W912QR20R0018Plans-0004.pdf
PDF 5 MB Posted
- Solicitation number
- W912QR20R0018
About this file
This solicitation is for the design/build renovation of the Caven Point Army Reserve Center Facility in Jersey City, New Jersey. The estimated construction cost is between $10-25 million. The NAICS code is 236220 for commercial and institutional building construction. The size standard is $39.5 million. This is a full and open competition requiring the HUBZone 10% price evaluation preference in accordance with FAR 19.1307. Funds have not been appropriated. No award will be made until funding is available. Offerors must register in SAM, which is free of charge. Technical questions must be submitted through Bidder Inquiry in ProjNet. Site visits will follow FAR 52.236-27 ALT 1. Bid and proposal are used interchangeably. Page numbers may not be accurate. All timeframes refer to calendar days unless otherwise noted.
View the file
Other files
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
N J
C S .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \C
P N J
C S .d g n
-A
P R -2
:5
M A
S O
N H
A N
G E
R
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
P R
O J E
C T N
U M
B E
R P
J E
R S
E Y C
IT
Y
N E
W J
E R
S E
Y
C A
V E
N P
O
IN
T U S
A R
M Y R
E S
E R
V E C
E N
T E
R
T R
A
IN
IN
G B
U
IL
D
IN
G R
E N
O V
A T
IO
N
W
Q R -1
-D -0
J A
N
CERTIFIED FINAL SUBMITTAL
"WELDED WIRE FABRIC
6x6W2.9xW2.9
6"6"
SEE PLANS
WIDTH VARIES
(ASTM D 1557)
OF LABORATORY MAXIMUM DENSITY
6" RAW SUBGRADE COMPACTED 95%
COURSE DGA
6" NJDOT AGGREGATE BASE
JOINT FILLER
PREMOLDED
3/8" 1/8" TO 1/4"
M
IN
TACK COAT
BITUMINOUS PAVEMENT
NOT TO SCALE
DETAIL
TURF AREAS
3/4" CHAMFER IN
FINISH GRADE
PAVED AREAS
FLUSH AT
VARIES
NOT TO SCALE
DETAIL
IN TURF AREAS
3/4" CHAMFER
TURF AREAS
FINISH GRADE
6"x6" W2.9xW2.9 WWF
PAVED AREAS
FLUSH AT
NOTES:
ALL CHANGES IN DIRECTION OF SIDEWALK.
EXISTING OR NEW STRUCTURES AND AT
LOCATIONS WHERE NEW CONCRETE ABUTS
1/2 " EXPANSION JOINT MATERIAL AT ALL
1% AWAY FROM BUILDING.
HAVE MINIMUM TRANSVERSE SLOPE OF
SIDEWALK ADJACENT TO BUILDING TO
INTERVALS IF NOT SHOWN.
AS SHOWN ON THE PLANS OR AT 24'
EXPANSION JOINTS SHALL BE PLACED
OF 6' O.C.
JOINTS AT INTERVALS NOT IN EXCESS
PROVIDE CONTRACTION (SAWED)
4.
3.
2.
1.
JOINT AND FINISH
CS112
CS113
CS114
CS113
9.5 M 64 SURFACE COURSE
1 1/2" NJDOT HOT MIX ASPHALT
COURSE DGA
4" NJDOT AGGREGATE BASE
(ASTM D 1557)
OF LABORATORY MAXIMUM DENSITY
6" RAW SUBGRADE COMPACTED 95%
(ASTM D 1557)
OF LABORATORY MAXIMUM DENSITY
6" RAW SUBGRADE COMPACTED 95%
EXPANSION JOINT
CONTRACTION JOINT
CS112
6" MIN
M
IN
SEE NOTE
CONCRETE ANCHORS,
CONCRETE EQUIPMENT PAD
CS114
CONCRETE STOOPS
(ASTM D 1557)
OF LABORATORY MAXIMUM DENSITY
6" RAW SUBGRADE COMPACTED 95%
OF 6" LARGER THAN EQUIPMENT ON ALL SIDES.
EQUIPMENT SUPPLIERS. PAD TO BE A MINIMUM
THROUGH PAD TO BE COORDINATED WITH
LOCATIONS OF OPENINGS AND SLEEVES
EXACT UTILITY PAD DIMENSIONS AND
ANCHORS SPECIFIED.
TO PAD IS REQUIRED, USE CONCRETE
WHEN ANCHORAGE OF EQUIPMENT
NOTE:
1/2
5/8 3/4 7/8
11 21
1 1 1/4 1 3/8 1 1/2 1 3/4
8.5 10 12.5 15 16.5 18
AB DIA (IN.)
MIN PAD HT (IN.)
M
IN
1.5
FINISH GRADE
EQUIPMENT
ON PLANS
NOTED OTHERWISE
6" MIN, TYP UNLESS
ALL AROUND
EDGE OF SLAB
THICKENED
TYP
3/4" CHAMFER
32 13 13.06 FOR CONCRETE.
REFER TO SPECIFICATION SECTION
FOR GRADED AGGREGATE BASE.
NOTE: REFER TO SPECIFICATION SECTION 32 11 23
CLR FROM TOP SURFACE
#5@12" OCEW AE 2"
DISTANCE IN EACH DIRECTION.
MANUFACTURER. ANCHORS SHALL BE INSTALLED WITH 4" MINIMUM EDGE
BOLTS LESS THAN 3/4" DIAMETER WHEN APPROVED BY THE EQUIPMENT
LIEU OF CAST-IN-PLACE ANCHOR BOLTS FOR EQUIPMENT ANCHOR
8. AT CONTRACTOR’S OPTION, CONCRETE ANCHORS MAY BE USED IN
TABLE BELOW).
