W912QR20B0023Plans-0001.pdf
PDF 4 MB Posted
- Attached to
- Panama City ARC Addition
- Solicitation number
- W912QR20B0023
About this file
This solicitation is for the Panama City ARC Addition project with an estimated construction cost range between $1 million and $5 million. The work includes additions to an existing Panama City ARC facility. The NAICS code is 236220 with a size standard of $39.5 million. The solicitation is a 100% set-aside for small business. Funds are not presently available and no contract award will be made until appropriated funds are allocated. A site visit is available per FAR 52.236-27 Alt I. Offerors must register in SAM, which is free of charge. Technical inquiries should be submitted through Bidder Inquiry in ProjNet. Bids must be received by the specified due date and cannot be submitted via facsimile.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Abstract.docx | DOCX document | |
| W912QR20B0023Specs-0002.pdf | ||
| W912QR20B0023Plans-0002.pdf | ||
| Sign In Reserves.pdf | ||
| W912QR20B0023Specs-0001.pdf | ||
| W912QR20B0023Plans-0000.pdf | ||
| W912QR20B0023Specs_Vol2-0000.pdf | ||
| W912QR20B0023Specs_Vol1-0000.pdf |
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Text version
9" PINE
10" PINE
8" MYRTLE 8" MYRTLE
xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx xx x x x x x x x x x x x x x x x x x x x x x x
''S
D
''S
D xx x x x x x x x x xx xx xx xx x x x x x x x x x x x x x x x x x x x x xxxxxxxx x x
S R
-7
' R
/W
18''S D
9" PINE
8" MYRTLE
S R
-7
' R
/W
W W
W
SAN
SD
NEW GRAVEL PATH SEE DETAIL
(A1 C-502) OR APPROVED EQUAL
(BID OPTION 3 RUNNING TRAIL) TO
BE CONSTRUCTED AT EXISTING GRADE
EXISTING
STORMWATER POND
EXISTING
STORMWATER
POND
CENTERLINE
N 503153.55
E 1596775.70
CENTERLINE
N 503077.21
E 1597205.98
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
EXISTING
TRAINING BUILDING
NEW ADDITION
(5,032 SF)
UNOBSTRUCTED
SPACE (33')
13.00'
(TYP.)
.0
(T Y
P
2' GRAVEL
STRIP
2' GRAVEL
STRIP
2' GRAVEL
STRIP
.8
.8
S47°19'04"E 25.06'
N90°00'00"E 92.65'
L=142.62', R=120.00'
Δ=68.09°
N21°54'20"E 18.49'
SHEET KEYNOTES
1. NEW GRAVEL TRACK
SEE DETAIL A1, SHEET C-502
2. BID OPTION 3 CHIN-UP EQUIPMENT
SEE DETAIL (A8/CS-103) THIS SHEET
NEW GRAVEL PAD SEE DETAIL
(A1/C-502) OR APPROVED EQUAL
PAD TO BE CONSTRUCTED
AT EXISTING GRADE
L=94.61', R=100.00'
Δ=54.21°
L=186.24', R=250.00'
Δ=42.68°
UNHEATED
STORAGE
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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D E
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D B
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C H
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K E
D B
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A N
S I D
IS
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D A
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C O
N T
R A
C T
N O
S O
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IT
A
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N N
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1 3 5 7 9
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10
F
D
B
P R
O J
P
N
P a rk w a y L a n e S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
-7
F a x
-7
T E
T R
A T
E C
H
IN
C
W a rr in g to n W a y
L o u is v ill e K
Y
P h o n e
-5
F a x
-5
P R
O J
-1
-2
E M
E R
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N C
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H U
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D A
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P A
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IF
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A
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US Army Corps of Engineers ® Louisville District
CS103
C
IV
IL
S
IT
E
P L A
N
(B
ID
O P
T
IO
N
J W
A R
N E
R
H R
E Y
E S
B R
E A
R D
O N
/0
/2
A1
CIVIL SITE PLAN (BID OPTION 3)
SCALE: 1" = 40'
SCALE: 1" =
0 40' 80'40'
40' - 0"
N
REQUIREMENTS:
1. CHIN-UP-BAR MIN 1 1/4” DIA AND 5’-2" MIN LENGTH
BETWEEN SUPPORTS, 7'-6" MIN ABOVE GROUND.
