2008 B56471 AsBuilts Compiled.pdf
PDF 1 MB Posted
- Attached to
- Repair B56471 Classroom Re-purpose Federal contract opportunity
- Solicitation number
- W9126G21B4574
About this file
This solicitation is for construction services to renovate and repurpose an existing dining facility building into a general use classroom at Fort Hood, Texas. The contractor shall demolish and remove existing interior walls and fixtures, install new walls, doors, windows, flooring, ceilings, plumbing fixtures, HVAC equipment, and electrical systems as detailed in the architectural, structural, mechanical, and electrical drawings provided. The work must be completed by [date redacted] according to standard construction specifications. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Fort Worth.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Repair B56471_Bid Abstract_FY21.pdf | ||
| am_03.pdf | ||
| am_02.pdf | ||
| Bldg. 56471 Site Visit Roster.pdf | ||
| am_01.pdf | ||
| FY21 490407 HOOD DFAC BLDG 56471 RTA DRAWING SUBMITTAL.pdf | ||
| 1978 B56471 AsBuilts Compiled.pdf | ||
| 2011 B56471 AsBuilts Compiled.pdf | ||
| 2014 B56471 AsBuilts Compiled.pdf | ||
| W9126G21B4574.pdf | ||
| 2009 B56471 AsBuilts Compiled.pdf |
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Text version
REVISIONS
TASK ORDER NO.: 0127
SHEET
NUMBER
DRAWING INDEX
DATE
DESCRIPTION
30139 STATE ROUTE 3
315-775-9926
BLACK RIVER, NEW YORK 13612
TITLE SHEET AND DRAWING INDEXG-001
T
IT
L E
S H
E E
T
A N
D D
R A
W
IN
G I
N D
E X
CONTRACT NO.: W91151-06-D-0003
CADENCE CONTRACT SERVICES, LLC.
CONSTRUCT LATRINES @ NFH
C-101 SITE MODIFICATION PLAN
S-101 FOUNDATION PLAN
S-301 FOUNDATION SECTIONS
G-001
-G
-0
M-101 MECHANICAL PLAN
E-101 ELECTRICAL AND LIGHTING PLAN
JOC PROJECT NO.: NH000145P
BUILDING 56471
P-101 PLUMBING PLAN
A S
S H
O W
N
A-101 ARCHITECTURAL PLAN
A-501 ARCHITECTURAL ELEVATIONS
A-502 ARCHITECTURAL ELEVATIONS
A-102 DOOR SCHEDULE
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n o
D ra w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F
A X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F I n a l
A s b u il ts
SU
B
STA
TIO
N
R A
N G
E H
O U
SE
ELEC
TR
IC
56466
56470
56419
56482
56480
56481
56412
56474
56472
56418
56460
56462
56464
56471
56439 56440
56438
56437
56451
56444
56454
56450
56452
56442
56446
56441
56447
56455
56465
56456
56461
56467
56453
56463
56457
STO
RA
G E
M
AIN
T.FA
C
IL
IT
Y1
-C O
. A D
M
IN
/S U
P P L
Y
M
E S S (2
P
N
E N
L
IS
T E D
B A
R R
A C
K S
SH
O
P
B T
NH
Q
S T O
R A
G E
56435
564565645456452 5645056446
5644456442
56447
56451
56453
56455
56457 56460
56461
56463
56465
56467
56471
56418
56437
56439
56441
WINDSOCK
56462
56464
56466
56472
56474
56481
56480
56482
56419
56412
276-300
T-56412 276-300
NO PED
T-56318 386-395
276-300
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T-B15 876-890
T E X
A S H
IG
H
W A
Y
12T H
S T
R E
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13T H
S T
R E
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12T H
S T
R E
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C E
N T
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H
EA
D Q
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A V
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A V
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A V
E
H E A
D Q
U A
R T E R
S A
V E
STR
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13 1 /2
14T H
S T
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15T H
S T R
E E T
15T H
S T R
E E T
T E X
A S H
IG
H
W A
Y
15T H
S T R
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14T H
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12T H
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15T H
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14T H
S T
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H E
A D
Q U
A R
T E
R S A
V E
N U
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13%
129 S
TREET
P A
R K
A V
E N
U E
H E
A D
Q U
A R
T E
R S A
V E
N U
E
12T H
S T
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N T
R A
L A
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N U
P A
R K
IN
G
A R
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G
G
G
1-500-3}
N1T23
N1T24
N1T22 G
N2T3 50
N2T2
N1T21
N1T17,18,19
N1T4
N2T1 K-2#1/
UG-2"
N-1#1/