CLEARANCE TO KEEP ANCHOR BOLT ABOVE SUPPORTING SLAB (SEE
7. HEIGHT OF PADS SHALL BE MINIMUM REQUIRED FOR ANCHOR BOLT
THAT ARE LEFT IN PLACE SHALL NOT BE EXPOSED TO VIEW.
BASE WHILE THE NON-SHRINK GROUT IS PLACED. WEDGES OR SHIMS
6. WEDGES, SHIMS, OR LEVELING NUTS SHALL BE USED TO SUPPORT THE
OTHERWISE.
5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS INDICATED
WITH NON-SHRINK GROUT AFTER BOLTS ARE ALIGNED.
GREATER THAN ANCHOR BOLT DIAMETER. SLEEVES SHALL BE FILLED
GREATER THAN BOLT DIAMETER AND A MAXIMUM INTERNAL DIAMETER 3"
4. ANCHOR BOLT SLEEVES SHALL HAVE A MINIMUM INTERNAL DIAMETER 1"
SLEEVE LENGTH SHALL BE 8 TIMES THE BOLT DIAMETER.
BOLT MOVEMENT OF 1/2" IN ALL HORIZONTAL DIRECTIONS. THE MINIMUM
3. ANCHOR BOLT SLEEVES SHALL BE USED TO PROVIDE MINIMUM ANCHOR
ACCEPTABLE MEANS, MATCHING THE BASE PLATE, WHILE PAD IS BEING PLACED.
ANCHOR BOLTS SHALL BE HELD IN POSITION WITH A TEMPLATE OR OTHER
ANCHOR BOLTS SHALL BE DETERMINED BY THE EQUIPMENT MANUFACTURER.
2. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE
OR AS INDICATED BY THE MANUFACTURER.
1. PAD SIZE SHALL BE MINIMUM INDICATED, AS SHOWN ON THE PLANS,
CONCRETE EQUIPMENT PAD NOTES:
12.5 M 64 INTERMEDIATE COURSE
2" NJDOT HOT MIX ASPHALT
COURSE DGA
6" NJDOT AGGREGATE BASE
GEOTEXTILE FABRIC
COURSE DGA
4" NJDOT AGGREGATE BASE
CONCRETE SIDEWALK/ MOW STRIP
TROWELED PERIMETER
4" WIDE, SMOOTH
BROOMED FINISH
SIDEW
ALK
C
C
C
E
C
E
CONTRACTION JOINTCE EXPANSION JOINT
1/2" R
3/8" T O
1/2" R
3/8" T O
CS501
M
M A
Y E
R
B
B
ID
D L E
P A
V E
M E
N T D
E T
A
IL
S
J L
O C
K
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
A P
R
W
2Q R
R
Pl an s-
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
N J
C S .d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
C iv il \C
P N J
C S .d g n
-A
P R -2
:5
M A
S O
N H
A N
G E
R
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
P R
O J E
C T N
U M
B E
R P
J E
R S
E Y C
IT
Y
N E
W J
E R
S E
Y
C A
V E
N P
O
IN
T U S
A R
M Y R
E S
E R
V E C
E N
T E
R
T R
A
IN
IN
G B
U
IL
D
IN
G R
E N
O V
A T
IO
N
W
Q R -1
-D -0
J A
N
CERTIFIED FINAL SUBMITTAL
36'-3" (24' GATE)
8'-0" (24' GATE)8'-0" (24' GATE)8'-2" (24' GATE)
24'-2" (24' GATE)
1'-0"
NOTES
3.
2.
1.
M A
X
10'-0"
16" MIN. DIA.
GATE OPENING 25'-0"
24" MIN. DIA.
SECTION
NEW FENCE CONSTRUCTION
CHAIN LINK FABRIC FENCE
BRACE
STRETCHER BAR
CORNER POST
LINE POST
WIRE
WIRE TIES
REINFORCING
SPRING
N0.7 COILED
3/8" MINIMUM
TRUSS ROD
BRACE
LINE POST
3/8" MINIMUM
TRUSS ROD
FABRIC
CHAIN LINK
(18" MAX. SP.)
WIRE TIES
& BOTTOM MEMBERS
2 1/2 " O.D. PIPE (TYP.)
2" MAX. CLEAR TOP
#52 ROLL CHAIN
POST DIA. 6"
UPPER CORNERS
WELDED AT
TRUSS RODS
TRUSS ROD
3/8" DIA.
2" O.D. PIPE
(TYP.)
WELDED PLATE
WITH HOLE FOR
TRUSS ROD
3 STRANDS - 4 POINT
BARBED WIRE ON OUTSIDE
LINE
GRADE
NO.7 COILED SPRING
REINFORCING WIRE
4" LINE POST
POST DIA. 6"
MULTIPLES OF 10'-0" END BAY 10'-0"
P E
R M
A N
E N
T F
E N
C E
P E
R M
A N
E N
T F
E N
C E
CS112
NOT TO SCALE
DETAIL
RELOCATED GATE
GATE POST GATE POST
POSITION
GATE IN CLOSED
FENCE FABRIC
CHAIN LINK
ASSEMBLY
ROLLER
CANTILEVER
POST
GATE
ASSEMBLY
ROLLER
CANTILEVER
ASSEMBLY
ROLLER
CANTILEVER
SCREEN
SCREEN
ASSEMBLY
ROLLER
CANTILEVER
ASSEMBLY
ROLLER
CANTILEVER
MAKE A RIGID FRAME
ALL JOINTS WELDED TO
RODS (TYP.)
