AD014784P - Technical Exhibit A - Drawings.pdf
PDF 20 MB Posted
- Attached to
- Renovation of Building
- Solicitation number
- W91151-21-B-0005
About this file
This document outlines a federal contract opportunity for renovation of a building. The solicitation is seeking bids for renovations to Building 36000 at Fort Hood in Texas, with an estimated value between $1 million and $5 million. The project is a 100% set-aside for small businesses only under NAICS code 238990. Bidders must provide a bid bond with their submission, and performance and payment bonds will be required upon award. The selected contractor must provide a superintendent through project completion, and the project manager, quality control, and superintendent positions cannot be subcontracted and must be filled by prime contractor staff. Bids are due at the specified address and time, and must include a CD copy of bid documents.
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SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \G -1
C o v e r S h e e t
M a in C a n to n m e n t.
d g n
:5
:5
P
M
R
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C O
V E
R S
H E
E T
G-101
PROJECT NUMBER: AD014784P
A. PELLOT
DETAIL NUMBER
REFERENCE FROM
REFERENCE TO
J. LOPEZ
87000
86000
85000
22000
88000
52000
53900
48000
51000
60000
69000
30000
38000
36000
26000
50000
40000
43000
39000
56000
11000
25000
13000
42000 33000
44000
41000
32000
10000
49000
35000
29000
18000
12000
15000
37000
31000
28000
23000
17000
19000
27000
34000
21000
16000
24000
93020
53400
51000
53000
75000
14000
53000
55000
89000
FORT HOOD DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION
FORT HOOD MILITARY RESERVATION - MAIN CANTONMENT AREA
SCALE : 1" = 2000'-0"
0 1/2 MILE 1 MILE
N
W E
S
COVER SHEET
A-101
A-102
A-104
A-201
A-301
A-501
A-402
A-502 FRAMING DETAILS
A-503
M-101
G-101
D-101
C-101
P-101
P-103
P-104
P-105
P-106
P-108
P-109
P-501 PLUMBING DETAILS
M-502
M-602
PROPOSED FLOOR PLAN I
M-102
M-103
P-601
E-101
E-102
GENERAL SYMBOLS
LEGEND
CLEER CREEK
THE COURSES OF
NEW RAIL HEAD
COLLEGE
CENTRAL TEXAS
III CORPS
HOSPITAL
CARL R. DARNALL
PUBLIC WORKS
DIRECTORATE OF
PROJECT SITE
AIRFIELD
HOOD ARMY
SYMBOL
SHOEMAKER
RANGE CONTROL
FORT HOOD
TANK TRAIL
BLOCK PLAN
31 DEC 2020
C-102
CONVERT BUILDING 12005
D-201
FLOOR PLAN DEMOLITION
DEMOLITION EXTERIOR ELEVATIONS
EXISTING CONDITIONS SURVEY
PROPOSED SITE PLAN
C-501
PROPOSED FLOOR PLAN II
A-103 REFLECTIVE CEILING PLAN
ROOF PLAN
EXTERIOR ELEVATIONS
PROPOSED SECTIONS
A-401
M-601
M-701
P-102
PLUMBING ENLARGEMENT I
PLUMBING ENLARGEMENT II
P-107
SANITARY SEWER ENLARGEMENT I
SANITARY SEWER ENLARGEMENT II
PLUMBING SCHEDULES
E-103
F-501
F-101
E-601 ELECTRICAL SCHEDULES
FIRE PROTECTION PLAN
FIRE PROTECTION DETAILS
A-601
A-701
WINDOW DETAILS
A-504 CEILING DETAILS
MECHANICAL PLAN I
MECHANICAL PLAN II
MECHANICAL PLAN III
ABOVE FLOOR PLUMBING II
UNDER FLOOR PLUMBING
M-001 MECHANICAL LEGEND AND NOTES
REV SHEET DESCRIPTIONSHEET SHEET DESCRIPTIONSHEET
INDEX OF DRAWINGS
REV
C-502
C-503
SITE DETAILS I
SITE DETAILS II
SITE DETAILS III
C-504 SIDEWALK DETAILS
M-501
WALL TYPES
A-505 ROOF DETAILS
ARCHITECTURAL SCHEDULES
ABOVE FLOOR PLUMBING I
MECHANICAL DETAILS - PIPING
MECHANICAL SCHEDULES I
MECHANICAL SCHEDULES II
ELECTRICAL PLAN I
ELECTRICAL PLAN II
ELECTRICAL PLAN III
NOTE BY SYMBOL
REVISION NUMBER
RESTROOMS ENLARGEMENT I
RESTROOMS ENLARGEMENT II
PROPOSED FINISH FLOOR
MECHANICAL DETAILS - DUCTWORK
MECHANICAL CONTROLS I
M-702 MECHANICAL CONTROLS II
SANITARY SEWER PLAN I
SANITARY SEWER PLAN II
A
A
GATE
CREEK
CLEAR
TEXAS
NORTH NOLAN RD
S C
L E
A R C
R E
E K R
D
N C
L E
A R C
R E
E K R
D
VILLAGE
MONTAGUE
VILLAGE
MCNAIR
VILLAGE
CHAFEE
VILLAGE
VENABLE
PARK
PERSHING
VILLAGE
LIBERTY
VILLAGE
KOUMA
HEIGHTS
WAINWRIGHT
GATE
CLARKE
NORTH
GATE
CLARKE
SOUTH
GATE
BECK
BERNIE
PARK
PATTON
N C
L A
R K
E R
O A
D
W BATTALION AVE
W OLD IRONSIDES AVE
W TANK DESTROYER BLVD
W TANK DESTROYER BLVD E TANK DESTROYER BLVD
O L
D G
E O
R G
E T
O W
N R
D
W T
ANK
DES
TROYER
BLVD
S C
L A
R K
E R
D
SANTA FE
AVE
WAREHOUSE AVE
W R
A T
T E
N D
R
OLDRAILHEAD DR
W A
Y
W A
R R
IO
R
E M
U R
P H
Y R
D
M A
R T
IN
D
R
EAST
RANG
E
RD
W HELL ON WHEELS BLVD
W IVY DIVISION RD
E OLD IRONSIDES AVE
E HELL ON WHEELS BLVD
E HELL ON WHEELS BLVD
E OLD IRONSIDES AVE
CENTRAL DR
W E S T R
A N
G E R
D
N
N
D S
T
N
N
D S
T
W IVY DIVISION RD
N F
O R
T H
O O
D S
T
TURKEY RUN RD
TURKEY RUN RD
TURKEY RUN RD
W VETERANS MEMORIAL BLVD
B L
A C
K G
A P R
D
E MURPHY RD
SOUTH RANGE RD
GATE
RANGE
EAST
TEDESCO WAY
R A
IL
H E
A D
D R
N E
W
LANDFILL
FORT HOOD
GATE
MAYBORNE
E IVY DIVISION RD
PARK
MOTORCYCLE
ATV
VILLAGE III W
COMANCHE
VILLAGE I & II
COMANCHE
M U S
K O
G E E S
T
M U
N
IT
IO
N S R
D
JOHNSON DR
COVE
COPPERAS
T
H S
T
R
D S
T
E MURPHY RD
T
H S
T
E BATTALION AVE
AIRFIELD
ARMY
HOOD
S
T
H S
T
S
T
H S
T
S
N
D S
T
S T J M
IL
L S B
L V
D
KILLEEN
STADIUM
HOOD
E n g ni eeringDi vi s io n
SITE
PROJECT
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \D -1
F lo o r P la n D e m o li ti o n .d g n
:5
:5
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
1 2 3 4 5 6 7 8 9
A
D
E
G
J
A
L
B
F
G
H
K
D-101L. CASTILLO J. LOPEZ
F L
O O
R P
L A
N D
E M
O L
IT
IO
N
SCALE: 1/8" = 1'-0"
FLOOR PLAN DEMOLITION
D
D
GENERAL NOTES:
THIS SHEET FOR REFERENCE ONLY.1.
N g ni eeringDi vi s io n
13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"12'-2"9'-8"
'-7
'-0
'-6
'-6
'-0
'-7
F.F.E.
113'-5"
G.E.
T.O.C.
T.O.W.
B.O.P.
98'-0"
F.F.E.
108'-10"
112'-8"
120'-2"
G.E.
T.O.W.
T.O.D.
98'-0"
F.F.E.
G.E.
112'-8"
120'-2"
B.O.P
T.O.W.
98'-7"
120'-1"
T.O.W.
G.E.
1'-0"1'-0"
125'-0"
T.O.P. (HIGH)
F.F.E.
100'-0"
108'-5"
97'-10"
100'-0"
108'-9"
109'-0"
120'-3"
100'-0"
107'-0"
108'-5"
100'-0"
125'-0"
T.O.P. (HIGH)
125'-0"
T.O.P. (HIGH)
125'-0"
T.O.P. (HIGH)
T.O.G.W.
T.O.G.W.
T.O.M.C.
B.O.M.C.
T.O.G.W.
113'-5"
B.O.P.