2. SUPPORTS TO BE MIN 3" DIA, NO OPEN ENDS, ALL
ENDS MUST BE CAPPED.
3. STEEL CONSRUCTION FOR DURABILITY, HOT-DIP
GALVINZED AFTER FABRICATION FOR COATING INSIDE
AND OUT. ALL HARDWARE TO BE STAINLESS STEEL.
4. POWERCOATED OD GREEN.
5. MUST MEET FM7-22 STANDARD FOR PHYSICAL
READINESS TRAINING.
6. MIN 25-YEAR WARRANTY.
A8
CHIN-UP EQUPMENT
SCALE: 1" = 40'
11'-7"
" 8' -4
13'x13' GRAVEL PAD
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
A U
G
W
2Q R
B0
3-
TOP ELEV. VARIES
INV. VARIES
12"
9"
PVC OR
APPROVED EQUAL
PVC OR
APPROVED EQUAL
INLINE DRAIN (BASIN)
N.T.S.
PER GRADING PLAN
HDPE
GRATE (STANDARD)
HDPE 90°
10" INLINE DRAIN W/
STANDARD GRATE
BUILDING DOWNSPOUT
BUILDING EXTERIOR WALL
4"
CORRUGATED
POLYETHYLENE SMOOTH
BORE TUBING OR
APPROVED EQUAL
2% SIDEWALK
SEE SITE PLAN FOR SIZES
10" Ø DUCTILE IRON
NOTES:
1. SURFACE AND BASE CUTS SHALL BE SAW-CUT.
2. COMPACTION OF FINAL BACKFILL SHALL BE 95% MODIFIED PROCTOR COMPACTION
AROUND PIPE SHALL BE 90%.
3. WARNING TAPE TO BE APPLIED AS PER SPECIFICATION.
4. PLACE PRINTED WARNING TAPE 24" ABOVE PIPE.
5. ASPHALT SHALL BE FDOT SP 12.5 OR APPROVED EQUAL.
TYPICAL SECTION
ASPHALT RESTORATION
5'-0" MIN.
CONCRETE RESTORATION
W/2 + 2'-0"
6"
2'-0" MIN.
M
IN
T
T
W-TRENCH WIDTH
NOTES:
1. INITIAL BACKFILL AND HAUNCHING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH
TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY UTILITIES.
4. 15" MAX. (12" MIN.) FOR PIPE DIAMETER LESS THAN 24" AND 24" MAX (12" MIN) FOR PIPE
DIAMETER 24" AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW.
7. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE
REGULATIONS OF GOVERNING AGENCIES.
(T Y
P
S E
E
N O
T E
HAUNCHING
IN
IT
IA
L
B A
C K
F
IL
L
T R
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C H
B A
C K
F
IL
L
(S E
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O T
E
L
IF
T S
M A
X
IM
U M
TRENCH WIDTH VARIES
W/ SIZE OF PIPE
PIPE O.D.
SEE NOTE 4
6'-0"
12" (±)
2" MIN.
3" MAX.
4" MIN.
5" MAX
5" MIN.
6" MAX.
2" MIN.
3" MAX.
8" MIN.
9" MAX.
6"
6' FOR RUNNING TRAIL,
13' FOR CHIN-UP EQUIPMENT
HDPE
TEE
NOTE:
1. 8" DIAM STEEL PIPE TO
BE USED ADJACENT TO
BUILDING, MEP AREAS
AND DUMPSTER PAD.
C L E
A R
A N
C E
18" DIAMETER
10"Ø INLINE DRAIN
PROPOSED GRADE
SEE SITE PLAN FOR SIZES
10"Ø CAST IRON GRATE
OPENING FOR
DRAIN TUBE
UNDISTURBED SOIL OR
COMPACTED BEDDING
PROPOSED UTILITY PIPE
TRENCH WALL (TYP.)