G
G
G
G
N1TT32
G
3-25-3}
G
TU E
LECTRIC
NORTH FT. HOOD
SUBSTATION
3-1PHASE XFMRS
RATED 1150/1333 KVA
66,000V
TO
12470/7200V
A
F E
E D
E R
N
A
FE
E D
E R
N
FEED
ER
N
G E-2-3-500
FEEDER N1
A-3#2
UG-4"C
UG 2-4"C
A -3
#2
E-2-3-500
UG 2-4"C
1-5 00-3
A -3
K -T
-A L-#
N2T2
37.5 G
A -3
#477
A -3
#4/0
N 2T1
FE
E D
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N
B -1
K -2
#1/0B -1
A -3
#2/0
A -3
#23-2 5-3
N
2T4
E -2
-3 -5
K -T
-A C
S R
2/0
K -T
-A L
2/0
A -3
#4
K -T
-A L
2/0
K -Q
-A L
4/0
K -Q
B -1
#4
N T
N 2T24
G
B -1
A -3
K -T
-A L
/0
L -Q
-A L /0
K -T
-A L
K -2
#4B -1
#4 K
-2 #4
K -2
#2FEED
ER
N
N2T21 N2T22
N2T17,18,19
N T
K -2
#2 L
-Q -A
L #4/0
L-Q -A
-2
-3
L -Q
-A C
SR
L-Q -A
C S
A -3
#2
L -Q
-A C
SR
#2/0
L -Q
-A C
SR
#2
A -3
#477 A
-3#4
A -3#6
N 2T39
F E
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N
F E
E D
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N
1-500-3}
1-500-3}
N -1
#2/0 A
C S R
A -3
#2/0 A
C S R
A -3
A
C S R
N -1
A
C S R
N -1
/0
A C
S R
A -3
/0
A C
S R
N -1
#4 A C
S R
B -1
#4 A C
S R
N-1#4 AC
B-1#4 AC
A -3
#4/0 A
C S R
N -1
#4/0 A
C S R
N -1
#4 A C
S R
B -1
#4 A C
S R
A-3#4 ACSR
N-1#4 ACSR
N-1#4 ACSR
B-1#4 ACSR
B-1#4 ACSR
N-1#4 ACSR
B -1
H
D C
N -1
H
D C
A-3#4/0 ACSR
N-1#4/0 ACSR
N-1#2/0 ACSR
A-3#2/0 ACSR
N -1
/0
A C
S R
A -3
/0
A C
S R
N-1#4/0 ACSR
A-3#4/0 ACSR
A -3
/0
A C
S R
N -1
/0
A C
S R
N-1#6 HDC
A-3#6 HDC
N-1#4 ACSR
N-1#4 ACSR
B-1#4 ACSR
B -1
A
C S R
N -1
A
C S R
N -1
H
D C
B -1
H
D C
B -1
H
D C
N -1
H
D C
F E E D
E R
N
A -3
/0
A C
S R
N -1
/0
A C
S R
A-3#4 ACSR
N-1#4 ACSR
B-1#4 ACSR
N-1#4 ACSR
F E
E D
E R
N
N -1
#2/0 A
C S R
A -3
#2/0 A
C S R
F E E D
E R
N
FEED
ER
N
F E
E D
E R
N
W
ER &
LIG
HT C
OMPANY
FEEDER N1
N-1#4 ACSR
B-1#4 ACSR
FEEDER N1
A-
N-
FE
E
D E
R N
A -3
477 M
C M
A C
S R
N -1
#4/0 A
C S R
FE
E
D E
R N
FEED
ER
N
A -3
4/0
A C
S R
N -1
#4/0 A
C S R
FE
E
D E
R N
A-3 #4 HDC
N-1 #4 HDC
A-3 #4/0 ACSR
N-1 #1/0 ACSR
A-3 #477 MCM ACSR
N-1 #4/0 ACSR
N-1 #6 HDC
FEEDER N
A-3#2 STD CU INSL
N-1#2 STD CU INSL
UG-4" C
E-2-3-500 MCM STD AL INSL
N-2-1-500 MCM STD AL INSL
UG-2-4" C
TO 600A-3P FUSED
DISCONNECT SWITCH
K T
A
L /0
K -T
-A L
/0 L-Q-A
L-Q-ACS
K T
A
L /0
K -T
-A L
/0
K-Q-AL-#4/0
K-Q-
L-Q-ACSR-
L-Q-ACSR-#2
L-Q-ACSR-#2/0
K-T-ACSR-#2/0
NOTE:
ALL UNLABELED SECONDARY
LINES ARE K-T-AL-#4
K -T
-A L
/0
K T
A
L /0
K -T
-A L
/0
L Q
A
L /0
L -Q
-A L
/0
A-3#2 STD CU INSL
N-1#2 STD CU INSL
UG-4" C
K-T-AL-#4
K-T-AL-#4
N-1#4 HDC
K-2#4 HDC
N-1#4 HDC
K-2#4 HDC
K -2
H
D C
N -1
H
D C
L-Q-AL-#4/0
L-Q-AL-#4/0
K-T-AL-#4
K-T-AL-#4
K-T-AL-#4/0
L-Q-AL-#4/0
L-Q-AL-#4/0
MCM STD AL INSL
MCM STD AL INSL
UG-2" C
N-1#1/0 AL
K-2#1/0 AL
E-2-3-500 MCM STD AL INSL
N-NONE
UG-2-4" C
TO 600A-3P FUSED
DISCONNECT SWITCH
K-2#1/0 AL
N-1#1/0 AL
UG-2" C
E-2-3-500 MCM STD AL INSL
N-2-1-500 MCM STD AL INSL
UG-2-4" C
TO 600A-3P FUSED
DISCONNECT SWITCH
P FUSED
T SWITCH
K-2#2 STD CU
N-1#2 STD CU
UG-1 1/2" C
K-2#2 STD CU INSL
N-1#2 STD CU INSL
UG-1 1/2" C
K-2#2 STD CU
N-1#2 STD CU
UG-1 1/2" C
5#14-.
75"P
V C
3-25-{
3 PFC0
3 CA
100A 600V
SAFETY SWITCH
3-25-3
3-25-3}
3-25-3}
3-25-3}
37.5
75KV
3-25-3}
7200/480
5KVA
-1
/2
4"
2"
-1
/2
2"
-1
/4
-1
/4
-1
/4
1-1 /4
1-1 /4
1-1 /4
1-1 /4
" 1-1 /2
1-1 /2
1-1 /2
1-1 /4
1-1 /4
P E
1-1 /4
P E
1-1 /2
1-1 /4
P E
2"
4"
1-1 /2
4"
4"
4"
4"
4"
-1
/2
4"
3"
2-1 /2
4"
4"
6"
4"
4"
-1
/2
P
E
P
E
4"
4"
6"
4"
4"
-1
/2
4"
1-1 /2
2-1 /2
/2
2"
3"
2"
4"
-1
/4
S e rv ic e s
-1 /4
T y p
1-1 /2
S e rv ic e s
-1 /4
T y p
S e rv ic e s
-1 /4
T y p
-1
/2
-1
/2
-1
/2
8"P V
C
8"P V
C
8"P V
C
8"P V
C
10"
10"V C
"P
V C
"P
V C
LIFT STATION
FL=752.08
8"PVC
6"PVC
6"
8"PVC
8"PVC
8"PVC
AL
AL
AL
A
IP
C
A
IP
C
A
IP
C
8"V C
"V
C
8"V C
6"VC
V C
"P
V C
V C
8"PVC
8"PVC
12"P V
C
8"PVC
6"PVC
6"PVC
6"S S
6"S S
6"S S
S S
6"S S
24" PVC
P V
C
10"V C
8"V C
12"P V
C
12"P V
C
10"P V
C
8" V
C
VC
8"
8" VC
V C
V C
P V
C
P
V C
V C
VC
21"
"P
V C
V C
"P
V C
P V
C
12"P V
C
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V C
R:732.96
I:728.63
R:733.65
I:729.19
R:740.66 I:732.48
172A
R:740.52
I:735.06
172B
R:735.92
I:729.59
I:733.40
R:741.11
I:733.05
I:733.13(SW)
R:740.82
I:732.57(NW)
I:731.96(SE)
I:731.71(NE)
R:740.29
I:731.83
I:732.91(SW)
R:739.96
171A
R:741.76
I:735.08
I:740.56
R:748.19
I:740.89
R:749.22
R:745.13
I:735.80
R:742.4 I:735.2179
R:746.43 I:736.13
R:74
I:73169
169A
I:736.53
R:747.21
I:736.31
R:746.11
169B
I:741
R:745.