" GALV. TRUSS8
ASSEMBLY
ROLLER
CANTILEVER
ASSEMBLY
CANTILEVER ROLLER
GATE FRAME MEMBER
ONE-PIECE TRACK AND
GATE POST
4" MIN. O.D. PIPE
(OMIT FABRIC)
12'-1" (24' GATE)
(OPENING)
24'-2" (24' GATE) 12'-1" (24' GATE)
DIAMETER
24"
O.D. FRAME
2" MINIMUM
GATE POST
CS114
NOT TO SCALE
DETAIL
CHAIN LINK SLIDING CANTILEVER GATE
CS511
B
NOT TO SCALE
SECTION
CS511
B
PLAN
ELEVATION
GENERAL NOTES:
(TYPICAL)
CONCRETE,
WIRE
REINFORCING
SPRING
N0.7 COILED
24" MIN. CONCRETE FOR POSTS OVER 4".
16" MIN. CONCRETE FOR 4" POSTS OR LESS.
HEIGHT (H) OF FENCE TO BE 6'-0".
FACILITIES OR CLIPS) - TACK WELDED.
NUTS, BOLTS, AND CONNECTIONS (NOT
ALL CHAIN LINK FENCING TO HAVE ALL
MANUAL GATES ON THE CONTRACT DRAWINGS.
1 HP MOTOR UNLESS THEY ARE CALLED OUT AS
ALL SLIDING GATES SHALL BE AUTOMATIC WITH A
FOR MOTORIZED GATE OPERATOR INFORMATION.
REFER TO SPECIFICATION SECTION 32 31 13
SCREEN NOT SHOWN IN ELEVATION.
INSTALLATION INSTRUCTION.
CHAIN. INSTALL GATE PER MANUFACTURER'S
MECHANISM , SAFETY EDGE, PADLOCK AND
GATES TO BE FURNISHED WITH LOCKING
4.
3.
2.
1.
CS511
M
M A
Y E
R
B
B
ID
D L E
F E
N C
E D
E T
A
IL
S
J L
O C
K
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
A P
R
W
2Q R
R
Pl an s-
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
N J
A -1
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
C P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
A rc h \C
P N J
A -1
.d g n
-A
P R -2
:3
M A
S O
N H
A N
G E
R
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
P R
O J E
C T N
U M
B E
R P
J E
R S
E Y C
IT
Y
N E
W J
E R
S E
Y
C A
V E
N P
O
IN
T U S
A R
M Y R
E S
E R
V E C
E N
T E
R
T R
A
IN
IN
G B
U
IL
D
IN
G R
E N
O V
A T
IO
N
W
Q R -1
-D -0
J A
N
CERTIFIED FINAL SUBMITTAL
FLOOR PLAN TAG NOTES
17a
17b
PROVIDE SUPPORT FOR WINDOWS.
INSTALL 1'-4" W. X 5'-4" T. (FIRST FLOOR) OR 5'-8" T. (SECOND FLOOR) CMU (8" & 4") TO
PROVIDE 1/2" PLYWOOD (PAINTED) TO HEIGHT OF 4' SECURED TO GYPSUM / STUD WALL.
EXTERIOR WALL WITH CMU (8" & 4") TO MATCH.
INFILL 4'-0" W. X 5'-4" T. (FIRST FLOOR) OR 5'-8" T. (SECOND FLOOR) OPENING IN EXISTING
INFILL 3'-4" W. X 4' T. OPENING IN EXISTING EXTERIOR WALL WITH CMU (8" & 4") TO MATCH.
INFILL 7'-4" TALL OPENING IN WALL WITH 8" CMU. WIDTH AS SHOWN ON FLOOR PLANS.
CMU (8" & 4") TO MATCH EXISTING CONDITIONS.
INFILL OPENING (12' x 12') WHERE OVERHEAD DOOR EXISTED WITH NEW
LINTEL OVER OPENING. PROVIDE MIN. 8" BEARING ON EA. SIDE.
CUT 6' W. X 7'-4" T. OPENING IN EXISTING CMU WALL. PROVIDE 8" CONCRETE
SIPR CABINET (G.F.G.I.)
INFILL 3' X 3' OPENING AT BASE OF WALL WITH 8" CMU.
INFILL 3' X 3' OPENING IN EXISTING EXTERIOR WALL WITH CMU (8" & 4") TO MATCH.
TOP AT 10'-0" ABOVE FINISH FLOOR.
PROVIDE A NEW 8' WIDE PROJECTION SCREEN MOUNTED TO WALL. MOUNT
PROVIDE NEW GUARDRAIL. SHEET 1A-453.
REMOVED AND OPENING MADE LARGER.
PROVIDE NEW WINDOW IN BASE BID. IN ELEVATOR OPTION, WINDOW WILL BE
NEW STEEL HANDRAILS. SEE DETAIL 1A-452 AND 1A-453
INFILL 7'-4" TALL OPENING IN EXISTING EXTERIOR WALL WITH CMU (8" & 4") TO MATCH.
INFILL OPENING (7'-4" TALL) WITH 8" CMU.
EXISTING CONDITIONS.
INFILL OPENING (5'-6" x 8') WHERE WINDOW EXISTED WITH NEW CMU (8" & 4") TO MATCH
INFILL 7' TALL OPENING WITH METAL STUDS AND GYPSUM BOARD. SEE DETAIL 2/1A-550.
FOR SIZE AND LOCATION.
MIRRORS. REFER TO SPECIFICATION SECTION 08 81 00.00 48. SEE SHEET 1A-425
10 90 00.00 48 FOR INFORMATION.
BALLET BARRES MOUNTED AT 9" A.F.F. REFER TO SPECIFICATION SECTION
6" DIA. CONCRETE FILLED STEEL PIPE BOLLARD, 4' TALL. SEE DETAIL 1/CS521.