EXISTING
CONCRETE
LOCATOR WIRE (SEE NOTE 3)
WARNING TAPE (SEE NOTE 4)
NEW BASE
1 1/2" MINIMUM SURFACE
REPLACEMENT. MATCH
EXISTING DEPTH
BASE JOINT
EXISTING BASE
REPLACEMENT
CONCRETE W/ 6X6 W.W.F.
(MONOLITHIC POUR)
EXISTING
ASPHALT
SURFACE JOINT
SEE DETAIL A9, C-501
UNDISTURBED EARTH
(SEE NOTE 3)
SELECT COMMON FILL
FINISHED GRADE
COMMON FILL
NO. 4 BARS, 18" LONG
(TWO PER GUARD)
8" OR 3 4" HOLES
R=2" (TYP.)
CAST OR RUBBED
4" PITCH OPTIONAL
R=2" (TYP.)
6" MOISTURE CONTROLLED SUBGRADE
SURFACE COMPACTED TO 95%
MODIFIED PROCTOR (32 11 16-SUB-BASE)
NOTES :
1. BEFORE PLACING THE BASE COURSE THE EXPOSED
SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90%
MODIFIED PROCTOR (ASTM D1557) FOR A DEPTH OF 12".
2. CHIN-UP EQUIPMENT PAD TO MATCH THE CROSS
SECTION OF THE RUNNING TRAIL.
10" LIMEROCK STANDARD
SPECIFICATIONS (32 11 23 - BASE)
2.5" DEPTH FINE/MEDIUM
AGGREGATE BLEND OR 4" DEPTH
RECYCLED RUBBER MULCH.
TROWEL CONCRETE
TO CONE CAP
8"Ø SCHEDULE 40 STEEL PIPE
FILLED WITH CONCRETE
PRIMED - FINISH COAT TO BE
OSHA STANDARD SAFETY
YELLOW.
TROWEL
FINISH
FINISHED GRADE
CLASS "A"
CONCRETE
12" COMPACTED LOW PLASTICITY
FILL 95% ASTM 1557 31 00 00.00 06
BROOM
FINISH
3/8" ISOLATION JOINT AT
BUILDING AND STRUCTURAL
FOUNDATIONS. REFER TO
STRUCTURAL DETAIL C1,
SHEET S-302.
7 1/2" CONCRETE
APRON
FINISHED
GRADE
FINISHED
GRADE
STEEL METAL EDGING
SEE DETAIL C6, SHEET C-501
BUILDING EDGE
SAW CUT
EXISTING
ASPHALT
8"
2" MAX.
PREFORMED SLOTS
FOR DRAINAGE (2)
PREFORMED SLOTS
FOR DRAINAGE
SHEET ID
U S
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M Y
C O
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2 4 6 8 10
F
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P R
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P a rk w a y L a n e S u it e
P e a c h tr e e C o rn e rs
G
A
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F a x
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T E
T R
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W a rr in g to n W a y
L o u is v ill e K
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P h o n e
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P R
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US Army Corps of Engineers ® Louisville District
C-502
C
IV
IL
D
E T
A
IL
S
J W
A R
N E
R
H R
E Y
E S
B R
E A
R D
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/0
/2
A1
GRAVEL TRACK (BID OPTION 3)
NTS A6
YARD DRAIN
NTS A8
OPTION 1 AND 2
NTS
D1
BEDDING AND TRENCHING
NTS
D6
CONCRETE WHEELSTOP
NTS
D3
TYPICAL OPEN CUT AND UTILITY TRENCH
NTS
ROOF DRAIN TO DOWNSPOUT
D8
CONCRETE BOLLARD
NTS
A3
CONCRETE APRON
NTS
R E
V
IS
E D
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
A U
G
W
2Q R
B0
3-
D
WOMEN
MEN
CORR
C106
P11.6
P1.4
P1.4
132A
133A
P14.6
P14.6
/8
12' - 2 3/4"
C.J.