I:739.87
R:745.12
I:N/A
R:738.33
I:N/A
R:744.83
56466
56465
P A
R K
IN
G
A R
E A
G
G
G
G
G
G
G
G
G
UWFIRE_95382
UWCAPW_95771
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
GT
56470
56464
56471
56467
56463
56467
56471
T-B15 876-890
PED 02 B15
T-B15 876-890
PED 02 B15
T-B15 876-890
PED 02 B15
T-B15 876-890
PED 02 B15
T-B15 876-890
PED 02 B15
T-B15 876-890
PED 02 B15
G
N1T23
G
A-3#2
UG-4"C
1-5 00-3
A -3
K -Q
N T
N 2T24
G
1-500-3}
N-1#4 AC
B-1#4 AC
B -1
A
C S R
N -1
A
C S R
A -3
/0
A C
S R
N -1
/0
A C
S R
F E E D
E R
N
N -1
#2/0 A
C S R
A -3
#2/0 A
C S R
F E
E D
E R
N
N-1#4 ACSR
B-1#4 ACSR
FEEDER N1
N-
K-Q-AL-#4/0
K-Q-
A-3#2 STD CU INSL
N-1#2 STD CU INSL
UG-4" C
L-Q-AL-#4/0
MCM STD AL INSL
MCM STD AL INSL
E-2-3-500 MCM STD AL INSL
N-2-1-500 MCM STD AL INSL
UG-2-4" C
TO 600A-3P FUSED
DISCONNECT SWITCH
P FUSED
T SWITCH
3-25-3}
-1
/2
-1
/2
2"
-1
/4
4"
4"
3"
-1
/2
2"
9-7
.5
C
I
8" C
I
C
I
C
I 2 .5
C
I
C
I
10"
6"
"V
C
8"V C
V C
6"PVC
8" V
C
8" VC
R:741.76
I:735.08
I:741
R:745.
EXISTING STRUCTURE TO REMAIN.
EXISTING DOMESTIC WATER LINE TO REMAIN.
NEW DOMESTIC WATER LINE TO BE INSTALLED.
NEW CLEANOUT TO BE INSTALLED.
NEW WATER VALVE TO BE INSTALLED.
NEW SANITARY SEWER LINE TO BE INSTALLED.
EXISTING SANITARY SEWER LINE TO REMAIN.
WCO
SITE LEGEND
SITE KEYNOTES
PROVIDE AND INSTALL NEW STRUCTURE ON NEW AND EXISTING CONCRETE SLAB AS
SHOWN AND AS REQUIRED. SEE STRUCTUAL AND ARCHITECTURAL PLANS.
PROVIDE AND INSTALL NEW 4" SCHEDULE 40 PVC SEWER LINE AS SHOWN AND AS
REQUIRED. TIE INTO EXISTIND SANITARY SEWER MANHOLE AS REQUIRED.
PROVIDE AND INSTALL NEW 1" WATER LINE AS SHOWN AND AS REQUIRED. PROVIDE AND
INSTALL NEW GATE VALVE AS REQUIRED.
UNSATISFACTORY SOILS FOR FILL SHALL BE THOSE MEETING REQUIREMENTS OF THE
UNIFIED SOILS CLASSIFICATION TYPES OL, ML, CL, MH, CH, OH, AND PT.
SOILS AND FILL TO BE COMPACTED SHALL BE MADE IN LIFTS NOT TO EXCEED 8" AND
BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557.
STRIP SITE OF ALL VEGETATION AND DELETERIOUS MATERIALS PRIOR TO BEGINNING
WHERE EXISTING SOIL SLOPES EXCEED 1 VERTICAL TO 3 HORIZONTAL SCARIFY
EXISTING SOIL AND BLEND WITH FILL MATERIAL PRIOR TO COMPACTION.
STORE OR DISPOSE OF WASTE SOIL MATERIALS AS DIRECTED BY THE OWNER OR
PROVIDE A POSITIVE SLOPE OF THE GROUND AWAY FROM THE BUILDING AND NEW
SIDEWALK TO CARRY OFF THE RUN-OFF WATER.
CONTRACTOR TO PROVIDE EROSION CONTROL TO THE AREA DURING CONSTRUCTION.
CONTRACTOR TO MAINTAIN FLOW AND DRAINAGE OF AREA OF CONSTRUCTION AT ALL
POISON SOIL AGAINST TERMITES OR OTHER DETRIMENTAL INSECTS OR PLANTS.
SOIL TREATMENT INCLUDING STRIPING, BLENDING, FILLING, COMPACTION, AND POISONING
GENERAL SITEWORK NOTES:
BACKFILL AND REGRADE AREAS AS REQUIRED TO RESTORE SURROUNDING AREA TO ITS
ORIGINAL CONDITION. RESEED AND WATER IN AS REQUIRED. MATCH EXISTING
CONTOURS AND SLOPE FOR POSITIVE DRAINAGE.
CONTRACTOR TO CONTACT ALL UTILITY COMPANIES TO LOCATE BURIED UTILITIES
CONTRACTOR SHALL VERIFY EXISTING GRADES AT JOB SITE.
SATISFACTORY SOILS FOR FILL SHALL BE THOSE MEETING THE REQUIREMENTS OF THE
UNIFIED SOIL CLASSIFICATION TYPE GW, GP, GC, SW, SP, SM, AND SC AND SHALL BE
BARRICADE AND MARK ANY TRENCHES TO BE LEFT OPEN WHEN UNATTENDED AS
PRIOR TO EXCAVATION.