9 8 7 6 5 4 3 2 1
1 2 3 4 5 6 7 8 9
A D E G J LL K H G F B A
SCALE: 1/8" = 1'-0"
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
WEST ELEVATION
SCALE: 1/8" = 1'-0"
EAST ELEVATION
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \D -2
D e m o li ti o n E x te ri o r
E le v a ti o n s .d g n
:5
:5
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
D-201A. PELLOT A. PELLOT
D E
M O
L
IT
IO
N E
X T
E R
IO
R E
L E
V A
T
IO
S g ni eeringDi vi s io n
REMOVE AND REPLACE WITH WINDOW ON SCHEDULE.
SANDBLAST AND REPAINT BLACK IN COLOR TO MATCH BUILDING 12004 HANDRAILS.
REMOVE AND DISPOSE OF EXISTING DOWN SPOUT AND FASTENERS.
CONTRACT DRAWINGS.
REMOVE AND PRESERVE EXISTING BRICK PARAPET AS DEPICTED IN
REMOVE AND DISPOSE OF EXISTING HAND RAIL.
INSTALLATION.
REMOVED AND REINSTALLED WILL VARY TO ACCOMMODATE WINDOW
AREA SHADED REPRESENT NEW WINDOWS LOCATION AND ACTUAL VENEER TO
INSTALLATION.
REMOVE AND DISPOSE OF EXISTING BRICK TO FACILITATE NEW WINDOWS
RE-PAINT.
SPLASH BLOCKS.
REMOVE AND RESET EXISTING SPLASH BLOCKS , POWER WASH ALL
REMOVE AND DISPOSE OF EXISTING DOOR. REPLACE WITH SCHEDULE DOOR.
"2 12'- 1'-9" 8'-0""2
13'-4 8'-0"8'-0" "4 13'-18'-0"
6'-8" 6'-2"3'-4"3'-4"
9'-8"12'-2"24'-0"24'-0"24'-0"24'-0"24'-0"13'-6"
13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"12'-2"9'-8"
22'-11"19'-2"15'-6"5'-8"20'-11"16'-7"13'-0"12'-6"12'-6"13'-0"16'-7"
KEY NOTES:
LEGEND:
INDICATES ITEMS FOR DEMOLITION.
ABBREVIATIONS:
NOTES:
POWER WASH ALL SURFACE.1.
INDICATES AREA TO INSTALL BRICK VENEER.
GROUND ELEVATION.G.E.
FINISH FLOOR ELEVATION.F.F.E.
TOP OF DOOR.T.O.D.
BOTTOM OF METAL CANOPY.B.O.M.C.
TOP OF METAL CANOPY.T.O.M.C.
TOP OF CEILING.T.O.C.
TOP OF GLASS WINDOWS.T.O.G.W.
TOP OF WALL.T.O.W.
BOTTOM OF PARAPET.B.O.P.
TOP OF PARAPET.T.O.P.
1 1 1 1 1
1 1 1 1 1 1 1
1111 11
2 2
2 2
777 7
3 3
3 3
4 4
A
A
A
A
A
A
A
A
C-101
X
IS
T
IN
G C
O N
D
IT
IO
N S S
U R
V E
Y
SCALE: 1" = 10'-0"
EXISTING CONDITION SURVEY
G
W
F
WCO
WW
G
L. CASTILLO L. CASTILLO
FD
FO
F
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -1
E x is ti n g C o n d it io n s S u rv e y .d g n
:5
:5
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
WW
WCO
G
G
G
W
FO
F
W
W
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WW
G G
WW
WW
FD
916.00
920.76
920.12
919.53
919.14
918.44
917.80
917.09
916.55
916.01
915.02
920.49
920.03
919.67
918.66
918.76
917.37
916.69
915.67
914.71
914.45
918.87
914.13
917.83
918.50
917.43
917.29
914.95
916.95
917.61
917.58
918.39
917.88
917.66
918.34
918.36
917.40
915.48
916.5
917.08
917.27
917.57
917.39
916.71
916.49
914.17
919.12 917.47
916.48917.75 917.46918.61919.39918.41918.80919.79920.09919.71
918.64
918.17 918.54
916.08 915.09917.45
917.13 917.30
917.50
917.31 913.85
917.29 916.10 915.04
917.25 916.08 915.28
918.82
919.00917.22
916.31
917.32
916.72
918.31
EL = 917.29'
CENTER OF ROAD
MAGNETIC NAIL IN
PROJECT BENCHMARK
EL = 914.06'
PARKING LOT ASPHALT
EL = 913.76'
N = 11305372.67
E = 2029295.47
POWER POLE
EXISTING ABANDONED
g ni eeringDi vi s io n
LEGEND:
EXISTING OVERHEAD ELECTRIC LINE
EXISTING UNDERGROUND ELECTRIC LINE
EXISTING GAS LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING WATER LINE
EXISTING POWER POLE
EXISTING GAS REGULATOR
EXISTING GAS VALVE
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING WASTEWATER CLEANOUT
EXISTING WASTEWATER MANHOLE
PROJECT BENCHMARK
SPOT ELEVATION
EXISTING FIBER OPTIC
EXISTING FLOOR DRAIN
BUILDING NUMBER12005
FIRE DEPARTMENT CONNECTION
EXISTING UNDERGROUND FIBER OPTIC LINE
OLD IRONSIDE AVE
T
H S
T
12005
A
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -1
P ro p o s e d S it e P la n .d g n
:5
:5
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
WCO
G
FO
F
W
W
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WW
WW
WW
FD
C-102L. CASTILLO L. CASTILLO
P R
O P
O S
E D S
IT
E P
L A
N
SCALE: 1" = 10'-0"
PROPOSED SITE PLAN
920.76
920.12
919.53
919.14
918.44
917.09
916.55
916.01
915.02
920.49
920.03
919.67
918.66
918.76
917.37
916.69
915.67
914.71
914.45
918.87
914.13
917.83
918.50
917.43
917.29
914.95
916.95
917.61
917.58
918.39
917.88
917.66
918.34
918.36
917.40
915.48
916.5
917.08
917.27
917.57
917.39
916.71
916.49
914.17
919.12 917.47
916.48917.75 917.46918.61919.39918.41918.80919.79920.09919.71
918.64
918.17 918.54
916.08 915.09917.45
917.13 917.30
917.50
917.31 913.85
917.29 916.10 915.04
917.25 916.08 915.28
918.82
919.00917.22
916.31
917.32
916.72
918.31
LIMITS OF GRADING LIMITS OF GRADING
LIMITS OF GRADING LIMITS OF GRADING
N
EL = 917.29'
CENTER OF ROAD
EL = 914.06'
PARKING LOT ASPHALT
EL = 913.76'
N = 11305372.67
E = 2029295.47
POWER POLE
EXISTING ABANDONED
g ni eeringDi vi s io n
INSTALL TYPICAL CELLAR DOORWAY TO CRAWL SPACE.
TYPICAL GRADING AND SODDING AREA LIMITS AS SHOWN.
INSTALL NEW DUMPSTER PAD; REF SHEETS C-501, C-502, C-503.
CONTRACTOR SHALL CONSTRUCT NEW SIDEWALKS AS SPECIFIED.
INSTALL NEW FLAG POLE.
OLD IRONSIDE AVE
T
H S
T
12005
12'-0"
6'-0" 1
KEY NOTES:
NOTES:
CONTRACTOR WILL FILL AND GRADE THE AREA AS SPECIFIED.
GUARD RAILS SHALL BE DISPOSED OF. UPON COMPLETION OF DEMOLITION WORK,
LOADING RAMP IS TO BE DEMOLISHED ENTIRERLY. CONCRETE AND 1.
2 2
2 2
A
C-501L. CASTILLO L. CASTILLO
IT
E D
E T
A
IL
S I
SCALE: 1/2" = 1'-0"
DUMPSTER PAD ENCLOSURE - PLAN VIEW
SCALE: 1/2" = 1'-0"
DUMPSTER PAD ENCLOSURE - FRONT ELEVATION
SCALE: 1/2" = 1'-0"
DUMPSTER PAD ENCLOSURE - SIDE ELEVATION
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -5
S it e D e ta il s I .d g n
:5
:5
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
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A R
C H
IT
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T U
R A
L T
IT
L E B
L O
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[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
2" 2"
2"
3"
2"
3"
R - PANEL
6" DIA. BOLLARD
CONCRETE FOUNDATION
6" DIA. BOLLARD
CULTURED STONE COLUMN
g ni eeringDi vi s io n
MASONRY NOTES:
ALL VERTICAL STEEL SHALL BE POSITIONED IN WALL USING REBAR POSITIONERS.8.
WITH 3/16 INCH CROSS TIES SPACED AT 16”ON CENTER.
COLD-DRAWN STEEL CONFORMING TO ANSI/ASTM A82, 3/16 INCH SIDE RODS
REINFORCE ALL CONCRETE MASONRY UNITS WITH TRUSS TYPE HOT DIP GALVANIZED 7.
IN APPROXIMATE RATIO OF 1:3:2. GROUT SHALL CONFORM TO ASTM C-476.
GROUT OR FILLED CELLS SHALL BE A MIXTURE OF CEMENT, SAND, AND PEA GRAVEL 6.
MASONRY MECHANICS WITH MASONRY SAWS.
