F
A C
IL
IT
Y F
Y
P N
S K
E T
C H
U M
IS
S
U E
F O
R C
O N
S T
R U
C T
IO
N
SHEET ID
1/8" = 1'-0"A1
REFLECTED CEILING PLAN - LEVEL 2 - AREA A
8'4' 16'0
SHEET NOTES:
1. GYP BOARD CEILING AT 9'-6" ABOVE
WOOD PANELS AND TV MONITOR.
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
R
E V
IS
E
D I
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C C
O R
D A
N C
E W
IT
H
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E N
D M
E N
T
/4 /2
04.06.2022
A-201
A-201
A1
E1
A B C D E F G H J K L M N
A-200
D1
A-200
A1
A-202
B1
A-202
E1
1.3
4.5
B.3 D.5 L.7C.3
A.6 B.5 C.2 E.6 F.2 F.9 H.8 J.5 K.2
0.8
D.8 J.3
RIDGE
RIDGE CAP
EPDM ROOF;
EPD 1
DRAIN AND
OVERFLOW
DRAIN PAIR AT
CENTER; DRN 1,
DRN 2
DRAIN AND OVERFLOW
DRAIN PAIR WITHIN
BUILT-IN GUTTER. FOUR
PAIRS TOTAL.
COORDINATE LOCATION
WITH MECHANICAL AND
STRUCTURAL. SLOPE
GUTTER TO DRAINS;
DRN1, DRN2
BUILT-IN GUTTER
GUTTER
RIDGE
1/8" / 12"1/8" / 12"
GUTTER
RIDGE
1/8" / 12"1/8" / 12"
R O
O F
S L O
P E
R O
O F
S L O
P E
ROOF EDGE GUTTER
W/ DOWNSPOUTS. SEE
BUILDING ELEVATIONS
FOR DOWNSPOUT
LOCATIONS
R O
O F
S L O
P E
R O
O F
S L O
P E
R O
O F
S L O
P E
R O
O F
S L O
P E
1" / 12"1" / 12"
GUTTER WITH
DOWNSPOUT AT WEST
AND EAST ENDS; MFL2
GENERAL NOTES:
1. FOR GENERAL NOTES, LEGENDS, ABBREVIATION, AND
THERMAL ENVELOPE REQUIREMENTS, SEE SHEET A-001.
2. BUILDING ELEVATION 100'-0" IS EQUAL TO 281'-0" ABOVE SEA
LEVEL.
3. SEE DRAWING A-020 SERIES FOR WALL AND SPECIALTY
CEILING TYPES.
4. SEE DRAWING A-600 AND A-601 FOR ROOM FINISH MATERIAL
LEGEND AND MATERIAL CODES. SEE DRAWING A-605 AND
A-606 FOR ARCHITECTURAL MATERIAL LEGEND AND
MATERIAL CODES.
5. EXTERIOR MASONRY VENEER ANCHORS AND WALL
SHEATHING SHALL ALLOW FOR BUILDING STRUCTURAL
DEFLECTION AND MOVEMENT. REFER TO GENERAL NOTES
ON SHEET A-001.
6. SIZE STUDS TO SUPPORT ALL CABINETRY AND FURNITURE /
FIXTURES AND PROVIDE ADEQUATE BLOCKING WHERE
NEEDED FOR CABINETRY, TOILET ACCESSORIES,
ACOUSTICAL WALL PANELS, SIGNAGE, AND VISUAL
COMMUNICATIONS.
D E F
A B C
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
F
IL
E N
A M
E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
D
C
B
A
C A
T E
G O
R Y
C O
D E
A N
S I D
E
F
G
2 3 4 5 6 7 8 9 10
PLAN NORTH
KEY PLAN
SCALE: NTS
C:\Users\ADA66347\Documents\FB-75RBHQ-AS_ada66347.rvt
4/6/2022 12:35:13 PM
J A
N U
A R
Y
W H
N R
L A
D A
M S
B H
E G
A R
T Y
N D
A V
IS
-8
-0
A-190
R O
O F
P L A
N
O V
E R
A L L
S A
V A
N N
A H
D
IS
T R
IC
T
W
O
G L E
T H
O R
P E
A V
E
S A
V A
N N
A H
G
A
B L A
C K
V
E A
T C
H S
P E
C
IA
L P
R O
J E
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1/16" = 1'-0"B1
ROOF PLAN - OVERALL
0 8' 16' 32'
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GENERAL NOTES:
1. NOT USED.
2. REFER TO ARCHITECTURE MATERIAL LEGEND A-605
AND A-606 FOR ARCHITECTURAL FINISHES.