REQUIRED BY OSHA AND EM 385.1.1.
FREE OF ORGANIC, TRASH, LUMPS, OR STONES LARGER THAN 2" IN SIZE WITH A PI
LESS THAN 12.
MATCH EXISTING THICKNESS.
OF FILL CONSTRUCTION.
ENGINEER.
TIMES DURING CONSTRUCTION.
SHALL EXTEND 5" BEYOND BUILDING LINES.
6.
11.
12.
8.
9.
10.
7.
2.
4.
5.
3.
1.
14.
13.
15.
S
IT
E M
O D
IF
IC
A T
IO
N
P L
A N
C-101
SITE MODIFICATION PLAN
SCALE: NTS
-C
-1
-C
-1
N O
T T
O S
C A
L E
GT
GT
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
WCO
UTPSTA_96785
UTPSTA_96786
U T
C A
P W
U T
FL
O W
_96770
UWCAPW_95771
UWCAPW_95771
UWCAPW_95771
UWCAPW_95771
UWCAPW_95771
UWCAPW_95771
C
I
3" C
I
2.5
C I
2.5
C I
3" C
I
.5
C
I
8" C
I
2.5
C I
" C
I " C
I
.5
C
I
2.5
C I
" C
I
" C
I
" C
I
C
I
C
I
C
I
C
I
C
I
C
I
.5
C
I
.5
C
I
" C
I
C
I
C
I
C
I
C
I
C
I
8" C
I
6" C
I
.5
C
I
" C
I
" C
I
C
I
" C
I
C
I
8" C
I
" C
I
C
I
C
I
" C
I
" C
I
" C
I
3" C
I
C
I
" U
N K
N O
W N
" U
N K
N O
W N
6" U N
K N
O W
N
6" U N
K N
O W
N
6" U N
K N
O W
N
" U
N K
N O
W N
6" U N
K N
O W
N
" C
I
1" C
I
12" C
I
C
I
C
I
8" C
I
C
I
6" C
I
8" C
I
8" C
I
" C
I
" C
I
" C
I
" C
I
8" C
I
6" C
I
6" C
I
8" C
I
3" C
I
8" A
C
" C
I
.5
C
I
3" C
I
" C
I
2.5
C I
" C
I
C
I
C
I
6" C
I
" C
I
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
UWFIRE_95382
9-17
9-6
9-5
9-4
9-9
9-10
9-11
10-4
9-8
9-16
9-7
10-3
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
U P G
R A
D E
F R
O M
P V
C
F.O. M
ARKER
H2: P50-24 1201-1250 PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 02 B15
PED 04 ??
PED 01 PB56318
PED 02 PB56412
PED 02 PB 56412
PED 04 ?
H4 P??-?? ??-??
H4 P??-?? ??-??
H4: P??-?? ??-??
H2: P25-24 276-300
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D T
E X
A S
T E
L
-9
/F
A X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F
I n a l
A s b u
FOUNDATION PLAN
SCALE: 1/4’’ = 1’-0"
S-101
F O
U N
D A
T
IO
N P
L A
N
-S
-1
GENERAL NOTES:
CONTRACTOR TO VERIFY EXACT LOCATION AND ORIENTATION OF BUILDING PRIOR TO1.
CONSTRUCTION.
4’ 02’ 4’ 8’
1/4" = 1’-0"
CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE
MOIST CURE CONCRETE FOR 7 DAYS AFTER PLACING.
MINIMUM COVER OF REINFORCEMENT SHALL BE AS REQUIRED BY ACI 318.
VIBRATE ALL CONCRETE THOROUGHLY INTO PLACE.
SLAB REINFORCING SHALL BE IN TOP HALF OF SLAB AS SHOWN.
REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF ASTM A615 GR 60 UNLESS
WATER FOR CONCRETE SHALL BE POTABLE WATER FROM CITY MAINS.
AGGREGATE FOR CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C 33.
AC1 318," AND "MANUAL OF CONCRETE PRACTICE, PART 1 ACI 305 AND ACI 306"
CEMENT FOR CONCRETE SHALL MEET THE REQUIREMENTS OF ASTM C 150.
ON GRADE CONCRETE BLOCKS ARE ACCEPTABLE.
SUPPORT REINFORCING STEEL ON CHAIRS IN ABOVE GROUND SITUATIONS, FOR SLAB
SPLICE CONTINUOUS TOP BARS AT MIDSPAN AND CONTINUOUS BOTTOM BARS OVER
REINFORCING BARS SHALL NOT BE REDUCED IN SECTION, KINKED, OR BENT OTHER
REINFORCING STEEL SHALL BE FREE OF LOOSE RUST, MIL SCALE AND COATINGS THAT
CONFORM TO CURRENT CRSI AND ACI SPECIFICATIONS.
DETAILING, FABRICATION, AND PLACEMENT OF REINFORCEMENT OF STEEL SHALL
LAP SPLICES SHALL BE 30 BAR DIAMETERS OR AS SHOWN ON THE DRAWINGS.
REINFORCING STEEL PROPERLY POSITIONED PRIOR TO STARTING CONCRETE
AREAS TO RECEIVE CONCRETE SHALL BE CLEAR OF ANY DEBRIS AND SHALL HAVE
CONCRETE SHALL NOT BE ALLOWED TO FREE FALL MORE THAN 5’-0".
CONCRETE SHALL BE PLACED IN A MANNER TO PREVENT SEGREGATION.
CONCRETE TEMPERATURE SHALL NOT EXCEED 90%%dF DURING PLACEMENT.
13.
WOULD REDUCE OR DESTROY BOND.
PLACEMENT.
SUPPORTS.
THAN INDICATED.
19.
17.
18.
14.
16.
15.
LATEST EDITIONS.
OTHERWISE NOTED.
9.
10.
12.
11.
8.
7.
6.
4.
5.
3.
2.
GENERAL CONCRETE NOTES:
CONCRETE CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE AMERICAN
BARRICADE AND MARK ANY TRENCHES TO BE LEFT OPEN WHEN UNATTENDED AS
CONTRACTOR TO MAINTAIN FLOW AND DRAINAGE OF AREA OF CONSTRUCTION AT ALL
CONTRACTOR TO PROVIDE EROSION CONTROL TO THE AREA DURING CONSTRUCTION.