DS
AIR BARRIERSPRAY
FOAM INSULATION
A-401
A5
A-401
A2
1' - 6"
2' - 6" 4' - 0"
1' - 6"
4' - 0"
LAV
CLEARANCE
TURNING
RADIUS
WATER
CLOSET
CLEARANCE
EWC MOUNTED
AT 34' AFF
A
1" MAX.
8' - 6"
2' - 3 1/2" 4' - 0" 2' - 1 1/2"
136B-x
METAL
SHELVING
UNIT
(4'x2'x7')
NOTE: PROVIDE
3/4" PAINTED
PLYWOOD OVER
GWB IN ALL
CAGED UNITS
2x2 STEEL
POST
1 1/4" x 1 1/4" STEEL
ANGLE FRAMING
WITH STEEL MESH
WIRE WELDED TO
STEEL FRAMES
METAL
SHELVING
UNIT
(4'x2'x7')
METAL
SHELVING
UNIT
(4'x2'x7')
METAL
SHELVING
UNIT
(4'x2'x7')
METAL
SHELVING
UNIT
(4'x2'x7')
METAL
SHELVING
UNIT
(4'x2'x7')
A-501
B6
A-501
A5
A-501
A6
C.J.CMUAIR
BARRIER
SPRAY
INSULATION
PTDW R
GB-1
GB-2
GB-3
LV-1
SD-1MG-1
TTD
WC-1
PWT-100
PTDW R
GB-1
GB-2
GB-3
LV-SS
SD-1
MG-1
TTD
WC-1
PWT-100
PL-100
SS-100
A8
A-401
4' - 0 1/2" 2' - 6"
3 1/8" MAX.
FIN. FLOOR
FACE OF W ALL
SEALANT
1/2" SOLID
SURFACE
COUNTERTOP
WITH INTEGRAL
SINK
CONCEALED CLEATS
INTEGRAL
LAVATORY (TYP)
PROVIDE
REMOVABLE P. LAM
ON 3/4" PLYWOOD
ACCESS PANEL WITH
ADA APPROVED
CLEARANCES AND
END SUPPORTS AS
APPLICABLE (PL-100)
2'-1"
1'-0 3/4"1"
0'
SCALE:
N
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
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C O
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1 3 5 7 9
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F ile
P a th
P lo t D a te
2 4 6 8 10
F
D
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P R
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P a rk w a y L a n e
S u it e
P e a c h tr e e C o rn e rs
G
A
P h o n e
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F a x
(6
-7
T E
T R
A T
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IN
C
W a rr in g to n
W a y L o u is v ill e
K Y
P h o n e
-5
F a x (5
-5
P R
O J
-1
-2
2'8 1'4 5'4 10'8
3/8" = 1'-0"
C
U s e rs
\t o m
.n e w m a n \D o c u m e n ts
\A -P
C A
R C to m .n e w m a n .r v t
/1
/2
:3
:2
P
M
A-401
E N
L A
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E D
P L
A N
S
E M
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N C
Y
H U
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IN
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T N
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M A
N
T N
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M A
N
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IA
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I
/0
/2
C E
R T
IF
IE
D F
IN
A
L
P A
N A
M A
C
IT
Y A
R C
F
L
N
A M
A C
IT
Y
F
L
P R
O J
E C
T
3/8" = 1'-0"D2
ENLARGED PLAN - TOILET ROOMS
3/8" = 1'-0"D5
CAGE PLAN - TYPICAL
1/2" = 1'-0"A2
MEN'S RESTROOM ELEVATION
1/2" = 1'-0"A5
WOMEN'S RESTROOM ELEVATION
ACCESSORIES & FIXTURES LEGEND
MARK DESCRIPTION
GB-1 GRAB BAR - 36"
GB-2 GRAB BAR - 42"
GB-3 GRAB BAR - 18"
LV-1 LAVATORY W/ SOLID SURFACE COUNTERTOP - SEE PLUMBING DRAWINGS
LV-SS LAVATORY W/ SOLID SURFACE COUNTERTOP - SEE PLUMBING DRAWINGS
MG-1 30" HIGH FRAMED MIRROR
PTDWR SEMI-RECESSED PAPER TOWEL DISPENSER / WASTE RECEPTACLE
SD-1 WALL MOUNTED SOAP DISPENSER
TTD TOILET TISSUE DISPENSER
WC-1 WATER CLOSET - SEE PLUMBING DWG
1" = 1'-0"A8
WOMENS VANITY SECTION
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
A
U G
GENERAL NOTE:
PROVIDE AT EACH CAGE BATTLE SHIP GRAY SHELVING, HEAVY
DUTY, OPEN BACK AND ENDS WITH "X" BRACING, 5 SOLID
SHELVES (TOP, BOTTOM AND 3 MIDDLE ADJUSTABLE SOLID
SHELVES). 7 FOOT TALL X 2 FOOT DEEP X 4 FOOT W IDE.