REQUIRED TO ACCOMMODATE WORK OF OTHER SECTIONS SHALL BE DONE BY
PROGRESSES. ALL CUTTING AND FITTING OF MASONRY, INCLUDING THAT
AND OTHER ITEMS TO BE BUILT IN SHALL BE INSTALLED AS THE MASONRY WORK
OPENING OF THE FULL CELL DIMENSIONS. ANCHORS, WALL PLUGS, ACCESSORIES
WITH GROUT SHALL BE ALIGNED TO PROVIDE A CONTINUOUS UNOBSTRUCTED
WITH FRESH MORTAR. VERTICAL CELLS TO BE REINFORCED AND/OR FILLED
DISTURBED AFTER MORTAR HAS STIFFENED SHALL BE REMOVED AND RELAYED
TO FINAL POSITION WHILE MORTAR IS STILL SOFT AND PLASTIC. ANY UNIT
MASONRY UNITS SHALL BE DRY WHEN LAID. EACH UNIT SHALL BE ADJUSTED 5.
AND VERTICAL FACE SHELLS, AND ALL WEBS.
ALL CMU SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL 4.
METHOD.
ALL MORTAR SHALL BE ASTM C-270 TYPE “N”MORTAR MIXED BY PROPORTION3.
TYPE I, WEIGHING NOT MORE THAN 105 PCF DRY.
A MAXIMUM LINEAR SHRINKAGE OF 0.06% CONFORMING TO ASTM C90
HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI WITH
UNLESS NOTED OTHERWISE, ALL CONCRETE MASONRY UNITS (CMU) SHALL 2.
COMMENTARIES FOR THE ABOVE.
MASONRY STRUCTURES”(ACI 530.1/ASCE 6/TMS 602) AND ASSOCIATED
STRUCTURES”(ACI 530/ASCE 5/TMS 420). THE “SPECIFICATION FOR
CONCRETE INSTITUTE “BUILDING CODE REQUIREMENTS OF MASONRY
ACCORDANCE WITH THE CODE APPLICABLE EDITIONS OF THE AMERICAN
REINFORCED CONCRETE MASONRY WALLS SHALL BE CONSTRUCTED IN 1.
6'-0"
30'-0"
2'-0" 2'-0" 6'-0" 2'-0" 6'-0" 2'-0" 6'-0" 2'-0" 2'-0"
2'-4" 11'-6" 2'-4" 11'-6" 2'-4"
2'-4"
7'-6"
8 - YARD FRONT
LOAD DUMPSTER
8 - YARD FRONT
LOAD DUMPSTER
8 - YARD FRONT
LOAD DUMPSTER
C
C
C
C
C
C
C-502L. CASTILLO L. CASTILLO
BEAM SCHEDULE
MARK
B1 8"
"B" REINFORCEMENT
#3 STIRRUPS @ 18" O.C.
2 - #5 TOP & BOTTOM
"D"
12"
SCALE: 1/2" = 1'-0"
FOUNDATION PLAN
SCALE: 1/2" = 1'-0"
TYPICAL BOLLARD
SCALE: 1 1/2" = 1'-0"
INTERIOR GRADE BEAM
SCALE: 1 1/2" = 1'-0"
EXTERIOR GRADE BEAM
S
IT
E D
E T
A
IL
S I I
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -5
S it e D e ta il s I I.
d g n
:5
:0
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
B1 g ni eeringDi vi s io n
SITE PREPARATION NOTES:
DESICCATION.
OF CONCRETE. REMOVE ALL LOOSE MATERIALS AND UNSUITABLE SOILS DUE TO RAINFALL OR BY
PLACEMENT
WATER SHOULD NOT BE PERMITTED IN THE FOOTING HOLES AFTER FINAL COMPACTION AND BEFORE
STANDING
BOTTOM OF HOLES TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY DETERMINED USING ASTM D698.
COMPACT
EXCAVATE ALL FOOTINGS TO MEET PLANNED DIMENSIONS. PRIOR TO PLACEMENT OF CONCRETE, HAND S5.
PERFORM ALL EARTHWORK DESCRIBED ABOVE BEFORE EXCAVATING FOR BEAMS AND FOOTINGS. S4.
LARGER THAN THREE (3) INCHES IN MAXIMUM DIMENSION.
STONES
BLE BASE MATERIALS SHOULD BE FREE OF ORGANIC MATERIAL AND DEBRIS, AND SHOULD NOT CONTAIN
FLEXI-
ITEM 247, TYPE A, GRADES 1 OR 2 AS SPECIFIED IN THE 2004 TXDOT STANDARD SPECIFICATIONS MANUAL. THE
CRITERIA FOR
OF THE OPTIMUM MOISTURE CONTENT. THE FLEXIBLE BASE MATERIAL SHOULD MEET THE GRADATION
POINTS
PACTIVE LIFT THICKNESS TO 6 INCHES OR LESS AND MOISTURE CONTENT BETWEEN -2 AND +3 PERCENTAGE
COM-
IN LINE ITEM 205: FLEXIBLE BASE MATERIAL (IN-PLACE, COMPACTED) OF THE OEP SPECIFICATIONS. MAINTAIN
SPECIFIED
BRING THE SUBGRADE UP 16", EXCEPT WHERE OTHERWISE SHOWN, WITH FLEXIBLE BASE MATERIAL AS S3.
MATERIAL) OF THE OEP SPECIFICATIONS.
IN-PLACE
STABILIZE 6" OF SUBGRADE USING LIME AS SPECIFIED IN LINE ITEM 203: LIME STABILIZATION (STABILIZE S2.
ITIONAL SOILS AS NEEDED TO MEET DESIGN ELEVATIONS. EXPOSED SUBGRADE SHALL BE RELATIVELY LEVEL.
ADD-
AT THE ENTIRE AREA OCCUPIED BY THE PAD, REMOVE TOP SOILS. DO NOT USE AS FILL MATERIAL. REMOVE S1.
CONCRETE NOTES:
GRADE BEAMS .......................................................................... 2 INCHES
SLAB ON GRADE (FROM TOP OF SLAB) ................................ 2 INCHES
CONCRETE COVER SHALL BE AS FOLLOWS:C7.
SPECIFIC APPROVAL OF THE STRUCTURAL ENGINEER.
WITHOUT THE
NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING BARS SHALL BE ALLOWED C6.
MINIMUM CONCRETE COMPRESSIVE STRENGTH WHEN TESTED AT 28 DAYS SHALL BE 4,000 PSI. C5.
CONCRETE.
ALL REINFORCING SHALL BE PROPERLY CHAIRED AND TIED PER ACI 315 AND CRSI PRIOR TO PLACING C4.
DETAIL REINFORCING BARS AND PROVIDE BAR SUPPORTS AND SPACERS IN ACCORDANCE WITH ACI 315. C3.
GRADE 60.
A 615
ALL CONCRETE REINFORCEMENT SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO ASTM C2.
QUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318)", THE AMERICAN CONCRETE INSTITUTE.
RE-
STRUCTURAL CONCRETE SHALL BE IN ACCORDANCE WITH THE CODE APPLICABLE EDITION OF "BUILDING CODE C1.
1'-4"
1/2" EXP. JOINT FILLER
1" CROWN
PAINT SAFETY YELLOW
EMBEDDED 3' INTO CONCRETE SHAFT
PIPE FILLED WITH CONCRETE,
6" DIA. BOLLARD POST, SCH. 40 STEEL
3'-0"6'-0"2'-0"4'-0"4'-0"2'-0"6'-0"3'-0"
11'-0"8'-0"11'-0"
30'-0"
1'-0"
6" THICK 4,000 PSI CONCRETE
REINFORCED WITH #5 @ 18" O.C.E.W.
BROOM FINISH.
B1
B
B
B
B
SEE CIVIL DRAWINGS
FINISHED GRADE,
AND REINFORCEMENT
SEE PLAN FOR SLAB SIZE
"D
6""B"
S E
E P
L A
N
SEE NOTE S3
SEE NOTE S2
SEE NOTE S3
SEE NOTE S2
S E
E P
L A
N
AND REINFORCEMENT
SEE PLAN FOR SLAB SIZE
6" 6""B"
C
C
C
C
C
C
C
C-503L. CASTILLO L. CASTILLO
IT
E D
E T
A
IL
S I
II
SCALE: 1/2" = 1'-0"
ENCLOSURE FRAMING PLAN
SCALE: 3/4" = 1'-0"
FRAMING ELEVATION
SCALE: 3" = 1'-0"
CONNECTION DETAIL
SCALE: 3" = 1'-0"
SECTION DETAIL
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -5
S it e D e ta il s I
II
.d g n
:5
:0
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
g ni eeringDi vi s io n
STRUCTURAL FRAMING NOTES
ALL WELDS EXPOSED TO VIEW SHALL BE CLEANED AND GROUND SMOOTH.8.
TO ACCOMMODATE ROLLING FABRICATIONS REQUIREMENTS AT NO ADDITIONAL COST TO THE GOVERNMENT.
MEET STRENGTH AND DEFLECTION REQUIREMENTS. MEMBER THICKNESSES CAN BE INCREASED AS REQUIRED
ROLLED MEMBER SIZES/THICKNESS INDICATED ON THE STRUCTURAL DRAWINGS ARE REQUIRED MINIMUMS TO 7.