3. FOR SIGNAGE INFORMATION SEE SHEETS I-600 AND
I-601 FOR SIGNAGE TYPICALS.
4. PROVIDE RECESSED ENTRANCE MATS AS SHOWN
ON FINISH PLANS.
5. PROVIDE CORNER GUARDS FULL HEIGHT IN ALL
MAJOR CORRIDORS TO PROTECT WALLS.
6. REFER TO FINISH PLANS I-400 SERIES FOR FINISH
LOCATIONS AND CALL OUTS.
7. ALL WALLS ON LEVEL 1 THAT ARE IN ROOMS WHICH
ARE OPEN TO STRUCTURE (OTS) TO RECEIVE PNT2
STARTING AT 12' AFF, ENDING AT THE DECK ABOVE,
UON ON DRAWINGS.
8. ALL WALLS ON LEVEL 2 THAT ARE IN ROOMS WHICH
ARE OPEN TO STRUCTURE (OTS) TO RECEIVE PNT2
STARTING AT 15' AFF, ENDING AT THE DECK ABOVE,
UON ON DRAWINGS.
9. ALL ELECTRICAL SWITCH HANDLES, RECEPTACLE
BODIES, DEVICE COVERS, SWITCH PLATES, AND
ELECTRICAL PANELS TO BE IN A WHITE FINISH
UON.
10. ALL ELECTRICAL SWITCH HANDLES, RECEPTACLE
BODIES, DEVICE COVERS, AND SWITCH PLATES IN
MECHANICAL, FIRE PUMP, ELECTRICAL, AND COMM
ROOMS TO BE IN A STAINLESS STEEL FINISH.
11. ALL FIRE EXTINGUISHER CABINETS TO HAVE A WHITE
ENAMEL PAINT FINISH.
12. ALL MECHANICAL, FIRE SUPPRESSION, AND OTHER
VISIBLE PIPE AND DUCTWORK ABOVE SUSPENDED
CEILING ELEMENTS TO RECEIVE PNT2 WHERE
CEILINGS ARE OTS, UON ON DRAWINGS.
13. ALL EXPOSED STEEL STRUCTURE TO RECEIVE OTS
PAINT PNT2. OPEN TO STRUCTURE CEILINGS TO
RECEIVE PAINT AS SCHEDULED ON REFLECTED
CEILING PLANS, UON ON DRAWINGS.
14. ALL EXPOSED CAULKING, SEALANTS, AND
CONTROL/EXPANSION JOINTS TO MATCH
ADJACENT MATERIAL. REFER TO SPEC SECTION
07 92 00 JOINT SEALANTS FOR REQUIRED SEALANT
COLOR SUBMISSION REQUIREMENTS.
15. REFER TO STRUCTURAL INTERIOR FINISHES COLOR
BOARDS IN PART 3 OF THE CID PACKAGE FOR
TEXTURES, PATTERNS, GENERAL COLOR, AND
OVERALL DESIGN INTENT.
16. THE FOLLOWING PRODUCT COLORS TO BE
COORDINATED AND BALANCED BY THE DESIGNER OF
RECORD (DOR) DURING CONSTRUCTION SUBMITTAL
PHASE TO ASSURE A HARMONIOUS COMPOSITION
THAT MEETS DESIGN INTENT AS REPRESENTED IN
THIS LEGEND. SINCE THE CONTRACTOR HAS
FREEDOM TO SUBMIT MULTIPLE MANUFACTURER
PRODUCTS THAT MEET THE SPECIFICATION
REQUIREMENTS, THE FOLLOWING MATERIAL
COLORS AND FINISHES TO BE SUBMITTED IN TANDEM
TO THE DOR FOR FINAL COLOR REVIEW, APPROVAL,
AND COLOR BALANCING PRIOR TO APPROVAL FOR
PURCHASE. THE PRODUCTS TO BE SUBMITTED IN
TANDEM ARE AS FOLLOWS: 1) CARPET TILE, RUBBER
BASE RB1, HIGH PRESSURE LAMINATE LAM2, PAINT,
VINYL WALL COVERINGS, AND METAL WALL PANEL.