GYPSUM AND METAL STUD WRAP AROUND EXISTING COLUMN. SEE DETAIL 5/1A-550.
GYPSUM AND METAL STUD WRAP AROUND EXISTING COLUMN. SEE DETAIL 3/1A-550.
EXISTING STEEL COLUMN TO REMAIN. CONTRACTOR TO CLEAN, PREP AND PAINT.
WOOD BLOCKING @ 90" A.F.F. BETWEEN 3 STUDS SIDE BY SIDE.
WOOD BLOCKING FOR USER PROVIDED AND INSTALLED LED MONITORS. INSTALL
PROVIDE AND INSTALL KNOX BOX SECURED TO CMU @ 54" A.F.F.
SEE SPECIFICATIONS.
WALL MOUNTED KEY CABINET. COORDINATE LOCATION WITH C.O.R. AND USERS.
DEHUMIDIFIER. (SHALL BE BID AS CFCI BONA FIDE NEED EQUIPMENT)
EQUIPMENT)
VAULT CAGING. SEE DETAILS ON SHEET 1A-701. (SHALL BE BID AS CFCI COLLATERAL
BONA FIDE NEED EQUIPMENT)
LIGHT DUTY STEEL SHELVING. REFER TO SPECIFICATIONS. (SHALL BE BID AS CFCI
WEAPONS RACK. (N.I.C.)
CAGE TYPE 3
CAGE TYPE 2
CAGE TYPE 1
EQUIPMENT)
THE HEAVY DUTY METAL SHELVES SHALL BE BID AS CFCI BONA FIDE NEED
FOR DETAILS. (WIRE MESH CAGING SHALL BE BID AS CFCI COLLATERAL EQUIPMENT.
WIRE MESH CAGING WITH HEAVY DUTY METAL SHELVES. SEE SHEET 1A-711 - 1A-714
PRECAST CONCRETE SPLASHBLOCK.
PRE-FINISHED METAL DOWNSPOUT.
4'-0" H x 4'-0" W TACK BOARD. REFER TO SHEET 1A-613 AND DETAIL 4/1A-580.
LED MONITORS. (G.F.G.I.)
PROVIDE 8' WIDE MARKER BOARD IN ROOM 152.
4'-0" H x 12'-0" W MARKER BOARD. REFER TO 1A-580 AND SPECIFICATIONS.
BASE AND WALL CABINETS. SEE SHEET 1A-420 AND 1A-421 FOR DETAILS.
SEE DETAIL 3/1A-418.
COMBINATION ELECTRIC WATER COOLERS WITH WATER BOTTLE FILLING STATION,
VENDING MACHINES. (N.I.C.)
36"x 36" MOP SINK. REFER TO PLUMBING DRAWINGS.
24"x24" ACCESS PANEL INTO CHASE. SEE DETAIL 2/1A-418.
SOLAR SHADE SYSTEM. REFER TO SHEET 1A-613.
RESILIENT CORNER GUARDS, SEE DETAIL 5/1A-580.
FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR DETAILS.
BUILDING DIRECTORY. SEE DETAIL ON SHEETS 1A-620 AND 1A-621.
DISPLAY CASE. SEE DETAILS ON SHEET 1A-440.
NOT USED.
17C
GENERAL NOTES
3.
2.
1.
NEAREST WALL, UNLESS OTHERWISE NOTED.
DOORS IN METAL STUD WALLS SHALL BE LOCATED 6" FROM
REFER TO BID SCHEDULE.
EQUIPMENT ITEMS SHALL BE PRICED SEPARATELY.
CFCI COLLATERAL EQUIPMENT AND CFCI BONA FIDE NEED
OR METAL STUD.
ALL DIMENSIONS TO NEW OR EXISTING CMU
LEGEND
REFER TO SHEET 1A-600 FOR DOOR SCHEDULE.
INDICATES DOOR TYPE.
REFER TO SHEET 1A-530 FOR LOUVER TYPES.
INDICATES LOUVER TYPE.
REFER TO SHEET 1A-510 FOR WINDOW TYPES.
INDICATES WINDOW TYPE.
REFER TO SHEET 1A-540 FOR PARTITION TYPES.
INDICATES WALL TYPE.
ONE HOUR RATED WALL.
PROVIDE SUPPORT FOR WINDOWS.
INSTALL 1'-4" W. X 5'-4" T. (FIRST FLOOR) OR 5'-8" T. (SECOND FLOOR) CMU (8" & 4") TO
PROVIDE 1/2" PLYWOOD (PAINTED) TO HEIGHT OF 4' SECURED TO GYPSUM / STUD WALL.
EXTERIOR WALL WITH CMU (8" & 4") TO MATCH.
INFILL 4'-0" W. X 5'-4" T. (FIRST FLOOR) OR 5'-8" T. (SECOND FLOOR) OPENING IN EXISTING
INFILL 3'-4" W. X 4' T. OPENING IN EXISTING EXTERIOR WALL WITH CMU (8" & 4") TO MATCH.
INFILL 7'-4" TALL OPENING IN WALL WITH 8" CMU. WIDTH AS SHOWN ON FLOOR PLANS.
CMU (8" & 4") TO MATCH EXISTING CONDITIONS.
INFILL OPENING (12' x 12') WHERE OVERHEAD DOOR EXISTED WITH NEW
LINTEL OVER OPENING. PROVIDE MIN. 8" BEARING ON EA. SIDE.
CUT 6' W. X 7'-4" T. OPENING IN EXISTING CMU WALL. PROVIDE 8" CONCRETE
SIPR CABINET (G.F.G.I.)