ALL FIELD WELDING.
OPERATIONS. A FIRE EXTINGUISHER SHALL BE ON THE JOB SITE AND IN THE IMMEDIATE WORKING AREA OF
CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL EXISTING CONSTRUCTION DURING ALL FIELD WELDING 6.
CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION.
ALL AROUND/BOTH SIDES OF MEMBER WITH FILLET WELDS. UNLESS NOTED OTHERWISE ON THE PLANS, THE
FABRICATED OR FIELD ASSEMBLED ADJOINING STEEL MEMBERS SHALL BE CONNECTED USING CONTINUOUS, PERFORMED BY AN INDEPENDENT TESTING AGENCY. UNLESS NOTED OTHERWISE ON THE PLANS, ALL SHOP
THE AWSD1.1 "STRUCTURAL WELDING CODE-STEEL". VISUAL INSPECTIONS OF THE WELDS SHALL BE
HYDROGEN RODS. ALL WELDS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH SECTIONS 6.5 AND 6.9 OF
WELDS AS SHOWN ON THE DRAWINGS. ALL WELDS SHALL BE PERFORMED USING E70XX SERIES LOW
4 OF THE AWSD1.1 "STRUCTURAL WELDING CODE-STEEL", AND HAVING CURRENT EXPERIENCE IN THE TYPE OF
WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES, IN ACCORDANCE WITH SECTION 5.
OTHER ROLLED SHAPES, PLATES, BARS..................................ASTM A36
TUBE (Fy 46 ksi) ..............................................................................ASTM A500 Gr. B
NEW STEEL SHALL BE MET WITH THE FOLLOWING REQUIREMENTS:4.
DOD-P-21035A OR SSPC-PAINT 20.
CONTENT WITH DRY FILM CONTAINING NO LESS THAN 95% ZINC-DUST BY WEIGHT, AND COMPLYING WITH THE
PAINT IN ACCORDANCE WITH A.S.T.M. A780. THE GALVANIZING REPAIR PAINT SHALL HAVE A HIGH ZINC-DUST
CONNECTIONS AND ABRADED AREAS SHALL BE CLEANED AND "TOUCHED UP" WITH GALVANIZING REPAIR
HOT-DIP PROCESS AND ACCORDING TO A.S.T.M. A123. WHEN APPLICABLE FIELD WELDS, BOLTED
ALL EXPOSED MISCELLANEOUS STEEL SHALL BE CLEANED AND GALVANIZED. APPLY ZINC COATING BY THE 3.
SOCIETY (AWS D1.1 AND AWS D1.3).
WELDING: CODE APPLICABLE EDITION OF THE STRUCTURAL WELDING CODE - STEEL, AMERICAN WELDING 2.
THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360.
STRUCTURAL STEEL SHALL CONFORM TO THE 2010 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" OF 1.
"2 12'-4"2
15'-7"2 15'-72'-9""2
15'-7"2 15'-7"2
12'-4
HSS 2 x 1 x 3/16 (HI)
HSS 2 x 1 x 3/16 (LOW)
HSS 2 x 1 x 3/16 (HI)
HSS 2 x 1 x 3/16 (LOW)
HSS 2 x 1 x 3/16 (HI)
HSS 2 x 1 x 3/16 (LOW)
HSS 2 x 1 x 3/16 (HI)
HSS 2 x 1 x 3/16 (LOW)
H S
S x x /1
H I)
H S
S x x /1
L O
W
H S
S x x /1
(H
I)
H S
S x x /1
(L
O W
ALL COLUMNS ARE HSS 3 x 3x 1/4
UNLESS NOTED OTHERWISE.
SEE PLAN SEE PLAN
OF TUBE; ALL LOCATIONS
TYPICAL 1/4" CAP PLATE WELDED TO TOP
ALL LOCATIONS.
EQUIVALENT. TYPICAL
EPOXY OR APPROVED
CRETE WITH HIT-HV 200
INTO THE FINISHED CON-
EMBEDDED FOUR INCHES
Ø. HILTI HAS ANCHORS
ENED W/ (4) 6" LONG x 1/2"
TOM OF TUBE AND FAST-
PLATE WELDED TO BOT-
7" x 7" x 3/8" THICK BASE
3/16
(OUTSIDE)
INSTRUCTIONS.
SCREWS PER MANUFACTURER'S INSTALLATION
TO HSS TUBES WITH SELF TAPPING TEK
NEW R-PANEL (24 GUAGE) FASTEN
C
C
C
C
C
C
C
C
C
C
C
C
C
C-504L. CASTILLO L. CASTILLO
ID
E W
A L
K D
E T
A
IL
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \C -5
S id e w a lk D e ta il s .d g n
:5
:0
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
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IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
C-504L. CASTILLO L. CASTILLO
S
ID
E W
A L
K D
E T
A
SCALE: 1 1/2" = 1'-0"
TYPICAL NEW CONCRETE SIDEWALK
SCALE: 1 1/2" = 1'-0"
TYPICAL LAP JOINT FOR CONCRETE WORK
SCALE: 1 1/2" = 1'-0"
TYPICAL CONTROL JOINT
SCALE: 1 1/2" = 1'-0"
TYPICAL EXPANSION JOINT
g ni eeringDi vi s io n
0'-5 3/4 "
6"
6"
SEE PLAN
16" O.C.E.W.
WITH NO. 3 BARS AT
4" THICK CONCRETE
GRADE, COMPACT 95% PROCTOR.
TYPICAL 6" COMPACTED BASE,
EDGE.
THICKEN
TYPICAL 6"
INTO EXISTING CONC.
AT 24" O.C. EXTEND 4" (MIN)
18" NO. 4 DOWEL BAR
APPLY JOINT SEALANT
TYPICAL EXISTING CONCRETE
OF SIDEWALK.
1/2" ABOVE EXISTING TOP
REF: CONC. DETAILS.
NEW CONC. WORK
AT 18" O.C.
NO. 3 "Z" BAR
EXISTING CONC.
TYPICAL 6" LAP UNDER
ACCORDING TO DRAWINGS.
1/4" WIDE TOOLED TRAVERSE JOINTS LOCATED
REF: CONC. DETAILS
TYPICAL CONCRETE
OF MAXIMUM DENSITY.
COMPACTED 95%
SUBGRADE MATERIAL
GRADE, COMPACT 95% PROCTOR.
TYPICAL 6" COMPACTED BASE,
REF: OTHER DETAILS
TYPICAL NEW CONCRETE SIDEWALK,
WARPING DURING FLOATING AND FINISHING.
AND SHALL BE HELD IN PLACE WITH STEEL PINS TO PREVENT
JOINT FILLER STRIPS, PLACED 1/4" BELOW SURFACE
EXPANSION JOINTS SHALL BE FORMED WITH 3/8"
VARIES
6"6"
C
C
C
C
C
C
C
D
G
J
L
3 4 5 6 7 8 9
A
C
F
G
H
K
L
3 4 5 6
7 8
3 4 5 6 7 8 9
C
A
F
G
K
H
L
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -1
P ro p o s e d F lo o r P la n I .d g n
:5
:0
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
A-101A. PELLOTA.PELLOT
SCALE: 3/16" = 1'-0"
PROPOSED FLOOR PLAN
P R
O P
O S
E D F
L O
O R P
L A
N I g ni eeringDi vi s io n
CORRIDOR
OFFICE
SHOWER
SHOWER
WOMEN
OFFICE
103A
OFFICE
OFFICE
141A
OFFICE
141D
SHOWER
141G
OFFICE
WOMEN
VESTIBULE
JANITOR
ROOM
MATERNITY
MEN
VESTIBULE
130A
VESTIBULE
VESTIBULE
130B
MEN
STATION
S1 WORKING
STATION
S2 WORKING
OFFICE
127C
STATION
S2 WORKING
STATION
S6 WORKING
STATION
S3 WORKING
STATION
S3 WORK
CORRIDOR
VESTIBULE
DUTY
STAFF
VESTIBULE
VAULT
COMMS
128A
OFFICE
STORAGE OR
OFFICE
102B
OFFICE
101B
OFFICE
102A
OFFICE
101A
OFFICE
103B
OFFICE
127B
OFFICE
127A
ROOM
CONFRENCE
OFFICE
OFFICE
OFFICE
OFFICE
141C
OFFICE
141B
LOBBY
STORAGE
141H
ROOM
CONFERENCE
OFFICE
ROOM
COMM
ROOM
CONFERENCE
COMMAND
RESTROOM
141E
RESTROOM
141F
CORRIDOR
CORRIDOR
141I
141H
141D
141C
141F
141E
141G
100B
130A
125124123122121
116 120
127A
127B
114113
111112
127C
103A103B
127D
102 101
101A
101B102B
102A
128B
128A
134A
141A
141B
140A
142143144145
100A
110A110
13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"
24'-0"24'-0"24'-0"
24'-0"
5'-4"
FEC
FEC
F E
C
FEC
FEC
FEC
FEC
FEC
F E
C
F E
C
15'-3" 8'-6"2'-8"
4'-3"1'-9"
7'-9"
13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"
24'-0"24'-0"24'-0"
24'-0"
MECHANICAL
4 4 4 44 4 5 5 5 5
555555
9 9
A6 A6
A6
C4
A6
D4 D4D4D4
A4
A4
A4
A4
A4 A4
B2
A4 A4
A4
A4 A4 A4 A4 A4 A4
B2 B2 B2 B2 B2 B2
A4 A4 A4 A4 A4 A4
A4
C4
A4
A4
A4A4
A4
C4
C4
A4
A4A4
A4
A4
A4
A4
A4A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
A4
B2 B2
B2
B2
B2
B2
B2
A4
A4
B2
B2
A4A4A4A4
B2B2B2B2
A4A4A4
A4
A4
B2B2B2B2B2B2
A4
A4
A4
A4
A4 A4
A4
A4
A4 A4 A4A4A4
B4
B4
B4
B1
A4A4
A4
B4
A4 A4
A4 A4
A4
A4
A4
B1
A4
A4
A4
A4A4
A4
A4
A4
A4
A4.1
A4
A4.1
A4
A6.1
A4.1A4.1
A4
A4.1
A4.1
A4.1
A4.1
A4
A4
A4
B1 B1
B1 B1
A4
A4
A4
A4
A4.1
A4.1
A4.1
A4.1
B1
B1B1
B1
B1
B1
B1
B1
B1
B1
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
5'-4"10'-9"8'-5"8'-5"6'-1"9'-3"24'-10"11'-5"11'-3"24'-10"
5'-8"
7'-6"
10'-2"9'-2"
4'-6"
10'-3"9'-0"
14'-6"16'-0"6'-5"24'-6"16'-8"10'-0"20'-1"6'-5"19'-0"
11'-3" 12'-9"
8'-4"15'-2"8'-7"8'-5"8'-5"8'-5"8'-2"20'-6"3'-3"3'-10"3'-5"3'-6"8'-10"1'-2"10'-8"
10'-0"
12'-8"10'-9"6'-7"
8'-6"
5'-6"5'-11"5'-5"
14'-4"5'-3"
5'-0"
5'-5"
OPEN TRUSS
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -1
P ro p o s e d F lo o r P la n I I.