SIDEWALK TO CARRY OFF THE RUN-OFF WATER.
PROVIDE A POSITIVE SLOPE OF THE GROUND AWAY FROM THE BUILDING AND NEW
STORE OR DISPOSE OF WASTE SOIL MATERIALS AS DIRECTED BY THE OWNER OR
EXISTING SOIL AND BLEND WITH FILL MATERIAL PRIOR TO COMPACTION.
WHERE EXISTING SOIL SLOPES EXCEED 1 VERTICAL TO 3 HORIZONTAL SCARIFY
STRIP SITE OF ALL VEGETATION AND DELETERIOUS MATERIALS PRIOR TO BEGINNING
BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557.
SOILS AND FILL TO BE COMPACTED SHALL BE MADE IN LIFTS NOT TO EXCEED 8" AND
UNIFIED SOILS CLASSIFICATION TYPES OL, ML, CL, MH, CH, OH, AND PT.
UNSATISFACTORY SOILS FOR FILL SHALL BE THOSE MEETING REQUIREMENTS OF THE
FREE OF ORGANIC, TRASH, LUMPS, OR STONES LARGER THAN 2" IN SIZE WITH A PI
UNIFIED SOIL CLASSIFICATION TYPE GW, GP, GC, SW, SP, SM, AND SC AND SHALL BE
SATISFACTORY SOILS FOR FILL SHALL BE THOSE MEETING THE REQUIREMENTS OF THE
CONTRACTOR SHALL VERIFY EXISTING GRADES AT JOB SITE.
CONTRACTOR TO CONTACT ALL UTILITY COMPANIES TO LOCATE BURIED UTILITIES
CONTOURS AND SLOPE FOR POSITIVE DRAINAGE.
ORIGINAL CONDITION. RESEED AND WATER IN AS REQUIRED. MATCH EXISTING
BACKFILL AND REGRADE AREAS AS REQUIRED TO RESTORE SURROUNDING AREA TO ITS
GENERAL SITEWORK NOTES:
ALL WORK TO BE ACCOMPLISHED ACCORDING TO THE SPECIFICATIONS PROVIDED WITH
TIMES DURING CONSTRUCTION.
ENGINEER.
OF FILL CONSTRUCTION.
MATCH EXISTING THICKNESS.
1.
13.
12.
11.
10.
9.
7.
8.
REQUIRED BY OSHA AND EM 385.1.1.
LESS THAN 12.
PRIOR TO EXCAVATION.
THIS TASK ORDER.
5.
6.
3.
4.
1.
2.
2.
CONCRETE SHALL RECIEVE BROOM FINISH.20.
/4
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F A
X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F
I n a l
A s b u il ts
BARRIER ON 4" CRUSHER FINE FILL
AT 18" O.C. ON 6 MIL POLY VAPOR
6" THICK CONCRETE SLAB WITH #3’S
BUILDING TO REMAIN
FACE OF EXISTING
CONCRETE SLAB
DEMO EXISTING
29’-0"
S-301
S-101
S-301S-101
#4 DOWELS x 18" LONG
AT 12" O.C.
(TYP.)
EJ EJ
S-301
F O
U N
D A
T
IO
N S
E C
T
IO
N S
-S
-3
SCALE: 1’’ = 1’-0"
SECTION
SECTION
SCALE: 1’’ = 1’-0"
1’ 06" 1’ 2’
1" = 1’-0"
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F
A X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F I n a l
A s b u il ts
FINISH GRADE
" 3
FINISH GRADE
BARRIER ON 4" CRUSHER FINE FILL
18" O.C.E.W. ON 6 MIL POLY VAPOR
6" THICK CONCRETE SLAB WITH #3’S AT
1’-0"6"26’-0"
29’-0"
6"1’-0"
4" CRUSHER FINE FILL
COMPACT INACTIVE FILL
2 - #5 CONT. T&B WITH
#3 TIES AT 24" O.C.
2 - #4 CONT.
EACH SIDE
2 - #4 CONT.
#3 TIES AT 24" O.C.
2 - #5 CONT. T&B WITH
8"
AT 32" O.C.
#4 VERTICAL REINFORCING IN
CONCRETE FILLED CELLS
CONCRETE FILLED CELLS
#4 VERTICAL REINFORCING IN
AT 32" O.C.
8"
AT 32" O.C.
#4 VERTICAL REINFORCING IN
CONCRETE FILLED CELLS
CONCRETE FILLED CELLS
#4 VERTICAL REINFORCING IN
AT 32" O.C.
HORIZONTAL REINFORCING
AT 16" O.C.
8" CMU BLOCK8" CMU BLOCK
AT 16" O.C.
HORIZONTAL REINFORCING
2 - #5 CONT.
AT 32" O.C.
#4 VERTICAL REINFORCING IN
CONCRETE FILLED CELLS
CONCRETE FILLED CELLS
#4 VERTICAL REINFORCING IN
AT 32" O.C.
8"
8" CMU BLOCK
AT 16" O.C.
HORIZONTAL REINFORCING
2 - #5 CONT. T&B WITH
#3 TIES AT 24" O.C.
2 - #4 CONT.
COMPACT INACTIVE FILL
24’-0"
9’-0" 6" 1’-0"
FINISH GRADE
6" THICK CONCRETE SLAB WITH #3’S AT
18" O.C.E.W. ON 6 MIL POLY VAPOR
BARRIER ON 4" CRUSHER FINE FILL
4" CRUSHER FINE FILL
1’-0" 6"
MATERIAL WITH CONT.
1/2" EXPANSION JOINT
12" O.C. GREASE ONE END
#4 DOWEL x 18" LONG AT
SEALANT
#5 CONT.
EXISTING CONCRETE SLAB
TO REMAIN. VERIFY EXACT
DIMENSIONS IN FIELD
REINFORCING TURNED DOWN
INTO GRADE BEAM 6"
2 - #5 CONT.