2) VINYL TILE VT1, HIGH PRESSURE LAMINATE LAM4
AND LAM5, AND ACOUSTICAL PARTITION.
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09 90 00 PNT11 PAINT (STEEL DOORS AND FRAMES) MATCH TO PANTONE 19-3906 TPG, DARK SHADOW MULTISURFACE ACRYLIC, EG-SHEL FINISH
DOOR FINISH 06 41 16 LAM4 HIGH PRESSURE LAMINATE VERANDA TEAK 8209 28 GLOSS LINE, FIRE RATED
09 90 00 PNT1 PAINT (CEILING) MATCH TO PANTONE 11-4800 TPG, BLANC DE BLANC ACRYLIC DRYFALL; FLAT FINISH; SELF-PRIMING; PAINT FOR GWB
09 51 00 SAS K-13 SOUND ABSORPTION SPRAY BLACK 1" ON 2" METAL DECK
09 51 00 ACCL ACOUSTICAL CEILING CLOUD MARBLE PET; STEEL GRAY FRAME 5' X 5'-9", 12" DEPTH; PET MATERIAL
09 51 00 ACC ACOUSTICAL CEILING CANOPY
WHITE FINE TEXTURE FINISH FW; FINISH TO MATCH
SW7007
4'D X 6'L X 12"H, LOOK OF DRYWALL
09 51 00 ACB ACOUSTICAL CEILING BAFFLE AMERICAN WALNUT 3"W X 6"H, VARYING LENGTHS, REFER TO A-142 & A-152; PET MATERIAL
09 51 00 GRID2 CEILING GRID WHITE 24" X 48", 9/16"
09 51 00 GRID1 CEILING GRID WHITE PATTERN SH1, 9/16"
09 51 00 ACT2 ACOUSTICAL CEILING TILE WHITE 24" X 48", SQUARE TEGULAR 9/16"
CEILINGS 09 51 00 ACT1 ACOUSTICAL CEILING TILE WHITE PATTERN SH1, SQUARE TEGULAR 9/16"
06 41 16.0010 CDP CABINETRY DOOR & DRAWERS PULLS BRUSHED NICKEL 13/32"W X 1 3/8"D X 5 1/32"H, SQUARE BAR STYLE
06 61 16 SS5 SOLID SURFACE WALL PANEL KOKOURA 9117 36" X 96"
06 61 16 SS4 SOLID SURFACE SHOWER BASE WHITE 8016 36" X 36" FULL CURB, CENTER DRAIN, ADA COMPLIANT
06 61 16 SS3 QUARTZ COUNTERTOPS 6011 INTENSE WHITE 40MM THICK, MITER EDGE, CONCRETE FINISH
06 61 16 SS2 QUARTZ COUNTERTOPS 4600 ORGANIC WHITE 40MM THICK, MITER EDGE, POLISHED FINISH
06 61 16 SS1 QUARTZ COUNTERTOPS 1141 PURE WHITE 40MM THICK, MITER EDGE, POLISHED FINISH
06 41 16 LAM5 HIGH PRESSURE LAMINATE VERANDA TEAK 8209 28 GLOSS LINE
06 41 16 LAM3 HIGH PRESSURE LAMINATE COLUMBIAN WALNUT 7943 38 FINE VELVET TEXTURE
06 41 16 LAM2 HIGH PRESSURE LAMINATE TERRIL 2297 MATTE 58
FINISH
CARPENTRY
06 41 16 LAM1 HIGH PRESSURE LAMINATE EBONY RECON 7997 18 LINEARITY
09 65 00 RB3 RUBBER BASE 55 SILVER GREY WG 4"
09 65 00 RB2 RUBBER BASE TB3 DOVER CG 4.25", RECESS COVED
09 65 00 RB1 RUBBER BASE TA6 BEDROCK CG 4"; COORDINATE COLOR WITH PNT11
09 30 10 SCB SANITARY COVE BASE SATIN ANODIZED 10MM, COVE SHAPED PROFILE
09 66 23 ETB EPOXY TERRAZZO BASE COLOR MATCH ET (EPOXY TERRAZZO FLOORING) 4" X 48"
WALL BASE 09 30 10 CB CERAMIC WALL BASE WHITE BA30 3" X 12", MATTE FINISH, BULLNOSE