INFILL 3' X 3' OPENING AT BASE OF WALL WITH 8" CMU.
INFILL 3' X 3' OPENING IN EXISTING EXTERIOR WALL WITH CMU (8" & 4") TO MATCH.
TOP AT 10'-0" ABOVE FINISH FLOOR.
PROVIDE A NEW 8' WIDE PROJECTION SCREEN MOUNTED TO WALL. MOUNT
PROVIDE NEW GUARDRAIL. SHEET 1A-453.
REMOVED AND OPENING MADE LARGER.
PROVIDE NEW WINDOW IN BASE BID. IN ELEVATOR OPTION, WINDOW WILL BE
NEW STEEL HANDRAILS. SEE DETAIL 1A-452 AND 1A-453
INFILL 7'-4" TALL OPENING IN EXISTING EXTERIOR WALL WITH CMU (8" & 4") TO MATCH.
INFILL OPENING (7'-4" TALL) WITH 8" CMU.
EXISTING CONDITIONS.
INFILL OPENING (5'-6" x 8') WHERE WINDOW EXISTED WITH NEW CMU (8" & 4") TO MATCH
INFILL 7' TALL OPENING WITH METAL STUDS AND GYPSUM BOARD. SEE DETAIL 2/1A-550.
FOR SIZE AND LOCATION.
MIRRORS. REFER TO SPECIFICATION SECTION 08 81 00.00 48. SEE SHEET 1A-425
10 90 00.00 48 FOR INFORMATION.
BALLET BARRES MOUNTED AT 9" A.F.F. REFER TO SPECIFICATION SECTION
6" DIA. CONCRETE FILLED STEEL PIPE BOLLARD, 4' TALL. SEE DETAIL 1/CS521.
GYPSUM AND METAL STUD WRAP AROUND EXISTING COLUMN. SEE DETAIL 5/1A-550.
GYPSUM AND METAL STUD WRAP AROUND EXISTING COLUMN. SEE DETAIL 3/1A-550.
EXISTING STEEL COLUMN TO REMAIN. CONTRACTOR TO CLEAN, PREP AND PAINT.
WOOD BLOCKING @ 90" A.F.F. BETWEEN 3 STUDS SIDE BY SIDE.
WOOD BLOCKING FOR USER PROVIDED AND INSTALLED LED MONITORS. INSTALL
PROVIDE AND INSTALL KNOX BOX SECURED TO CMU @ 54" A.F.F.
SEE SPECIFICATIONS.
WALL MOUNTED KEY CABINET. COORDINATE LOCATION WITH C.O.R. AND USERS.
DEHUMIDIFIER. (SHALL BE BID AS CFCI BONA FIDE NEED EQUIPMENT)
EQUIPMENT)
VAULT CAGING. SEE DETAILS ON SHEET 1A-701. (SHALL BE BID AS CFCI COLLATERAL
BONA FIDE NEED EQUIPMENT)
LIGHT DUTY STEEL SHELVING. REFER TO SPECIFICATIONS. (SHALL BE BID AS CFCI
WEAPONS RACK. (N.I.C.)
CAGE TYPE 3
CAGE TYPE 2
CAGE TYPE 1
EQUIPMENT)
THE HEAVY DUTY METAL SHELVES SHALL BE BID AS CFCI BONA FIDE NEED
FOR DETAILS. (WIRE MESH CAGING SHALL BE BID AS CFCI COLLATERAL EQUIPMENT.
WIRE MESH CAGING WITH HEAVY DUTY METAL SHELVES. SEE SHEET 1A-711 - 1A-714
PRECAST CONCRETE SPLASHBLOCK.
PRE-FINISHED METAL DOWNSPOUT.
4'-0" H x 4'-0" W TACK BOARD. REFER TO SHEET 1A-613 AND DETAIL 4/1A-580.
LED MONITORS. (G.F.G.I.)
PROVIDE 8' WIDE MARKER BOARD IN ROOM 152.
4'-0" H x 12'-0" W MARKER BOARD. REFER TO 1A-580 AND SPECIFICATIONS.
BASE AND WALL CABINETS. SEE SHEET 1A-420 AND 1A-421 FOR DETAILS.
SEE DETAIL 3/1A-418.
COMBINATION ELECTRIC WATER COOLERS WITH WATER BOTTLE FILLING STATION,
VENDING MACHINES. (N.I.C.)
36"x 36" MOP SINK. REFER TO PLUMBING DRAWINGS.
24"x24" ACCESS PANEL INTO CHASE. SEE DETAIL 2/1A-418.
SOLAR SHADE SYSTEM. REFER TO SHEET 1A-613.
RESILIENT CORNER GUARDS, SEE DETAIL 5/1A-580.
FLOOR DRAIN. REFER TO PLUMBING DRAWINGS FOR DETAILS.
BUILDING DIRECTORY. SEE DETAIL ON SHEETS 1A-620 AND 1A-621.
DISPLAY CASE. SEE DETAILS ON SHEET 1A-440.
NOT USED.