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F
A X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F I n a l
A s b u il ts
EWC
29’-0"
8" 13’-2"
1’-1"
3 1/2" 13’-0" 8"
3’-0" 3’-0"
10"
8"
7’-6" 6’-3"
1’-2 1/2"
6’-3" 6’-8"
FD
FEMALE LATRINEMALE LATRINE
3 1/2"
20’-3"
9 3/4"
8"
FD
HEAT PUMP
T
/2
/2
6’-0"
DISCONNECT SWITCH FOR HEAT
PUMP
12" 12"
S T
U D
W A
L L
12"
EXISTING R PANEL
BEAD OF CAULK
ANGLE FLASHING UNDER
EXISTING PANEL AND OVER
NEW PANEL.
NEW R-PANEL
A-101
-A
-1
PROVIDE AND INSTALL NEW 8" CMU WALL TO 9" HEIGHT OR AS REQUIRED FOR GABLE.
A R
C H
IT
E
C T
U R
A L
P L
A N
4’ 02’ 4’ 8’
1/4" = 1’-0"
EXISTING 8" CMU WALL TO REMAIN.
PROVIDE AND INSTALL NEW GLASS STOREFRONT DOORS AS REQUIRED.
PROVIDE AND INSTALL NEW 3’-0"x7’-0"x1-3/4" FLUSH, 18 GA.. STEEL DOOR, DOOR
FRAME, AND ALL ASSOCIATED DOOR HARDWARE.
PROVIDE AND INSTALL NEW LIGHT FIXTURES, ELECTRICAL RECEPTACLES, SUPPLY AIR
PROVIDE AND INSTALL NEW GYP. BOARD CEILING WITH 5/8" FIRE RATED GREENBOARD
PROVIDE AND INSTALL NEW FLOORING AND BASE AS REQUIRED.
DIFFUSERS, RETURN AIR GRILLES, ETC. SEE ELECTRICAL AND7
MECHANICAL PLANS.
PROVIDE AND INSTALL NEW PLUMBING FIXTURES, GRAB BARS, TOILET PAPER
DISPENSERS, PAPER TOWEL DISPENSER, SOAP DISPENSER, CABINETRY, MIRRORS, ETC.8
ARCHITECTURAL KEYNOTES
ARCHITECTURAL PLAN
SCALE: 1/4" = 1’-0"
9’ AFF.
AS SHOWN AND AS REQUIRED.
PROVIDE AND INSTALL NEW 3 5/8" METAL STUDS AT 16" O.C. WITH 5/8" GREENBOARD
ONE SIDE AS SHOWN AND AS REQUIRED. EXTEND GYP. BOARD A MINIMUM OF 6"
ABOVE CEILING. TAPE, BED, TEXTURE, AND PAINT.
10 DELETED.
PERLITE INSULATION POURED INTO CMU CELLS.11
R-19 BATT INSULATION PLACED ABOVE CEILING.12
DEMOLISH EXISTING ENTRYWAY.13
DEMOLISH EXISTING WALL.14
BLOCK FILL, 2 COATS EXISITNG ACRYLIC LATEX PAINT TO MATCH EXISTING EXTERIOR.15
BLOCK FILL, 2 COATS EXISITNG ACRYLIC LATEX PAINT TO MATCH EXISTING INTERIOR.16
2 COATS ACRYLIC LATEX PAINT.17
PRIME AND OIL BASED PAINT TO MATCH.18
DISRUPTIONS.
SAFETY OFFICER.
CONTRACTOR. DEBRIS CONTAINERS TO BE COVERED AT ALL TIMES.
MATERIALS.
CONSTRUCTION.
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, ORDINANCES,
CONTRACTOR TO COMPLY, AND ASSURE THAT ALL SUBCONTRACTORS COMPLY, WITH
POLICIES, AND STANDARDS RELATED TO ENVIRONMENTAL AND HAZARDOUS WASTE
CONTRACTOR TO ADHERE TO ALL SECTIONS OF STATEMENT OF WORK DURING
CONTRACTOR TO COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE FACILITY
CONTRACTOR TO VERIFY ALL FIELD CONDITIONS, INCLUDING DIMENSIONS AND
CONTRACTOR TO COORDINATE WITH THE CONTRACTING OFFICER ANY PROPOSED
CONDITIONS. COORDINATE WITH THE CONTRACTING OFFICER.
CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY NEW WORK TO MATCH ORIGINAL
CONSTRUCTION IS COMPLETE. ALL MATERIAL REMOVED AND DISCARDED IS TO BE
CONTRACTOR TO REMOVE ANY DEBRIS AND CLEAN SITE DAILY AND AFTER
DISPOSED OF OFF-POST IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
REGULATIONS. ANY REQUIRED DISPOSAL FEES ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO CLOSELY SCHEDULE ALL WORK WITH THE PROJECT MANAGER, DPW, AND
CONTRACTING OFFICER. PRIOR TO COMMENCEMENT OF ANY WORK TO MINIMIZE ANY
DEBRIS CONTAINER LOCATIONS PRIOR TO STARTING WORK IN AN AREA.
LOCATIONS, PRIOR TO INITIATING ANY WORK IN A GIVEN AREA.
GENERAL NOTES:
8.
6.
7.
4.
3.
5.
2.
1.
FLASHING DETAIL
SCALE: NTS
/4
12 17
12 16
A-102
-A
-1
D O
O R
S C
H E
D U
L E
4’ 02’ 4’ 8’
1/4" = 1’-0"
DOOR SCHEDULE
SCALE: 1/4" = 1’-0"
DISRUPTIONS.
SAFETY OFFICER.
CONTRACTOR. DEBRIS CONTAINERS TO BE COVERED AT ALL TIMES.
MATERIALS.
CONSTRUCTION.
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, ORDINANCES,
CONTRACTOR TO COMPLY, AND ASSURE THAT ALL SUBCONTRACTORS COMPLY, WITH
POLICIES, AND STANDARDS RELATED TO ENVIRONMENTAL AND HAZARDOUS WASTE
CONTRACTOR TO ADHERE TO ALL SECTIONS OF STATEMENT OF WORK DURING
CONTRACTOR TO COORDINATE ALL CONSTRUCTION ACTIVITIES WITH THE FACILITY
CONTRACTOR TO VERIFY ALL FIELD CONDITIONS, INCLUDING DIMENSIONS AND
CONTRACTOR TO COORDINATE WITH THE CONTRACTING OFFICER ANY PROPOSED
CONDITIONS. COORDINATE WITH THE CONTRACTING OFFICER.