d g n
:5
:0
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
A
E
D
G
J
1 2
SCALE: 3/16" = 1'-0"
MECHANICAL ROOM REFLECTED CEILING PLAN
SCALE: 3/16" = 1'-0"
MECHANICAL ROOM FLOOR PLAN
A
E
D
1 2
A-102
P R
O P
O S
E D F
L O
O R P
L A
N I I g ni eeringDi vi s io n
9'-8" 9'-8"
12'-2" TO COLUMN ROW 3
F O
R C
O N
T
IN
U A
T
IO
N S
E E D
W G A -1
12'-2" TO COLUMN ROW 3
F O
R C
O N
T
IN
U A
T
IO
N S
E E D
W G A -1
110A
A. PELLOT A. PELLOT
MECHANICAL
MECHANICAL YARD
A
A
A
ACOUSTIBUILT SYSTEM CLOUD WITH AXIOM TRIM.
CLASSIC EDGE CEILING TO WALL ACT GYP.
CORRIDOR LIGHTS WILL HAVE 6'-0" TYPICAL SPACE CENTER TO CENTER.6.
MAT" ON THE RESTROOMS CEILINGS.
USE A MOLD AND MILDEW RESISTANCE CEILING PANEL SUCH AS "GLASS- 5.
MAT" ON THE EXTERIOR CEILINGS.
USE A MOLD AND MILDEW RESISTANCE CEILING PANEL SUCH AS "GLASS- 4.
TRIM AND OTHER CLOUDS OF 1'-0".
LEAVE A GAP BETWEEN THE ACOUSTIBUILT SYSTEM CLOUD WITH AXIOM 3.
CLOUD WITH AXIOM TRIM OF 1'-0".
LEAVE A GAP BETWEEN THE WALL AND THE ACOUSTIBUILT SYSTEM 2.
REFER TO SHEET A-501 FOR CEILING DETAILS.1.
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -1
R e fl e c te d C e il in g P la n .d g n
:5
:0
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
3 4 5 6 7 8 9
C
A
F
G
K
H
L
L
J
G
D
A
3 4 5 6 7 8 9
C
A
F
G
K
H
L
A-103A. PELLOTA.PELLOT
SCALE: 3/16" = 1'-0"
PROPOSED REFLECTED CEILING PLAN
A
A
KEY NOTES:
NOTES:
R E
F L E
C T
E D C
E
IL
IN
G P
L A
N
N
A.F.F. 9'-0" A.F.F. 9'-0"
A.F.F. 9'-0"A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0"
A.F.F. 9'-0" A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0" A.F.F. 9'-0"
A.F.F. 9'-0" A.F.F. 9'-0"
A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0" A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0" A.F.F. 9'-0"
A.F.F. 9'-0"A.F.F. 9'-0"
A.F.F. 9'-0" A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0"
A.F.F. 9'-0" A.F.F. 9'-0"
A.F.F. 10'-0"
A.F.F. 10'-0" A.F.F. 10'-0"
A.F.F. 12'-0" A.F.F. 15'-0"
A.F.F. 15'-0"
OPEN TRUSS
A.F.F. 12'-0"
A.F.F. 12'-0" A.F.F. 12'-0"
A.F.F. 12'-0"A.F.F. 12'-0"
A.F.F. 12'-0"
A.F.F. 12'-0" A.F.F. 12'-0"
A.F.F. 12'-0"
A.F.F. 11'-0"
A.F.F. 11'-0"
A.F.F. 11'-0"
OPEN TRUSS
OPEN TRUSS
g ni eeringDi vi s io n
13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"
24'-0"24'-0"24'-0"
13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"
24'-0"24'-0"24'-0"
24'-0"
CORRIDOR
STORAGE
141H
CORRIDOR
STATION
S3 WORKING
OFFICE
102B
OFFICE
103B
OFFICE
103A
OFFICE
102A
OFFICE
101A
OFFICE
101B
STATION
S3 WORK
STATION
S6 WORKING
CORRIDOR
JANITOR
ROOM
MATERNITY
VESTIBULE
MEN
WOMEN
SHOWER
SHOWER
ROOM
CONFRENCE
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
ROOM
COMM
MECHANICAL
MEN
WOMEN
VESTIBULE
130B
VESTIBULE
VESTIBULE
130A
SHOWER
141G
RESTROOM
141F
RESTROOM
141E
OFFICE
141D
OFFICE
141C
OFFICE
141B
OFFICE
141A
LOBBY
CORRIDOR
STATION
S2 WORKING
OFFICE
127C
OFFICE
127B
OFFICE
127A
STATION
S1 WORKING
ROOM
CONFERENCE
COMMAND
VESTIBULE
OFFICE
OFFICE
ROOM
CONFERENCE
VESTIBULE
DUTY
STAFF
VAULT
COMMS
128A
OFFICE
STORAGE OR
STATION
S2 WORKING
2'-0"
5'-5" 2'-0"
A-104L. CASTILLO L. CASTILLO
SCALE: 3/4" = 1'-0"
EXISTING WALL SECTION - DEMOLITION
SCALE: 3/4" = 1'-0"
PROPOSED WALL SECTION
R O
O F P
L
SECTION ELEVATION
SCALE: 1-1/2" = 1'-0"
TYPICAL NEW COLUMN DOWNSPOUT NOZZLE
SCALE: 1" = 10'-0"
ROOF PLAN
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -1
R o o f P la n .d g n
:5
:1
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
N
E n g ni eeringDi vi s io n
REMOVE AND DISPOSE EXISTING SYSTEM.
REMOVE AND REPLACE EXISTING ROOF DRAIN AS SPECIFIED.
REMOVE AND DISPOSE EXISITNG ROOF VENTS.
INSTALL NEW PIPE FLASHING AS SPECIFIED.
REMOVE AND DISPOSE EXISITING PIPE FLASHING;
EXISTING CONCRETE DECK TO REMAIN.
REMOVE AND REPLACE WITH NEW PIPE HANGER.
TYPICAL EXISTING PIPE SUPPORTS TO REMAIN;
LOCAL CODE REQUIREMENTS AND/OR PROJECT SPECIFICATIONS.
SHOULD BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH
ALL CARPENTRY, METAL WORK, OR MASONRY CONSTRUCTION
AS SPECIFIED.
CONNECT NEW 4" PVC SCH. 40 DRAIN PIPE AND FITTING AS SHOWN
AS SPECIFIED; SECURE PIPE TO EXISTING STRUCTURE AS SPECIFIED.
PLACE NEW 4" PVC SCH. 40 DRAIN PIPE AND FITTINGS AS SHOWN
INSTALL NEW BRICK AND MORTAR AS SPECIFIED. INSTALL NEW BRICK WITH NEW TIES AS SPECIFIED.
SAWCUT, REMOVE, AND DISPOSE EXISTING BRICK MASONRY.
EXISTING MASONRY WALL TO REMIAN.
APPLY DAMP PROOFING TO INSIDE MASONRY WALL AS SPECIFIED.
NEW BUILT UP ROOF SYSTEM AS SPECIFIED.