R P
R O
C T
O R
R P
R O
C T
O R
1A-100
T R
A
IN
IN
G B
U
IL
D
IN
G B
D U
R H
A M
F L
O O
R P
L A
N T
A G N
O T
E S
M
A R
C H
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
A P
R
IL
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
W
2Q R
R
Pl an s-
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
N J
A -1
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
C P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
A rc h \C
P N J
A -1
.d g n
-A
P R -2
:3
M A
S O
N H
A N
G E
R
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
P R
O J E
C T N
U M
B E
R P
J E
R S
E Y C
IT
Y
N E
W J
E R
S E
Y
C A
V E
N P
O
IN
T U S
A R
M Y R
E S
E R
V E C
E N
T E
R
T R
A
IN
IN
G B
U
IL
D
IN
G R
E N
O V
A T
IO
N
W
Q R -1
-D -0
J A
N
CERTIFIED FINAL SUBMITTAL
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOMSHELV x 5, MTL UTIL, 24"x48"X87" NOM SHELV x 5, MTL UTIL, 24"x48"X87" NOM
SHELV x 5, MTL UTIL, 24"x48"X87" NOM
S H
E L
V x
M T
IL
x
X
N O
M S
H E
M
IL
x
X
M S
H E
M
IL
x
X
M
S H
E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M
S H
E
M
IL
x
X
M
S H
E
M
IL
x
X
M S
H E
M
IL
x
X
M S
H E
M
IL
x
X
M
S H
E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M
S H
E
M
IL
x
X
M
S H
E
M
IL
x
X
M S
H E
M
IL
x
X
M S
H E
M
IL
x
X
M
S H
E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M
S H
E
M
IL
x
X
M
S H
E
M
IL
x
X
M S
H E
M
IL
x
X
M S
H E
M
IL
x
X
M
S H
E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M S
H E
, M
IL
, 2 x
X
M
S H
E
M
IL
x
X
M
A
A
A
A
A
B
A
B
A
B
A 303A
A
A
A
A
A A
B
B
A
A
C
128A
128B
TEAM ROOM
MEN'S LOCKER ROOM
WEAPON SIMULATOR
CLASSROOM
128A
STAIR D
ELECTRICAL
MEN'S SHOWER
128B
115A
VESTIBULE
119A
VESTIBULE
WOMEN'S
LOCKER ROOM
WOMEN'S
TOILET
WOMEN'S
SHOWER
UNIT STORAGE
STAIR C
MEN'S
TOILET
PHYSICAL READINESS ROOM
JANITOR
CLOSET
CORRIDOR
CORRIDOR
REFER TO SHEET 1A-100
FLOOR PLAN TAG NOTES
GENERAL NOTES
12.
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
WALLS.
CONTRACTOR TO VERIFY DIMENSIONS ON EXISTING
ADDITIONAL DIMENSIONS.
REFER TO DRAWINGS 1AD-111 THROUGH 1AD-122 FOR
NEW FINISHES
SURFACES AFTER DEMOLITION TO RECEIVE
CONTRACTOR SHALL PATCH AND REPAIR ALL
ONE HOUR RATED WALL
CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS
FOR DOOR SCHEDULE.
REFER TO SHEET 1A-600 & 1A-601
DOORS INDICATED WITH
REFER TO SHEET 1A-530 FOR LOUVER TYPES.
LOUVERS INDICATED WITH
REFER TO SHEET 1A-510 FOR WINDOW TYPES.
WINDOWS INDICATED WITH
REFER TO SHEET 1A-540 FOR PARTITION TYPES.
WALL TYPE INDICATED WITH
LOCATED A MIN. OF 6" FROM NEAREST WALL.
DOORS IN METAL STUD WALLS SHALL BE
SEPARATELY. REFER TO BID SCHEDULE.
REFER TO L & K FUNDED ITEMS SHALL BE PRICED
OR METAL STUD.
ALL DIMENSIONS TO FACE OF MASONRY
R P
R O
C T
O R
R P
R O
C T
O R
1A-112
T R
A
IN
IN
G B
U
IL
D
IN
G
E N
L A
R G
E D F
IR
S T F
L O
O R P
L A
N
KEY PLAN
M A
T C
H L
IN
E M
A T
C H
L
IN
E
"=1'-0"8
1GRAPHIC SCALE:
24'16'8'04'8'
N
1A-110 SCALE: 1/8" = 1'-0"
ENLARGED FIRST FLOOR NOTED PLAN
17C
G
G
G
G
B
D U
R H
A M
1A-401
1A-451
1 8
1A-451
12 25
D A
A
72'-10"8'-0"4'-0"7'-8"41'-10"
"8 744'-8
14'-8"7'-4""8 311'-8
35'-9"
34 34
28 28 28
"8 52'-6
4'-0"
4'-0"
"8 319'-8
G
1A-312
H
1A-313
I
1A-313
E
1A-311
1A-425
1A-425
M A
R C
H
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
A P
R
IL
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
17C
17C
W
2Q R
R
Pl an s-
ProctoRL Polygon
ProctoRL Polygon
ProctoRL Polygon
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
N J
A -7
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
C P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
A rc h \C
P N J
A -7
.d g n
-A
P R -2
:3
M A
S O
N H
A N
G E
R
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
P R
O J E
C T N
U M
B E
R P
J E
R S
E Y C
IT
Y
N E
W J
E R
S E
Y
C A
V E
N P
O
IN
T U S
A R
M Y R
E S
E R
V E C
E N
T E
R
T R
A
IN
IN
G B
U
IL
D
IN
G R
E N
O V
A T
IO
N
W
Q R -1
-D -0
J A
N
CERTIFIED FINAL SUBMITTAL
SCALE: 1"=1'-0"
1 CAGE PLAN - CAGE TYPE 2
21'-0"
SIM
1A-713
1A-713
1A-714 1A-713
1A-714
1A-713
2" x 2"x 14 GAUGE
STEEL TUBE
WIRE MESH CAGE PANEL
2" x 2"x 14 GAUGE
STEEL TUBE
WIRE MESH CAGE PANEL
1A-712
2"4'-0"2"4'-0"2"4'-0"2"4'-0"2"4'-0"2"
HEAVY DUTY SHELVES
REFER TO SPECIFICATION.