CONTRACTOR TO REPAIR ANY DAMAGE CAUSED BY NEW WORK TO MATCH ORIGINAL
CONSTRUCTION IS COMPLETE. ALL MATERIAL REMOVED AND DISCARDED IS TO BE
CONTRACTOR TO REMOVE ANY DEBRIS AND CLEAN SITE DAILY AND AFTER
DISPOSED OF OFF-POST IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL
REGULATIONS. ANY REQUIRED DISPOSAL FEES ARE THE RESPONSIBILITY OF THE
CONTRACTOR TO CLOSELY SCHEDULE ALL WORK WITH THE PROJECT MANAGER, DPW, AND
CONTRACTING OFFICER. PRIOR TO COMMENCEMENT OF ANY WORK TO MINIMIZE ANY
DEBRIS CONTAINER LOCATIONS PRIOR TO STARTING WORK IN AN AREA.
LOCATIONS, PRIOR TO INITIATING ANY WORK IN A GIVEN AREA.
GENERAL NOTES:
8.
6.
7.
4.
3.
5.
2.
1.
/4
DOOR
TYPE
SYMBOL SIZE
DOOR SCHEDULE
FRAME
TYPE
2 B
GLASS
PAIR OF 3’-0"x7’-0"x1 3/4"
C
C
INSULATED
3’-0"x7’-0"x1 3/4"
3’-0"x7’-0"x1 3/4"
DOOR NUMBER
DOOR SCHEDULE LEGEND
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F
A X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F I n a l
A s b u il ts
EWC
FD
FEMALE LATRINEMALE LATRINE
FD
HEAT PUMP
101 101
102 103
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F A
X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F
I n a l
A s b u il ts
A-501
-A -5
A R
C H
IT
E
C T
U R
A L
E L
E V
A T
IO
N
S
FRONT VIEW STALL AND SINK ELEVATION- FEMALE
SCALE: 1/2’’ = 1’-0"
FRONT VIEW STALL AND SINK ELEVATION- MALE
SCALE: 1/2’’ = 1’-0"
SIDE VIEW STALL ELEVATION
SCALE: 1/2’’ = 1’-0"
ELECTRIC WATER COOLER ELEVATION
SCALE: 1/2’’ = 1’-0"
HANDICAP
/2
HC
P1
6"
IN WALL FOR GRAB
BAR SUPPORT
PROVIDE (1) 2X12
3’-0" GRAB BAR
INSTALL TO HOLD
250LB. LOAD
O
F S
E A
T
M
IN
M
A X
T O
T O
P
L C
1’-6"
C L
5’-0"
MIN
1"
2’-11"
A-201
A-301
P2
APPLY WALL FINISH
AS SCHEDULED
A-201
A-201
14’-3 1/2"
(TYP.)
TOILET PARTITION
HEADRAIL BRACED
1" 6’-2 1/2"
TOP, EDGE, AND SPLASH.
PLASTIC LAMINATE COUNTER
M A
X T
O R
I M
TOP, EDGE AND SPLASH.
PLASTIC LAMINATE COUNTER
ON 2x FRAMING
BANDED EDGES (REMOVABLE)
3/4" STAIN GRADE PLYWOOD WITH 1’-0"
2’-0"
1’-0"
M
IN
M
IN
M
IN
HC
3’-0"
WATER CLOSET
FLOOR MOUNTED
BAR SUPPORT
PROVIDE (1) 2X12
IN WALL FOR GRAB
P1
M
IN
O F
S E
A T
M
A X
T O
T O
P
LC
1’-0" MAX
M
IN
T
O
O
F T
O
IL
E T
P A
P E
R
TOILET PAPER
HOLDER
250LB. LOAD
INSTALL TO HOLD
3’-6" GRAB BAR
A-201
A-301
APPLY WALL FINISH
AS SCHEDULED
C L
TOILET PARTITION
HEADRAIL BRACED
5’-0"
MIN
HC
P1
6"
IN WALL FOR GRAB
BAR SUPPORT
PROVIDE (1) 2X12
3’-0" GRAB BAR
INSTALL TO HOLD
250LB. LOAD
O F
S E
A T
M
IN
M
A X
T O
T O
P
L C
1’-6"
C L
5’-0"
MIN
1"
2’-11"
A-201
A-301
P2
APPLY WALL FINISH
AS SCHEDULED
A-201
A-201
14’-3 1/2"
(TYP.)
TOILET PARTITION
HEADRAIL BRACED
1"
3’-1"
P3
HC
M A
X
T O
R
IM
3’-1"
1"
TOP, EDGE, AND SPLASH.
PLASTIC LAMINATE COUNTER
M A
X T
O R
I M
TOP, EDGE AND SPLASH.
PLASTIC LAMINATE COUNTER
ON 2x FRAMING
BANDED EDGES (REMOVABLE)
3/4" STAIN GRADE PLYWOOD WITH
1’-0"
2’-0"
1’-0"
M
IN
M
IN
M
IN
PARTITION
FINISHED
FLOOR
ELECTRIC WATER
AS SCHEDULED
COOLER
APPLY WALL FINISH
H E
IG
H
T
O R
I F
I C
E
BASE AS
SCHEDULED
M
A X
COORDINATE LOCATION OF
ELECTRICAL OUTLET
WITH EWC MFGR.
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F A
X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F
I n a l
A s b u il ts
A-502
-A -5
A R
C H
IT
E
C T
U R
A L
E L
E V
A T
IO
N
SFRONT VIEW SINK AND DOOR ELEVATION- MALE AND FEMALE
SCALE: 1/2’’ = 1’-0"
/2
P4P4 P4P4
BASE AS
SCHEDULED
P3
HC
(TYP.)
TOILET PARTITION
HEADRAIL BRACED
STEEL DOOR
18 GA.
1’-6" X 3’-0" MIRROR
(TYPICAL)
SOAP DISPENSER (TYP.)
3/4" STAIN GRADE PLYWOOD WITH
BANDED EDGES (REMOVABLE)
3 1/2"
1’-1" 3 1/2"
5’-4 1/2"5’-0 1/2" 4" 1"
2’-4" 6’-0" 1’-10 1/2" 1’-4" 3’-10"
APPLY WALL FINISH
AS SCHEDULED
STEEL DOOR
18 GA.
PLUMBING
CHASE
(TYP.)