INSTALL NEW DOWNSPOUT NOZZLE; WITH BIRD SCREEN.
APPLY SEALANT COMPLETLEY AROUND PIPE PENETRATION THROUGH BRICK MASONRY.
DEMOLITION NOTES: CONSTRUCTION NOTES:
TO A LOCATION TO BE DETERMINED AT A LATER DATE.
RELOCATE ALL SOLAR PANELS IN THEIR ENTIRETY
CONTRACTOR SHALL REMOVE, PRESERVE, AND
SOLAR PANELS
SOLAR PANELS
V A
R
IE
V
R
IE
SUSPENDED CEILING SUSPENDED CEILING
SLOPE SLOPE
REF: A-505/5
REF: A-104/4
FFE FFE
24"
12"12"
(V E
R
IF
Y
2 8
1 1
2 2 2
2 2
2 22
6 6
15 15
11 16
10 12
A
A
A
A
A
A
A
9 8 7 6 5 4 3 2 1
1 2 3 4 5 6 7 8 9
A D E G J LL K H G F B A
SCALE: 1/8" = 1'-0"
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
SOUTH ELEVATION
SCALE: 1/8" = 1'-0"
WEST ELEVATION
SCALE: 1/8" = 1'-0"
EAST ELEVATION
120'-1"
F.F.E.
100'-0"
108'-5"
F.F.E.
113'-5"
T.O.C.
100'-0"
108'-9"
109'-0"
120'-1"
F.F.E.
108'-10"
112'-8"
120'-2"
T.O.D.
100'-0"
107'-0"
T.O.M.C.
B.O.M.C.
F.F.E.
112'-8"
120'-2"
108'-5"
100'-0"
113'-5"
102'-9"
T.O.W.
HIGH ROOF
T.O.W.
HIGH ROOF
HIGH ROOFHIGH ROOF
T.O.W.
LOW ROOF
LOW ROOF
LOW ROOF
T.O.P.W.
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -2
E x te ri o r
E le v a ti o n s .d g n
:5
:1
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
E X
T E
R
IO
R E
L E
V A
T
IO
N
A-201A. PELLOT A. PELLOT
g ni eeringDi vi s io n
BRICK VENEER.
NEW FLASHING.
SPLASH GUARD.
BID OPTION.
SANDBLASTS HANDRAILS.
9'-8"12'-2"24'-0"24'-0"24'-0"24'-0"24'-0"13'-6"
13'-6"24'-0"24'-0"24'-0"24'-0"24'-0"12'-2"9'-8"
22'-11"19'-2"15'-6"5'-8"20'-11"16'-7"13'-0"12'-6"12'-6"13'-0"16'-7"
36TH ENGINEER BRIGADE
HEADQUARTERS
ABBREVIATIONS:
LEGEND:
INDICATES AREA TO INSTALL BRICK VENEER.
KEY NOTES:
GROUND ELEVATION.G.E.
FINISH FLOOR ELEVATION.F.F.E.
TOP OF DOOR.T.O.D.
BOTTOM OF METAL CANOPY.B.O.M.C.
TOP OF METAL CANOPY.T.O.M.C.
TOP OF CEILING.T.O.C.
TOP OF WALL.T.O.W.
BOTTOM OF PARAPET.B.O.P.
NOTES:
HANDRAILS BLACK IN COLOR.
SANDBLAST HANDRAILS WHERE INDICATED. PAINTED ALL 7.
SANDBLAST AND REPAINT ALL LOUVERS BLACK IN COLOR.6.
INSTALL METAL FLASHING IN TOP OF PATIO WALL.5.
INSTALL NEW SPLASH GUARDS ON DOWNSPOUT EXITS.4.
INSTALL FLASHING ON ROOF PARAPET PERIMETER. BLACK IN COLOR. 3.
REBUILD PARAPET TO INSTALL METAL FLASHING AND NEW ROOF MEMBRANE.2.
REINSTALL PARAPET BRICKS ON THE FACADE WHERE INDICATED.1.
6 7 7 6
5 5 5 5 5 5 11
8 12
9 9
5 5 5 511
4 4 44
4 4
140130 110 160
9 9
3 3
5 5
A
A
A
A
A
A
A
A
A
A D E G J L
9 8 7 6 5 4 3
76 6 7
F.F.E.
100'-0"
107'-2"
F.F.E.
100'-0"
T.O.D.
109'-0"
110'-0"
T.O.H.L.
107'-2"
T.O.D.
109'-0"
110'-0"
T.O.H.L.
112'-0"
T.O.A.C.
112'-0"
T.O.A.C.
F.F.E.
100'-0"
107'-2"
T.O.D.
109'-0"
110'-0"
T.O.H.L.
F.F.E.
100'-0"
110'-0"
T.O.H.L.
107'-2"
T.O.D.
F.F.E.
100'-0"
112'-0"
T.O.A.C.
108'-6"
T.O.B.S.
112'-0"
CEILING
VAULT
CEILING
CEILINGCEILING
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -3
P ro p o s e d S e c ti o n s .d g n
:5
:1
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
A-301A. PELLOTA.PELLOT
P R
O P
O S
E D S
E C
T
IO
SCALE: 1/8" = 1'-0"
PROPOSED SECTION
SCALE: 1/8" = 1'-0"
PROPOSED SECTION
SCALE: 1/8" = 1'-0"
VAULT SECTION
SCALE: 1/8" = 1'-0"
ENTRANCE ELEVATION
SCALE: 1/8" = 1'-0"
CONFERENCE ELEVATION
g ni eeringDi vi s io n
OFF- FORM CONCRETE FINISHES.
KEY NOTES ARE CONSECUTIVELY NUMBERED.
22'-11"19'-2"15'-6"5'-8"20'-11"
24'-0"24'-0"24'-0"24'-0"24'-0"13'-6"
24'-0"
36TH ENGINEER BRIGADE
HEADQUARTERS
36TH ENGINEER BRIGADE
HEADQUARTERS
FORT HOOD, TEXAS
KEY NOTES:
ABBREVIATIONS:
FINISH FLOOR ELEVATION.F.F.E.
BOTTOM OF VAULT CEILING. B.O.V.C.
TOP OF BRIGADE SING.T.O.B.S.
TOP OF DOOR.T.O.D.
TOP OF CEILING.T.O.C.
TOP OF HARD LID CEILING.T.O.H.L.
TOP OF ACOUSTIC CEILING.T.O.A.C.
NOTES:
OF THE LINER SPACED 12" C-C.
LINERS ARE ATTACHED TO THE FORM USING TEK SCREWS TROUGH THE FACE 2.
PLANK P# 1250.
RUBBER FORMLINER SUCH AS SPECS FORMLINER INC. 6" ROUGH SAWN
TEXTURED OFF- FORM CONCRETE FINISHES ACHIEVED BY USING A SILICONE 1.
141D 141F 100B 126 127 115
134A 134
146100B
146 143
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
SHOWER ROOM 115 AND 116 SHALL BE ADA COMPLIANT.4.
ALL EQUIPMENT CALLED OUT SHALL BE INSTALLED PER THE MANUFACTURERS RECOMMENDATIONS.3.
EQUIPMENT THAT ACCEPTS REFILLS SHALL HAVE AN EQUIVALENT PRODUCT THAT HAS COMPATIBLE REFILLS.2.
EQUIPMENT CALLED OUT ARE FOR DESIGN PURPOSES ONLY, ANY EQUIVALENT PRODUCT IS ACCEPTABLE.1.
CROSSVILLE GB06 "ANGEL FISH/SOUTH SEA/GLACIER" 12" X 12"ACCENT TILE (AT) -
CROSSVILLE WT13 "LUCKY THIRTEEN" 4" X 8"COVEBASE (CB) -
CROSSVILLE WT06 "SIXTH SENSE" 4"X 8"FIELD TILE (FT) -
TILE PATTERN ARE TYPICAL AS SHOWN ON DETAIL 3 "D" BELOW TILE COLORS ARE AS FOLLOWS:1.
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -4
R e s tr o o m s E n la rg e m e n t I.
d g n
:5
:2
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
LL
F.F.E.
100'-0"
T.O.T.
106'-0"
B.O.H.L.
108'-0"
B.O.C.
109'-0"
F.F.E.
100'-0"
T.O.T.
106'-0"
B.O.H.L.
108'-0"
B.O.C.
109'-0"
F.F.E.
100'-0"
T.O.T.
106'-0"
B.O.C.
109'-0"
F.F.E.
100'-0"
T.O.T.
106'-0"
B.O.C.
109'-0"
F.F.E.
100'-0"
T.O.T.
106'-0"
B.O.C.
109'-0"
F.F.E.
100'-0"
T.O.T.
106'-0"
B.O.C.