10 UNITS PER CAGE.
1A-711
CAGE TYPE 2 WILL BE 21'-0" LONG AND
CONTAIN 10 METAL SHELVES. CAGE TYPE
3 WILL BE 16'-10" LONG AND CONTAIN 8
METAL SHELVES.
R P
R O
C T
O R
T R
A
IN
IN
G B
U
IL
D
IN
G
C A
G E D
E T
A
IL
S
R P
R O
C T
O R
1A-712
B
D U
R H
A M
GRAPHIC SCALE: 1"=1'-0"
3'2'1'06"1'
GENERAL NOTES:
4.
3.
2.
1.
BONA FIDE NEED EQUIPMENT.
HEAVY DUTY SHELVING TO BE BID AS CFCI
COLLATERAL EQUIPMENT.
WIRE MESH CAGING TO BE BID AS CFCI
AND NON-REMOVABLE.
ALL FASTENERS SHALL BE TAMPERPROOF
PANELS. REFER TO DETAILS 5 & 6 / 1A-713.
ALL CAGES TO HAVE WIRE MESH CEILING
A P
R
IL
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
W
2Q R
R
Pl an s-
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
N J S -1
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
S tr u c \C
P N J S -1
.d g n
-A
P R -2
:2
M A
S O
N H
A N
G E
R
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
P R
O J E
C T N
U M
B E
R P
J E
R S
E Y C
IT
Y
N E
W J
E R
S E
Y
C A
V E
N P
O
IN
T U S
A R
M Y R
E S
E R
V E C
E N
T E
R
T R
A
IN
IN
G B
U
IL
D
IN
G R
E N
O V
A T
IO
N
W
Q R -1
-D -0
J A
N
CERTIFIED FINAL SUBMITTAL
1 2 3
D
C
4 5 6 7 8
1S-132
W F
O Y
T R
A
IN
IN
G B
U
IL
D
IN
G
GRAPHIC SCALE: 1/8"=1'-0"
24'16'8'04'8'
N
D
D
IC
K E
Y
T
H O
U C
K
S -1
M A
T C
H L
IN
E
S -1
M A
T C
H L
IN
E
KEY PLANSCALE: 1/8"=1'-0"
PARTIAL ROOF FRAMING PLAN
RIDGE
COLD-FORMED ROOF FRAMING BY MANUFACTURER
C O
L D -F
O R
M E
D R
O O
F F
R A
M
IN
G B
Y M
A N
U F
A C
T U
R E
R
P A
R T
IA
L R
O O
F F
R A
M
IN
G P
L A
N
A
1S-362 X
3TYP
GENERAL NOTES
FOOT.
" PER 2
1GABLE ROOF SLOPING AT
STEEL JOISTS TO CONSTRUCT A
FRAMING SUPPORTED BY EXISTING
PROVIDE COLD-FORMED STEEL
CONTRACTOR SHALL DESIGN AND
EXISTING ROOF JOISTS TO REMAIN.
GENERAL NOTES.
REFER TO 1S-001 AND 1S-002 FOR
3.
2.
1.
S L
O P
E
/2 F
T
S L
O P
E
/2 F
T
1TYP
5TYP
4TYP
EL = 123'-4"
TO Z-PURLIN
EL = 123'-4"
TO Z-PURLIN
EL = 123'-4"
TO Z-PURLIN
B
1S-365
C
1S-365
C
1S-365
B
1S-365
SHEET NOTES
OVER EXISTING STEEL JOIST.
SUPPORTING Z-PURLINS. ALIGN
COLD-FORMED STEEL POST
COLD-FORMED STEEL Z-PURLIN.
BRACING.
COLD-FORMED DIAGONAL STRAP
DETAILS 1&2/1S-364.
REPAIR EXISTING JOIST. REFER TO
REMAIN, TYP.
EXISTING STEEL JOIST TO
5.
4.
3.
2.
1.
LEGEND
DECKING ON CFS Z-PURLINS.
" PLYWOOD 4
3INDICATES SPAN OF
FOR ATTACHMENT REQUIREMENTS.
JOISTS. SEE GENERAL NOTES
ROOF DECK ON EXISTING STEEL
" METAL2
1INDICATES SPAN OF 1
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
A P
R
IL
W
2Q R
R
Pl an s-
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
N J S -3
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
S tr u c \C
P N J S -3
.d g n
-A
P R -2
:3
M A
S O
N H
A N
G E
R
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
P R
O J E
C T N
U M
B E
R P
J E
R S
E Y C
IT
Y
N E
W J
E R
S E
Y
C A
V E
N P
O
IN
T U S
A R
M Y R
E S
E R
V E C
E N
T E
R
T R
A
IN
IN
G B
U
IL
D
IN
G R
E N
O V
A T
IO
N
W
Q R -1
-D -0
J A
N
CERTIFIED FINAL SUBMITTAL
DECK, SEE PLAN
METAL ROOF
EXIST. STEEL JOIST
EXIST. SLOPE
1/2"
12"
23A
23A
TO ARCH.
ROOFING, REFER
CFS POST
Z-PURLIN
CFS
CONNECTION
CFS SHEAR
SEE PLAN
ADJACENT POST,
TO BOTTOM OF
FROM TOP OF POST
STRAP BRACING
CFS DIAGONAL SEE PLAN
PLYWOOD DECK,
DECK, SEE PLAN
METAL ROOF
TO ARCH.