12 48 13 EM RECESSED ENTRANCE FLOOR MAT NEW YORK CHARCOAL 1-5/8" DEPTH RECESSED FRAME; CARPET INSERTS
09 69 13 RAF2 RAISED ACCESS FLOORING CHEYENNE GRAY 70103 24" X 24"
09 69 13 RAF1 RAISED ACCESS FLOORING COLOR MATCH ET (EPOXY TERRAZZO FLOORING) 24" X 24"X 1/4" TILE LAMINATED TO RAF FLOOR PANEL;
09 68 00 CPT4 CARPET ROLL NEW YORK CHARCOAL SIZE AS INDICATED ON I-420
09 68 00 CPT3 CARPET TILE COASTAL 955 24" X 24", VERTICAL ASHLAR
09 68 00 CPT2 CARPET TILE SLATE 959 24" X 24", VERTICAL ASHLAR
09 68 00 CPT1 CARPET TILE SLATE 959 24" X 24", QUARTER TURN
09 66 23 ETT EPOXY TERRAZZO TILE FLOORING COLOR MATCH ET (EPOXY TERRAZZO FLOORING) 24" X 24"X 1/4"
09 66 23 ET EPOXY TERRAZZO FLOORING 21-442; EPOXY COLOR: CITADEL WHITE 3833 POURED IN PLACE, THIN SET SYSTEM
09 65 00 VT2 VINYL TILE OPTIMA GREYED OPAL 0202 24" X 24"
09 65 00 VT1 VINYL TILE HERMES - 758 9" X 59", STAGGERED
09 65 00 STR1 STAIR TREADS / RISERS 55 SILVER GREY WG CONTRASTING TOE GRIT TAPE, BLACK
09 30 10 PFT PORCELAIN FLOOR TILE GOVERNOR BLACK DR11 12" X 24", MATTE FINISH, MONOLITHIC
09 30 10 CFT2 CERAMIC FLOOR TILE WHITE BA30 2" X 4", MATTE FINISH, MONOLITHIC
09 30 10 CFT1 CERAMIC FLOOR TILE WHITE BA30 12" X 24", MATTE FINISH, MONOLITHIC
FLOORING 03 30 00 SC SEALED CONCRETE CLEAR POLISHED SEE SPEC FOR PERFORMANCE CRITERIA
CATEGORY SPEC SECTION CODE ITEM COLOR REMARKS
ROOM FINISH MATERIAL LEGEND
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2. REFER TO ARCHITECTURE MATERIAL LEGEND A-605
AND A-606 FOR ARCHITECTURAL FINISHES.
3. FOR SIGNAGE INFORMATION SEE SHEETS I-600 AND
I-601 FOR SIGNAGE TYPICALS.
4. PROVIDE RECESSED ENTRANCE MATS AS SHOWN
ON FINISH PLANS.
5. PROVIDE CORNER GUARDS FULL HEIGHT IN ALL
MAJOR CORRIDORS TO PROTECT WALLS.
6. REFER TO FINISH PLANS I-400 SERIES FOR FINISH
LOCATIONS AND CALL OUTS.
7. ALL WALLS ON LEVEL 1 THAT ARE IN ROOMS WHICH
ARE OPEN TO STRUCTURE (OTS) TO RECEIVE PNT2
STARTING AT 12' AFF, ENDING AT THE DECK ABOVE,
UON ON DRAWINGS.
8. ALL WALLS ON LEVEL 2 THAT ARE IN ROOMS WHICH
ARE OPEN TO STRUCTURE (OTS) TO RECEIVE PNT2
STARTING AT 15' AFF, ENDING AT THE DECK ABOVE,
UON ON DRAWINGS.
9. ALL ELECTRICAL SWITCH HANDLES, RECEPTACLE
BODIES, DEVICE COVERS, SWITCH PLATES, AND
ELECTRICAL PANELS TO BE IN A WHITE FINISH
UON.
10. ALL ELECTRICAL SWITCH HANDLES, RECEPTACLE
BODIES, DEVICE COVERS, AND SWITCH PLATES IN
MECHANICAL, FIRE PUMP, ELECTRICAL, AND COMM
ROOMS TO BE IN A STAINLESS STEEL FINISH.