THERE WILL BE 3 SETS OF SHELVING UNITS ALONG EACH 12'-4"
SIDE. THEREFORE, A TOTAL OF 6 SHELVING UNITS PER 8'-2' X 12' X
4" CAGE. WHERE THERE IS A SHEETROCK W ALL AS PART OF A
CAGE WALL, THAT WALL WILL BE LINED (OVER SHEETROCK) WITH
B/C 3/4" PLYWOOD WITH THE B SIDE EXPOSED FACE PAINTED.
W
2Q R
B0
3-
WALL BASE AS
SCHEDULED
F.F.E.
METAL RUNNER TRACK
1/2" GAP, MAX.
ONE LAYER 5/8" GWB
METAL RUNNER
TRACK TOP
BRACE TO STRUCTURE @
4'-0" OC WITH METAL
FRAMING, TYP.
REFER TO RCP FOR
CEILING INFO.
BOTTOM OF STRUCTURE KEY LEGEND
.2 = 2 1/2" STUDS
.3 = 3 5/8" STUDS
.4 = 4" STUDS
.6 = 6" STUDS
TYPE KEY
P2.2 P2.3 P2.4 P2.6
METAL STUDS
@16" O.C., TYP.
STC - 45 AT
OFFICE W ALLS
TYPICALLY
SOUND BATTS AT
OFFICE
PERIMETER
WALLS - WALL
SYSTEM TO
ACHIEVE STC-45
AT OFFICE
WALLS
TYPICALLY
WALL BASE AS
SCHEDULED
F.F.E.
METAL RUNNER TRACK
1/2" GAP, MAX.
5/8" TYPE X - GWB
(PROVIDE MOISTURE &
IMPACT RESISTANT GWB
ON UNIT STORAGE
SIDE OF WALL)
METAL RUNNER
TRACK TOP
REFER TO RCP FOR
CEILING INFO.
FIRE CAULKING
BOTH SIDES OF W ALL
KEY LEGEND
.3 = 3 5/8" STUDS
.4 = 4" STUDS
.6 = 6" STUDS
.8 = 8" STUDS
TYPE KEY
P11.3 P11.4 P11.6 P11.8
METAL STUDS
@16" O.C., TYP.FOIL FACED INSULATION
WITH TAPED JOINTS AT
UNIT STORAGE SIDE OF
WALL. - SOUND BATTS
IN ALL OTHER
LOCATIONS
FIRE SAFING INSULATION
@ MTL DECK FLUTES
BOTTOM OF STRUCTURE
CONTINOUS FIRE
CAULKING BOTH SIDES
UL RATED
P11.3 = U419 - 1HR
P11.4 = U419 - 1HR
P11.6 = U419 - 1HR
P11.8 = U419 - 1HR
STC - 45
1HR RATED
UFC-3-600
WALL BASE AS
SCHEDULED
F.F.E.