ROOFING, REFER
CFS POST
Z-PURLIN
CFS
CONNECTION
CFS SHEAR
23A
23A
CFS TRACK
SEE PLAN
ADJACENT POST,
TO BOTTOM OF
FROM TOP OF POST
STRAP BRACING
CFS DIAGONAL
STEEL JOIST
EXISTING
SEE PLAN
PLYWOOD DECK,
BY MANUFACTURER
STEEL JOISTS
COLD-FORMED
DECK, SEE PLAN
METAL ROOF
TO WALL
EL = 112'-9"
BY MANUFACTURER
STEEL FRAMING
COLD-FORMED
MANUFACTURER
RIM TRACK BY
COLD-FORMED STEEL
BY MANUFACTURER
STEEL JOISTS
COLD-FORMED
DECK, SEE PLAN
METAL ROOF
TO WALL
EL = 114'-0"
BY MANUFACTURER
STEEL JOISTS
COLD-FORMED
BY MANUFACTURER
STEEL FRAMING
COLD-FORMED
STEEL JOISTS AT SUPPORT
LAP COLD-FORMED
AND WOOD JOISTS
SLAT ROOF DECKING
DEMOLISH EXISTING WOOD
BEAMS TO REMAIN
EXISTING STEEL
COLUMN TO REMAIN
EXISTING STEEL
UPPER PORTION OF
BEAM TO REMAIN
EXISTING STEEL
STEEL COLUMN
CUT EXISTING
STEEL COLUMN
PORTION OF EXISTING
DEMOLISH LOWER
TEMPORARY SHORING
TEMPORARY SHORING
TOS
EL = 114'-3"
T
H O
U C
K
1' 6" 0 1' 2'
"=1'-0"2
1GRAPHIC SCALE: 1
A
SCALE: 1 1/2" = 1'-0"
SECTION
T R
A
IN
IN
G B
U
IL
D
IN
G
D
D
IC
K E
Y
W F
O Y
1S-362
F R
A M
IN
G S
E C
T
IO
N S
1S-132
B
SCALE: 1 1/2" = 1'-0"
SECTION
1S-362
B
1S-362
C
SCALE: 1 1/2" = 1'-0"
SECTION
1S-133A
1S-134A
D
SCALE: 1 1/2" = 1'-0"
SECTION
1S-133A
1S-134A
E
SCALE: 1 1/2" = 1'-0"
SECTION
1SD133
A P
R
IL
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
W
2Q R
R
Pl an s-
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C P
N J S -3
.d g n
A N
S I
D
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
SHEET ID
F
IL
E N
A M
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
®of Engineers
US Army Corps
C A
T E
G O
R Y C
O D
E
D E
S C
R
IP
T
IO
N
L O
U
IS
V
IL
L E
K E
N T
U C
K Y
P P ro je c ts \0
\0
C
A D
B
IM
S h e e ts \0
S tr u c \C
P N J S -3
.d g n
-A
P R -2
:3
M A
S O
N H
A N
G E
R
L O
U
IS
V
IL
L E D
IS
T R
IC
T
D
R
M A
R T
IN
L
U T
H E
R K
IN
G P
L
P R
O J E
C T N
U M
B E
R P
J E
R S
E Y C
IT
Y
N E
W J
E R
S E
Y
C A
V E
N P
O
IN
T U S
A R
M Y R
E S
E R
V E C
E N
T E
R
T R
A
IN
IN
G B
U
IL
D
IN
G R
E N
O V
A T
IO
N
W
Q R -1
-D -0
J A
N
CERTIFIED FINAL SUBMITTAL
ROOF DECK
" METAL2
ROOF DECK
EXISTING METAL
ROOF DECK
EXISTING METAL
", TYP.4
1L2x2x
8"
TYP.
8"
TYP.
ANGLE TO REMAIN, TYP.
EXISTING STEEL
JOIST TO REMAIN, TYP.
EXISTING STEEL
EXIST. SLOPE DECK, SEE PLAN
METAL ROOF
23A
23A
1/2"
12"
23A
23A
JOIST TO REMAIN
EXISTING STEEL
WALL TO REMAIN
EXISTING CMU
Z-PURLIN
CFS
TO ARCH.
ROOFING, REFER
CONNECTION
CFS SHEAR
CFS POST
FOR FINISH
REFER TO ARCH.
REFER TO ARCH
METAL STUDS,
DETAIL, SHEET 1S-501
EXISTING STRUCTURE
CMU WALL TO
ATTACHMENT OF
REFER TO TYPICAL
4" CMU TO REMAIN
SEE PLAN
PLYWOOD DECK,
FOR FINISH
REFER TO ARCH.
WALL TO REMAIN
EXISTING CMU
CFS POST
Z-PURLIN
CFS
REFER TO ARCH
METAL STUDS,
CONNECTION
CFS SHEAR
DECK, SEE PLAN
METAL ROOF
JOIST TO REMAIN, TYP.
EXISTING STEEL
TO ARCH.
ROOFING, REFER
DETAIL, SHEET 1S-501
EXISTING STRUCTURE
CMU WALL TO
ATTACHMENT OF
REFER TO TYPICAL
4" CMU TO REMAIN
SEE PLAN
PLYWOOD DECK,
T
H O
U C
K
1' 6" 0 1' 2'
"=1'-0"2
1GRAPHIC SCALE: 1
A
SCALE: 1 1/2" = 1'-0"
SECTION
T R
A
IN
IN
G B
U
IL
D
IN
G
D
D
IC
K E
Y
W F
O Y
1S-365
F R
A M
IN
G S
E C
T
IO
N S
1S-131
B
SCALE: 1 1/2" = 1'-0"
SECTION
1S-132
C
SCALE: 1 1/2" = 1'-0"
SECTION
1S-132
A P
R
IL
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
W
2Q R
R
Pl an s-
| CS501 |
| CS511 |
| 1A-100 |
| 1A-112 |
| 1A-712 |
| 1S-132 |
| 1S-362 |
| 1S-365 |
File details come from the government source that posted it. Updated .