4’ 02’ 4’ 8’
1/4" = 1’-0"
E-101
P L
A N
-E
-1
SCALE: 1/4" = 1’-0"
ELECTRICAL PLAN1
SCALE: 1/4" = 1’-0"
LIGHTING PLAN2
1 1
E L
E C
T R
IC
A
L A
N D
L
IG
H T
IN
G
/4
NEW 2x4 SURFACE MOUNTED LIGHT FIXTURE WITH BATTERY BACKUP TO
BE INSTALLED.
NEW 2x4 SURFACE MOUNTED LIGHT FIXTURE TO BE INSTALLED.
LIGHTING LEGEND
NEW DUPLEX RECEPTACLE WITH GROUND FAULT INTERRUPT TO BE
INSTALL NEW INCANDESCENT WALL MOUNTED LIGHT FIXTURE ABOVE
LAVATORY MIRROR.
INSTALL NEW SINGLE-POLE LIGHT SWITCH AS REQUIRED.S
GFI
INSTALLED.
LIGHT SWITCH INTERLOCKED WITH EXHAUST FANS, WITH 15 MIN. TIME DELAY RELAY.
ALL NEW ELECTRIC CIRCUTS USE EXISTING DFAC PANEL.2
LIGHTING KEYNOTES
STROBE
PULL STATIONP
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F
A X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F I n a l
A s b u il ts
FEMALE LATRINEMALE LATRINE
GFI GFI
SS
SS
HEAT PUMP
DISCONNECT SWITCH FOR HEAT
PUMP
P P
FEMALE LATRINEMALE LATRINE
SS
SS
HEAT PUMP
DISCONNECT SWITCH FOR HEAT
PUMP
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F
A X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F I n a l
A s b u il ts
P-101
-P
-1
4’ 02’ 4’ 8’
1/4" = 1’-0"
P L
U M
B
IN
G P
L A
N S
AND COLD WATER PIPING PLAN
SCALE: 1/4’’ = 1’-0"
1 2
SCALE: 1/4’’ = 1’-0"
SANITARY SEWER PIPING PLAN
DOMESTIC COLD WATER.
SS
DCW
SANITARY SEWER.SS
FD
WH
DHW DOMESTIC HOT WATER.
NEW SANITARY SEWER PIPING TO BE INSTALLED.
MODIFICATION LEGEND
NEW FLOOR DRAIN WITH TRAP PRIMER TO BE INSTALLED.
NEW DOMESTIC COLD WATER PIPING TO BE INSTALLED.
NEW DOMESTIC HOT WATER PIPING TO BE INSTALLED.
NEW 6 GALLON WATER HEATER TO BE INSTALLED.
DOMESTIC HOT
TYPE K COPPER PIPING ON ALL DCW AND DHW.
GENERAL NOTES:
1.
8" STUD WALL FOR PLUMBING CHASE LOCATED BEHIND COUNTERTOPS AND SINKS.2.
8" STUD WALL FOR PLUMBING CHASE
8" STUD WALL FOR PLUMBING CHASE
/4
EWC
FD
FEMALE LATRINEMALE LATRINE
FD
GFI GFI
1"
1"1"
1" 1"
WH
1/2"
1/2"
1/2"
1/2"
3/4" 3/4"
HEAT PUMP
T
1" DISCONNECT SWITCH FOR HEAT
PUMP
P P
EWC
FD
FEMALE LATRINEMALE LATRINE
FD
GFI GFI
4"
HEAT PUMP
EF EF
T
SS
3" 3"
SSSSSS
4"4"
4"4"
SSSS
3"
2"2"2" 2" 2"
4"
2"
DISCONNECT SWITCH FOR HEAT
PUMP
P P
M-101
-M -1
4’ 02’ 4’ 8’
1/4" = 1’-0"
M E
C H
A N
IC
A
L P
L A
N
MECHANICAL PLAN
SCALE: 1/4’’ = 1’-0"
EXHAUST FANS
CFM
HVAC LEGEND
NEW HVAC SUPPLY AIR DIFFUSER TO BE INSTALLED.
NEW HVAC RETURN AIR GRILLE TO BE INSTALLED.
NEW HVAC DUCTWORK TO BE INSTALLED. SIZE AS NOTED.
T NEW WALL MOUNTED THERMOSTAT TO BE INSTALLED. SETTINGS: HI/LOW.
GENERAL NOTES:
1. EXHAUST FANES VENTED TO ROOF TOP
2. HEAT PUMP INFO SUBMITTAL IS REQUIRED BEFORE APPROVAL OF MECHANICAL DRAWING.
3. 100%%% OUTSIDE DIRECTLY FROM HEATPUMP.
/4
EWC
FD
FEMALE LATRINEMALE LATRINE
FD
HEAT PUMP
T
DISCONNECT SWITCH FOR HEAT
PUMP
12"%%42 12"%%42
7"%%42
8"%%42
CFM
CFM
CFM
CFM
7"%%42 7"%%42
7"%%42
M
A Y
Sheet of 11
DIRECTORATE OF
C A
D E
N C
E
FT. HOOD, TEXAS
PUBLIC WORKS
REFERENCE
D e s ig n f il e n w in g c o d e
M a rk
A p p r.
D a te
D e s c r ip ti o n
NUMBER
SHEET
P lo t s c a le
P lo t d a te
F il e n a m e
S u b m it te d b y
C k d b y
R ev
D a te
R e v ie w e d b y
D e s ig n e d b y
D w n b y
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
C
M
A Y
F T
H
O O
D
T E
X A
S
T E
L
-9
/F
A X
(2
-9
C A
D E
N C
E C
O N
T R
A C
T S
E R
V
IC
E S
L
L C
B U
IL
D
IN
G
S
U
IT
E B
ALL EXISTING CONDITIONS TO BE VERIFIED
BY CONTRACTORS PRIOR TO CONSTRUCTION
F O
R T
H O
O D
B U
IL
D
IN
G
S
P A
J
L R
H
L R
H
ASBUILT DRAWINGS
Bldg No.
JOC Project No.
Task Order No.
W91151-06-D-0013
Contract No.
NH000145P
56471
B U
IL
D
IN
G
A
W o r k in g
D r a w in g s
A-TX127-4298-11
B
F I n a l
A s b u
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