METAL RUNNER TRACK
1/2" GAP, MAX.
REFER TO RCP FOR
CEILING INFO.
BOTTOM OF STRUCTURE KEY LEGEND
.2 = 2 1/2" STUDS
.3 = 3 5/8" STUDS
.4 = 4" STUDS
.6 = 6" STUDS
TYPE KEY
P1.2 P1.3 P1.4 P1.6
METAL STUDS
@16" O.C., TYP.
TILE ON 1/2" CEMENT
BOARD
M
IN
METAL RUNNER
DEFLECTION
TRACK TOP
ONE LAYER 5/8" GWB
WALL BASE AS
SCHEDULED
F.F.E.
METAL RUNNER TRACK
1/2" GAP, MAX.
ONE LAYER 5/8" GWB ON
EACH SIDE OF STUD
METAL RUNNER
TRACK TOP
BRACE TO STRUCTURE @
4'-0" OC WITH METAL
FRAMING, TYP.
REFER TO RCP FOR
CEILING INFO.
BOTTOM OF STRUCTURE KEY LEGEND
.2 = 2 1/2" STUDS
.3 = 3 5/8" STUDS
.4 = 4" STUDS
.6 = 6" STUDS
TYPE KEY
P3.2 P3.3 P3.4 P3.6
METAL STUDS
@16" O.C., TYP.
STC - 45 AT
OFFICE W ALLS
TYPICALLY
SOUND BATTS AT
OFFICE
PERIMETER
WALLS - WALL
SYSTEM TO
ACHIEVE STC-45
AT OFFICE WALLS
TYPICALLY
WALL BASE AS
SCHEDULED
F.F.E.
METAL RUNNER TRACK
1/2" GAP, MAX.
METAL RUNNER
TRACK TOP
REFER TO RCP FOR
CEILING INFO.
FIRE CAULK
BOTH SIDES OF W ALL
KEY LEGEND
.3 = 3 5/8" STUDS
.4 = 4" STUDS
.6 = 6" STUDS
.8 = 8" STUDS
TYPE KEY
P14.3 P14.4 P14.6 P14.8
METAL STUDS
@16" O.C., TYP.
FOIL FACED
INSULATION
WITH TAPED
JOINTS AT UNIT
STORAGE SIDE
OF WALL.
FIRE SAFING INSULATION
@ MTL DECK FLUTES
BOTTOM OF STRUCTURE
CONTINOUS FIRE
CAULKING BOTH SIDES
UL RATED
P14.3 = U419 - 1HR
P14.4 = U419 - 1HR
P14.6 = U419 - 1HR
P14.8 = U419 - 1HR
STC - 45
1HR RATED
UFC-3-600
5/8" TYPE X - GWB
(PROVIDE MOISTURE &
IMPACT RESISTANT GW B
ON UNIT STORAGE
SIDE OF WALL)
HEAVY DUTY JAMB AS REQ'D.
HEAVY DUTY
STUD CLIP
FASTENED TO
JAMB AS REQ'D.
CRIPPLE STUDS
ABOVE OPENING
HEAVY DUTY
HEADER AS
REQ'D.
CONTINUOUS METAL
CONTROL JOINT- PAINT
CJ TO MATCH WALL
5/8" GYPSUM BOARD
JOINT COMPOUND
FEATHERED
AS SHOWN-TYPICAL
NOTE: SEE PLANS FOR
LOCATION OF CONTROL
JOINTS - IF NOT INDICATED ON
PLAN INSTALL PER ASTM GUIDELINES
2x7 STEEL PLATE WITH 3/8"
DIAMETER EXPANSION
BOLTS (2 PER PLATE)
11/4" x 11/4" x 1/8" STL
ANGLE FRAME WITH
10GA WOVEN WIRE
MESH WELDED
IN FRAME ON 4 SIDES
2x2 STEEL POST
(BEYOND)
M A
X
IM
U M
2x2 STEEL TUBE
FRAMING
2x2 STEEL TUBE
FRAMING
11/4" x 11/4" x 1/8" STL
ANGLE FRAME WITH
10GA WOVEN WIRE
MESH WELDED
IN FRAME ON 4 SIDES
2x2 STEEL TUBE
FRAMING
11/4" x 11/4" x 1/8" STL
ANGLE FRAME WITH
WIRE MESH WELDED
IN FRAME ON 4 SIDES
FIN. FLR
A-501
B9
PAINTED 3/4" PLYWOOD
SHEATHING ON ONE SIDE
AT THREE LOCATIONS
BETWEEN BACK TO BACK
SHELVING.