11. ALL FIRE EXTINGUISHER CABINETS TO HAVE A WHITE
ENAMEL PAINT FINISH.
12. ALL MECHANICAL, FIRE SUPPRESSION, AND OTHER
VISIBLE PIPE AND DUCTWORK ABOVE SUSPENDED
CEILING ELEMENTS TO RECEIVE PNT2 WHERE
CEILINGS ARE OTS, UON ON DRAWINGS.
13. ALL EXPOSED STEEL STRUCTURE TO RECEIVE OTS
PAINT PNT2. OPEN TO STRUCTURE CEILINGS TO
RECEIVE PAINT AS SCHEDULED ON REFLECTED
CEILING PLANS, UON ON DRAWINGS.
14. ALL EXPOSED CAULKING, SEALANTS, AND
CONTROL/EXPANSION JOINTS TO MATCH
ADJACENT MATERIAL. REFER TO SPEC SECTION
07 92 00 JOINT SEALANTS FOR REQUIRED SEALANT
COLOR SUBMISSION REQUIREMENTS.
15. REFER TO STRUCTURAL INTERIOR FINISHES COLOR
BOARDS IN PART 3 OF THE CID PACKAGE FOR
TEXTURES, PATTERNS, GENERAL COLOR, AND
OVERALL DESIGN INTENT.
16. THE FOLLOWING PRODUCT COLORS TO BE
COORDINATED AND BALANCED BY THE DESIGNER OF
RECORD (DOR) DURING CONSTRUCTION SUBMITTAL
PHASE TO ASSURE A HARMONIOUS COMPOSITION
THAT MEETS DESIGN INTENT AS REPRESENTED IN
THIS LEGEND. SINCE THE CONTRACTOR HAS
FREEDOM TO SUBMIT MULTIPLE MANUFACTURER
PRODUCTS THAT MEET THE SPECIFICATION
REQUIREMENTS, THE FOLLOWING MATERIAL
COLORS AND FINISHES TO BE SUBMITTED IN TANDEM
TO THE DOR FOR FINAL COLOR REVIEW, APPROVAL,
AND COLOR BALANCING PRIOR TO APPROVAL FOR
PURCHASE. THE PRODUCTS TO BE SUBMITTED IN
TANDEM ARE AS FOLLOWS: 1) CARPET TILE, RUBBER
BASE RB1, HIGH PRESSURE LAMINATE LAM2, PAINT,
VINYL WALL COVERINGS, AND METAL WALL PANEL.
2) VINYL TILE VT1, HIGH PRESSURE LAMINATE LAM4
AND LAM5, AND ACOUSTICAL PARTITION.
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10 14 00.20 IS5 NO SMOKING ALUM COMPOSITE SIGN PANEL BRIGHT RED ACM-RB-BA ALUMINUM COMPOSITE MATERIAL EXTERIOR SIGN PANEL
10 14 00.20 IS4 TEXT / BRAILLE / RAISED GRAPHICS BOWSTRING / BLACK HELVETICA
10 14 00.20 IS3 METAL ACCENT 05 POLISHED --
10 14 00.20 IS2 ACRYLIC PRINT INSERT DOVE --
SIGNAGE 10 14 00.20 IS1 LAMINATE BACKER LW8214 PHANTOM CHARCOAL --
09 66 23 ETT EPOXY TERRAZZO TILE FLOORING AT ELEVATOR SEE REMARKS
REFER TO SPECIFICS UNDER FLOORING ON SHEET
A-600
14 24 13 EL2
ENTRANCE, TRIM, DOOR, DOOR FRAME, AND
CEILING METAL
SATIN #4 STAINLESS STEEL
ELEVATOR 14 24 13 EL1 PLASTIC LAMINATE WALNUT FIBERWOOD 8915
TOILET
ACCESSORIES
10 28 13 VARIES TOILET ACCESSORIES SATIN FINISH STAINLESS STEEL --
TOILET
PARTITIONS
10 21 13 TP TOILET PARTITIONS BRUSHED STAINLESS STEEL --
10 51 13 LK6 RECESSED CELL PHONE LOCKER SILVER
30.5"W X 42"H X…
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