109'-0"
A
A
A
A
A
A
BC
A
A
A
A
A
A
B
C
D
A
A
A
B
C
D
A
A
A
A
A
A
B
K K
C L C L
C L C L
C L C L
CL
CL
CL CL
CLCL
CL
CL
C L C L
CLCL
CLCL
CL
C L
CL
C L
CL
CL CL
C L
C L
A. PELLOTA.PELLOT A-401
SCALE: 3/8" = 1'-0"
113-116 RESTROOMS/ SHOWERS FLOOR PLAN
A
A
SCALE: 1/4" = 1'-0"
114 WOMEN RESTROOM INTERIOR ELEVATION
A
A
SCALE: 1/4" = 1'-0"
113 MEN RESTROOM INTERIOR ELEVATION
A
A
SCALE: 1/4" = 1'-0"
115 SHOWER INTERIOR ELEVATION
A
A
SCALE: 1/4" = 1'-0"
141E SHOWER INTERIOR ELEVATION
A
A
SCALE: 1/4" = 1'-0"
141F SHOWER INTERIOR ELEVATION
A
A
SCALE: 1/4" = 1'-0"
141G SHOWER INTERIOR ELEVATION
A
A
SCALE: 3/8" = 1'-0"
141E, F & G RESTROOMS FLOOR PLAN
A
A
BA C
A
BA C D
BA
A
A
NOTES:
GENERAL NOTES:
R E
S T
R O
O M
S E
N L
A R
G E
M E
N T
N N g ni eeringDi vi s io n
SIM.
OH.
SHOWER
SHOWER
WOMEN
MEN
SHOWER
141G
RESTROOM
141E
RESTROOM
141F
7" 7"
5'-4"
11" 2'-4" 1'-0"
11" 11"
1'-7"1'-7"
11"
7"
7"
2'-4"
3'-0"3'-0"
8"
1'-9" 1'-9"
1'-9"
A01
A02
A17
A05
A05
A09
A01
A02
A16
A09 A01
A02
A18
A01
A02
A19
A12
A13
A19
A14
A19
A01
A04
A03
A01
A19
A02
A20
A02
A16
A03
A04
A10
A16
A10
A23
A16
A11
A11
A10
A20
FT
FT
CB
AT
A02
A01
A02
A21 A21
A04
A03
A04
A03
A05
A05
A08
A21
A21
A02
A01
A15
A04
A03
A04
A03
A01
A20
A02
A10 A10
A02
A20
A01
A10
A10
A21
A02
A01
A20
A02
A01
A03
A04
A04
A03
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -4
R e s tr o o m s E n la rg e m e n t
II
.d g n
:5
:2
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
F.F.E.
100'-0"
T.O.T.
106'-0"
B.O.H.L.
108'-0"
B.O.C.
109'-0"
F.F.E.
100'-0"
T.O.T.
106'-0"
B.O.H.L.
108'-0"
B.O.C.
109'-0"
A
A
B
A
A
A
A
A. PELLOTA.PELLOT A-402
SCALE: 1/4" = 1'-0"
132 MEN RESTROOM INTERIOR ELEVATION
A
A
SCALE: 1/4" = 1'-0"
133 WOMEN RESTROOM INTERIOR ELEVATION
A
A
SCALE: 1/2" = 1'-0"
132-133 RESTROOMS FLOOR PLAN
A
A
R E
S T
R O
O M
S E
N L
A R
G E
M E
N T I g ni eeringDi vi s io n
A04
A03
A02 A01
A17
A17
2'-0" 1'-0"
A02 A02
A01
A01
A02
A04
A03A05
A05
A09AT
FT
FT
CB
A02
A01
A08
A02
A05 A05 A04
A04
A03A03
A06
A07
A04
A06
A07
A03
A22 A21
A22 A21
A22 A21
A01
A02
WOMEN
MEN
FINISHES AS SCHEDULED.
AT TYPICAL DETAILS ON THIS SHEET, ALL CEILING, WALL BASE AND WALL 13.
OTHERWISE.
OF PLASTER AND GYPSUM BOARD SURFACES, UNLESS NOTED
PROVIDE IMPACT RESISTANT CORNER BEADS AT ALL OUTSIDE CORNERS 12.
MEETS ANY OTHER MATERIAL, UNLESS NOTED OTHERWISE.
PLASTER AND GYPSUM BOARD SURFACES WHERE IT TERMINATES OR
PROVIDE IMPACT RESISTANT TRIM OR CASING AT ALL EDGES OF 11.
AND DECKS AT ALL STC RATED PARTITIONS.
PROVIDE ACOUSTICAL SEALANT AT ALL WALL TERMINATIONS TO SLABS 10.
ACCOMODATING 1" OF DEFLECTION.
FOR STEEL STUD PARTITIONS TO DECK, PROVIDE DEFLECTION TRACKS 9.
GREATER.
OR OTHER ACCEPTABLE TESTING AGENCY FOR STC RATING OF 45 OR
ACCORDANCE WITH SYSTEMS TESTED BY UL, GYPSUM ASSOCIATION,
WALLS DESIGNATED AS STC-RATED SHALL BE CONSTRUCTED IN 8.
45 OR GREATER SHALL BE WRAPPED WITH ACOUSTIC BACKER PADS.
ALL OUTLET OR DEVICE BOXES IN ACOUSTICAL WALLS WITH AN STC OF 7.
INSTALLATION.
ASSEMBLIES. SUBMIT CUTSHEETS FOR APPROVAL PRIOR TO
ALL RATED WALL PENETRATIONS WITH UL APPROVED MATERIALS AND
PROVIDE PENETRATION FIRESTOPPING AND JOINT FIRESTOPPING AT 6.
PREVENT SOUND TRANSMISSION.
REQUIRED STC CRITERIA. TREAT ALL INTERSECTIONS TERMINATIONS TO
ALL PENETRATIONS IN WALLS SHALL BE SEALED TO MAINTAIN THE 5.
GRAB BARS, HANDRAILS, WOOD TRIM, AND WALL MOUNTED FIXTURES.
PROVIDE WOOD BLOCKING BEHIND ALL TOILETS ROOM ACCESSORIES, 4.
EQUIPMENT AND CASEWORK.
SEE PLANS FOR PLACEMENT OF WALL MOUNTED/SUPPORTED
PROVIDE BLOCKING FOR ALL EQUIPMENT AND CASEWORK SUPPORT. 3.
CORNER UNLESS OTHERWISE NOTED.
PARTITION TYPES DESIGNATED ON PLANS SHALL RUN FROM CORNER TO 2.
REFER TO FLOOR PLANS FOR PARTITION TYPE LOCATIONS.1.
RECIEVE TILE, RESTROOMS, ETC.
RUNNING WATER, WALLS SCHEDULE TO CEMENT BOARD
WALLS EXPOSED DIRECTLY TO 5/8" FIBER
BELOW OR DETAILED OTHERWISE.BOARD
ALL LOCATIONS UNLESS NOTED5/8" GYPSUM
SHEET NUMBER
TEXAS
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -5
W a ll T y p e s .d g n
:5
:2
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
3 5/8"
3 5/8"
4 7/8"
16"
N/A
N/A
NO
NO
YES
SYMBOL
PARTITION IDENTIFICATION PLAN
STUD SIZE
INSULATION THICKNESS
STUD SPACING (O.C.)*
BASIC PARTITION THICKNESS
STUDS TO 6" ABOVE CEILING
GYP. BD. TO STRUCTURE
TO STRUCTURE ABOVE
ACOUSTICAL RATING (STC)
FIRE RATING (HRS)
*- SEE PLANS FOR PARTITION THICKNESS.3.
EXTEND ALL STC RATED WALLS STRUCTURE TO STRUCTURE.2.
EXTEND ALL FIRE RATED WALLS STRUCTURE TO STRUCTURE.1.
NOTES:
EXTEND ALL STC RATED WALLS STRUCTURE TO STRUCTURE.2.
EXTEND ALL FIRE RATED WALLS STRUCTURE TO STRUCTURE.1.
NOTES:
GYPSUM BOARD CHASE WALL
PARTITION SYSTEM:
GYPSUM FURRING PARTITION
PARTITION SYSTEM:
SYMBOL
PARTITION IDENTIFICATION PLAN
STUD SIZE
INSULATION THICKNESS
STUD SPACING (O.C.)*
BASIC PARTITION THICKNESS
STUDS TO 6" ABOVE CEILING
GYP. BD. TO STRUCTURE
TO STRUCTURE ABOVE
ACOUSTICAL RATING (STC)
FIRE RATING (HRS)
3 5/8"
3 5/8"
16"
N/A
N/A
NO
NO
YES
SYMBOL
PARTITION IDENTIFICATION PLAN
STUD SIZE
INSULATION THICKNESS
STUD SPACING (O.C.)*
BASIC PARTITION THICKNESS
STUDS TO 6" ABOVE CEILING
GYP. BD. TO STRUCTURE
TO STRUCTURE ABOVE
ACOUSTICAL RATING (STC)
FIRE RATING (HRS)
EXTEND ALL STC RATED WALLS STRUCTURE TO STRUCTURE.2.
EXTEND ALL FIRE RATED WALLS STRUCTURE TO STRUCTURE.1.
NOTES:
GYPSUM WALL BOARD PARTITION
PARTITION SYSTEM:
*- SEE PLANS FOR PARTITION THICKNESS.3.
EXTEND ALL STC RATED WALLS STRUCTURE TO STRUCTURE.2.
EXTEND ALL FIRE RATED WALLS STRUCTURE TO STRUCTURE.1.