10GA WOVEN WIRE MESH
WELDED TO ANGLE FRAME
2x7 STEEL PLATE
(BELOW)
3/8" DIA EXP BOLTS
(2 PER PLATE)
11/4" x 11/4" x 1/8" STL
ANGLE FRAME
2x2 STEEL POST
3/8" DIA CORNER BOLT
(GRIND THREADS FLUSH
WITH NUT - TYP)
ALL FASTENERS ON
CAGE AND AT FLOOR
ATTACHEMTNS TO BE
TAMPER-PROOF, NON-
REMOVABLE
10GA WOVEN W IRE MESH WELDED
TO ANGLE FRAME2x7 STEEL PLATE
3/8" DIA EXP BOLTS
(2 PER PLATE)
11/4" x 11/4" x 1/8" STL
ANGLE FRAME
2x2 STEEL POST
3/8" DIA THRU BOLT
ALL FASTENERS ON
CAGE AND AT FLOOR
ATTACHEMTNS TO BE
TAMPER-PROOF, NON-
REMOVABLE
10GA WOVEN WIRE
MESH WELDED
TO ANGLE FRAME
2x7 STEEL PLATE
3/8" DIA EXP BOLTS
(2 PER PLATE)
11/4" x 11/4" x 1/8" STL
ANGLE FRAME
2x2 STEEL POST
FINISHED
CONCRETE SLAB
ALL FASTENERS ON
CAGE AND AT FLOOR
ATTACHEMTNS TO BE
TAMPER-PROOF, NON-
REMOVABLE
2x7 STEEL PLATE WITH
TAMPER-PROOF, NON-
REMOVABLE 3/8"
DIAMETER EXPANSION
BOLTS (2 PER PLATE)
11/4" x 11/4" x 1/8" STL
ANGLE FRAME WITH
1" X 2" 10GA WOVEN
STEEL WIRE MESH
WELDED IN FRAME ON 4
SIDES
2x2 STEEL TUBE
FRAMING
CAGE DOOR -
(4) 11/4" x 11/4" x 1/8" STL
ANGLE FRAMES WITH
10GA WOVEN WIRE
MESH WELDED
IN FRAME ON 4 SIDES
FIN. FLR
WELD 2" W x 1/4"
PLATE OVER
EACH ANGLE FRAME
ABUTMENT
(4) TAMPER PROOF
BUTT HINGES. ALL
HARDWARE TO BE
TAMPER-PROOF, NON-
REMOVABLE
PROVIDE TWO
STEEL HASPS AT
ONE-THIRD POINTS
FOR PADLOCKS
A-501
B9
4' - 0"
PROVIDE TWO
STEEL HASPS AT
ONE-THIRD POINTS
FOR PADLOCKS
ALL FASTENERS ON
CAGE AND AT FLOOR
ATTACHEMTNS TO BE
TAMPER-PROOF, NON-
REMOVABLE
CAGE FRAME SHALL BE
NO MORE THAN 1" FROM
THE FLOOR AND NO
MORE THAN 2" FROM
WALLS OR CEILINGS
10GA WOVEN
WIREMESH
WELDED TO ANGLE
FRAME
(DOOR)
2x7 STEEL PLATE
11/4" x 11/4" x 1/8" STL
ANGLE FRAME
2x2 STEEL POST
3/8" DIAMETER
CORNER BOLT
TAMPER-PROOF BUTT HINGE (3
PER DOOR) WELDED TO STEEL
POST AND TO DOOR FRAME
ALL FASTENERS ON
CAGE AND AT FLOOR
ATTACHEMTNS TO BE
TAMPER-PROOF, NON-
REMOVABLE
10GA WOVEN WIRE MESH
WELDED TO ANGLE FRAME
10GA WOVEN W IRE MESH
WELDED TO ANGLE FRAME
11/4" x 11/4" x 1/8" STL
ANGLE FRAME
2 x 2 x1/4 STEEL PLATE
WITH 1/4" DIAMETER
HOLES FOR PADLOCK
ALL FASTENERS ON
CAGE AND AT FLOOR
ATTACHEMTNS TO BE
TAMPER-PROOF, NON-
REMOVABLE
10GA WOVEN W IRE MESH WELDED
TO ANGLE FRAME
2x7 STEEL PLATE
3/8" DIA EXP BOLTS
(2 PER PLATE)
11/4" x 11/4" x 1/8" STL
ANGLE FRAME
3/8" CORNER BOLT
ALL FASTENERS ON CAGE AND AT
FLOOR ATTACHEMTNS TO BE
TAMPER-PROOF, NON-REMOVABLE
0'
SCALE:
0'
SCALE:
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
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C O
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IN
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P a th
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P a rk w a y L a n e
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P e a c h tr e e C o rn e rs
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P h o n e
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F a x (5
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P R
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-2
8" 4" 1'4 3'8
1 1/2" = 1'-0"
4" 2" 8" 1'4
3" = 1'-0"
C
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\t o m
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P
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A-501
P A
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IT
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D D
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A
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H U
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P A
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IT
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F
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P R
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E C
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1 1/2" = 1'-0"E3
PARTITION TYPE - P2
1 1/2" = 1'-0"E7
PARTITION TYPE - P11
1 1/2" = 1'-0"E1
PARTITION TYPE - P1
1 1/2" = 1'-0"E5
PARTITION TYPE - P3
1 1/2" = 1'-0"E9
PARTITION TYPE - P14
1/2" = 1'-0"A1
HDS HEADER FRAMING1
3" = 1'-0"A3
NON-RATED CONTROL JOINT
3/4" = 1'-0"B1
PARTITION TYPE - P23
3" = 1'-0"B6
CAGE POST - 3 WAY
3" = 1'-0"C6
CAGE POST PLAN
3" = 1'-0"B9
CAGE POST - ANCHOR
3/4" = 1'-0"B3
CAGE - ELEVATION
3" = 1'-0"A6
CAGE DOOR - JAMB DETAIL
3" = 1'-0"A5
CAGE DOOR - DETAIL
3" = 1'-0"C9
CAGE POST - CORNER
GENERAL NOTE:
VERIFY MOUNTING HEIGHTS OF ACCESSORIES, EQUIPMENT,
DOOR HARDWARE, CASEWORK, ETC., AND PROVIDE SOLID
BLOCKING BEHIND ITEMS REQUIRING ANCHORAGE. PROVIDE
FIRE-TREATED WOOD BLOCKING OR METAL STRAPS BETWEEN
FRAMING MEMBERS AS REQUIRED TO SUPPORT WEIGHT AND
USE OF ITEMS TO BE SUPPORTED. WHERE MOUNTING HEIGHTS
ARE NOT INDICATED, MOUNT ITEMS IN ACCORDANCE WITH
RECOGNIZED INDUSTRY STANDARDS, COORDINATE LOCATIONS
WITH MANUFACTURER OR SUPPLIER AND REFER MOUNTING
HEIGHT QUESTIONS TO CONTRACTING OFFICER FOR
INTERPRETATION.
NOTE:
SEE B9/A-102 FOR
DUST BARRIER
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
A
U G
W
2Q R
B0
3-
| 094208 EMERG RELOC (FL154)- AMDT 0001 |
| CS103 |
| C-502 |
| A-401 |
| A-501 |
File details come from the government source that posted it. Updated .