NOTES:
GYPSUM BOARD CHASE WALL
PARTITION SYSTEM:
3 5/8"
3 5/8"
16"
N/A
N/A
NO
NO
YES
SYMBOL
PARTITION IDENTIFICATION PLAN
STUD SIZE
INSULATION THICKNESS
STUD SPACING (O.C.)*
BASIC PARTITION THICKNESS
STUDS TO 6" ABOVE CEILING
GYP. BD. TO STRUCTURE
TO STRUCTURE ABOVE
ACOUSTICAL RATING (STC)
FIRE RATING (HRS)
A-501
FIRE RATING OR OTHER MODIFIER
NOMINAL SUTD/PARTITION THICKNESS
PARTITION TYPE
GENERAL NOTES:
GYPSUM BOARD SCHEDULE
INTERIOR PARTITION NAMING CONVENTION
A. PELLOT J. HERNANDEZ
3 5/8"
3 5/8"
4 7/8"
16"
N/A
N/A
YES
YES
NO
6"
6"
7 1/4"
16"
N/A
N/A
NO
NO
YES
6"
6"
7 1/4"
16"
N/A
N/A
YES
YES
NO
7/8"
N/A
1 1/2"
16"
N/A
N/A
NO
NO
YES
2 1/2"
N/A
3 1/8"
16"
N/A
N/A
NO
NO
YES
W A
L L T
Y P g ni eeringDi vi s io n
FIRESTOPPING
JOINT SEALANT/
SEE PLANS
GYPSUM BOARD
FIRESTOPPING
JOINT SEALANT/
JOINT SEALANT
TYPICAL WALL DETAIL
JOINT SEALANT
TYPICAL WALL DETAIL
GYPSUM BOARD
FIRESTOPPING
JOINT SEALANT/
JOINT SEALANT
TYPICAL WALL DETAIL
GYPSUM BOARD
OBJECT BEING FURRED
JOINT SEALANT
TYPICAL WALL DETAIL
GYPSUM BOARD
OBJECT BEING FURRED
FIRESTOPPING
JOINT SEALANT/
SEE PLANS
CEILING
STRUCTURE
EXISTING
CEILING
STRUCTURE
EXISTING
A4.1
BA
TYPICAL WALL DETAIL
C D
IF REQUIRED
ACOUSTIC SEALANT
5/8" GAP
16" O.C.
TO CONCRETE SLAB
ANCHOR METAL TRACK
WALL BASE
TYPICAL STUD 6" ABOVE CEILING DETAIL TYPICAL STUD TO STRUCTURE DETAIL
A4 A4.1 A6 A6.1 B1 B2
C4 D4
DPW
FORT HOOD
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
N
IC
A L E
X H
IB
IT
A
/2
/2
G E
N G
S
V C \P ro j\
A D
P C o n v e rt B ld g
\4 .0 D ra w in g s \A -5
F ra m in g D e ta il s .d g n
:5
:3
O J E
C T N
U M
B E
R
C O
N T
R A
C T N
U M
B E
R
P R
O J E
C T T
IT
L E
BRANCH CHIEF
B L
D G N
U M
B E
R
FT. HOOD, TEXAS 76544
ENGINEER DR.
BLDG 4612
S H
E E
T D
E S
C R
IP
T
IO
N
L. CASTILLO F. LAMAS
-D
E C -2
A D
P
C O
N V
E R
T B
U
IL
D
IN
G
A R
C H
IT
E C
T U
R A
L T
IT
L E B
L O
C K S
IZ
E D x
[T
IT
L E B
L O
C K R
E V
IS
IO
N
R E
V
IS
IO
N D
A T
E /2
/2
FOR BIDDING PURPOSES ONLY - NOT FOR CONTRUCTION
A-502
F R
A M
IN
G D
E T
A
IL
S
A. PELLOT A. PELLOT
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
SCALE: NTS
DETAIL
g ni eeringDi vi s io n
VENEER WALL
EXISTING CMU/BRK
EXTERIOR
INTERIOR
INSU
1" MINERAL FIBER
WPB INTERIOR
5/8" GYP BD
16" O.C.
3 5/8" MTL STUD @
SLAB
EDGE OF EXISTING
SCREEN SYSTEM
FIBER CEMENT RAIN
O.C. HORZ & 24" O.C VERT
MINERAL WOOL INSU @ 24"
2 - 2" GALV MTL "Z" W/ 2 - 2"
WOOL INSULATION
O.C. W/ 4" MINERAL
6" MTL STUD @ 16"
INSULATION
4" MINERAL WOOL
FLASHING
VERT GALV MTL
BARRIOR
WATER PROOF
SHEATHING
REINFORCED EXTERIOR
5/8" FIBERGLASS
AIR GAP
/8
/8
0'-7"0'-6"
WOOL INSULATION
O.C. W/ 4" MINERAL
6" MTL STUD @ 16"
5/8" GYP BD
SCREEN SYSTEM
FIBER CEMENT RAIN
SHEATHING
REINFORCED EXTERIOR
5/8" FIBERGLASS
O.C. HORZ & 24" O.C VERT
MINERAL WOOL INSU @ 24"
2 - 2" GALV MTL "Z" W/ 2 - 2"
SLAB
EDGE OF EXISTING
AIR GAP
BARRIOR
WATER PROOF
EXISTING STL COL
EXISTING STL COL
5/8" GYP BD
2 1/2" MTL STUD
/8
/8
0'-1" 0'-3 5/8 "
0'- 5/8 "
/2
SCREEN SYSTEM
FIBER CEMENT RAIN
SHEATHING
REINFORCED EXTERIOR
5/8" FIBERGLASS
O.C. HORZ & 24" O.C VERT
MINERAL WOOL INSU @ 24"
2 - 2" GALV MTL "Z" W/ 2 - 2"
AIR GAP
BARRIOR
WATER PROOF
SLAB
EDGE OF EXISTING
5/8" GYP BD
WOOL INSU
6" MTL STUD W/4" MINERAL
INSULATION
SOUND ATTENTUATION
1" MINERAL WOOL INSULATION
5/8" GYP BD
INSULATION
3 5/8" MTL STUD W/ MINERAL WOOL
WPB INTERIOR
VENEER WALL
EXISTING CMU/BRK
EXISTING STL COL
EXISTING STL COL
SLAB
EDGE OF EXISTING
INSULATION
SOUND ATTENTUATION
SCREEN SYSTEM
FIBER CEMENT RAIN
O.C. HORZ & 24" O.C VERT
MINERAL WOOL INSU @ 24"
2 - 2" GALV MTL "Z" W/ 2 - 2"
AIR GAP
SHEATHING
REINFORCED EXTERIOR
5/8" FIBERGLASS
BARRIOR
WATER PROOF
WOOL INSU
6" MTL STUD W/4" MINERAL
16" O.C.
3 5/8" MTL STUD @
FLASHING
VERT GALV MTL
WOOL INSU
6" MTL STUD W/4" MINERAL
16" O.C.
3 5/8" MTL STUD @
SLAB
EDGE OF EXISTING
SCREEN SYSTEM
FIBER CEMENT RAIN
AIR GAP
O.C. HORZ & 24" O.C VERT
MINERAL WOOL INSU @ 24"
2 - 2" GALV MTL "Z" W/ 2 - 2"
FLASHING
VERT GALV MTL
BARRIOR
WATER PROOF
VENEER WALL
EXISTING CMU/BRK
VENEER WALL
EXISTING CMU/BRK
SLAB
EDGE OF EXISTING
SCREEN SYSTEM
FIBER CEMENT RAIN
AIR GAP
O.C. HORZ & 24" O.C VERT
MINERAL WOOL INSU @ 24"
2 - 2" GALV MTL "Z" W/ 2 - 2"
FLASHING
VERT GALV MTL
BARRIOR
WATER PROOF
WOOL INSU
6" MTL STUD W/4" MINERAL
16" O.C.
3 5/8" MTL STUD @
WOOL INSU
6" MTL STUD W/4" MINERAL
VENEER WALL
EXISTING CMU/BRK
O.C. HORZ & 24" O.C VERT
MINERAL WOOL INSU @ 24"
2 - 2" GALV MTL "Z" W/ 2 - 2"
AIR GAP
SCREEN SYSTEM
FIBER CEMENT RAIN
SLAB
EDGE OF EXISTING
WOOL INSU
6" MTL STUD W/4" MINERAL
16" O.C.
3 5/8" MTL STUD @
FLASHING
VERT GALV MTL
BARRIOR
WATER PROOF
1'-1"
0'-1" 0'-3 5/8 "
0'-7" 0'-6"
VENEER WALL
EXISTING CMU/BRK
4X4X1/4 TS
4X4X1/4 TS
4X4X1/4 TS
W16X67
W16X67
W16X67
4X4X1/4 TS
W16X67
0'-5"
0'-5"
FLASHING
VERT GALV MTL
EXISTING MASORNRY
TYPICAL WHERE RAIN SCREEN MEETS
MEMEBRANE
WITH SELF ADHEARED FLASHING
MECHANICLY FASTEN AND BACK FLASH
FLASHING
VERT GALV MTL
BARRIOR
WATER PROOF
REF DETAIL 12/305
VERT GALV MTL FLASHING
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