W912HN-R-0030_AMD1.pdf
PDF 8 MB Posted
- Attached to
- Ft. Benning D/B or General Construction MATOC Federal contract opportunity
- Solicitation number
- W912HN-12-R-0030
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| File | Type | Posted |
|---|---|---|
| vol1.pdf | ||
| vol2.pdf | ||
| AMD1.pdf | ||
| 12R30_AMD1.pdf |
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Text version
SHEET :
G1.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
LBM
COVER
NFTTU
FORT BENNING, GA
U.S. DEPARTMENT OF HOMELAND SECURITY
IMMIGRATION AND CUSTOMS ENFORCEMENT
PROJECT:
General Construction Specifications
SHEET :
A0.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
SPECIFICATIONS
DRAWING INDEX
SHEET A0.0: SPECIFICATIONS AND CONDITIONS
SHEET A1.0: OVERALL FLOOR PLAN
SHEET A2.0: FLOOR PLAN (10 UNIT), FLOOR PLAN
LEGEND
SHEET A3.0: FLOOR PLAN (3 UNIT), FLOOR PLAN
LEGEND
SHEET A4.0: SCHEDULES AND CABINETS DETAILS
SHEET A5.0: REFLECTED CEILING PLAN (10 UNIT)
SHEET A6.0: REFLECTED CEILING PLAN (3 UNIT)
SHEET E1.0: ELECTRICAL PLAN (10 UNITS),
ELECTRICAL LEGEND, ELECTRICAL
CALCS, ELECTRICAL NOTES
SHEET E2.0: ELECTRICAL PLAN (3 UNITS),
ELECTRICAL LEGEND, ELECTRICAL
CALCS, ELECTRICAL NOTES
SHEET M1.0: HVAC PLAN (10 UNITS)
SHEET M2.0: HVAC PLAN (3 UNITS)
SHEET P1.0: PLUMBING SCHEMATICS
SHEET S1.0: BUILDING CROSS SECTION AND
ELEVATIONS
NOTE: DATA PLATE TO BE LOCATED ON PANEL BOX DOOR OR SHALL BE
PLACE ON THE INTERIOR SIDE OF THE EXTERIOR WALL @ THE HITCH
END ABOVE THE T-GRID LOCATION.
NOTE: DATA PLATE TO BE LOCATED ON PANEL BOX DOOR OR SHALL BE
PLACE ON THE INTERIOR SIDE OF THE EXTERIOR WALL @ THE HITCH
END ABOVE THE T-GRID LOCATION.
14'-0"
D
14'-0"
E
14'-0"
F
14'-0"
G
14'-0"
H
14'-0"
I
12'-0"
J
14'-0"
K
14'-0"
L
14'-0"
M
'-0
14'-0"
A
14'-0"
B
14'-0"
C
12'-0" 42'-1"
'-0
61 8"
'-0
43 4"
6' -1
0"
43 4"
8' -7
43 4" 6'
-1 13 4"
43 4"
'-0
61 8"
8"11'-7"
4"
61 8"
'-0
13'-11 8"
4"
8"
4"
10'-103 8"
14'-0"
'-7
3 4"
43 4" 6'
-1 0"
43 4"
13'-11 8"
4"
5' -0
1 4" 9'
-1 03 4"
61 8"
8"
9'-41 4"
4"
4'-4"
43 4" 43 4"
14'-0"
13'-57 8"61
8"
14'-0"
13'-57 8"
14'-0"
8"
6'-7"
4"
W H
3' -0
3'
-0
3' -1
1 4"
43 4" 43 4"
4' -4
10'-81 8"
2'-6"
3' -0
12'-0"
41'-03 4"
138'-41 2"
'-4
1 4" 61 8"
43 4"
6' -1
0"
43 4"
'-0
61 8"
8"13'-57
8"
14'-0"14'-0"
27'-67 8"
27'-67 8"
8"13'-57
8"
14'-0"
H C
5'-4"
3'-0"
13'-33 4"
8"
4"
13'-71 4"
4"
14'-0"14'-0"14'-0"
11'-11 4"
4"
24'-73 4"7'-0"
4" 43
4"
6' -1
0"
12'-0"
10'-0"
4"
6' -1
0" 43 4"
43 4"
14'-0"14'-0"14'-0"
13'-57 8"61
8"
13'-57 8"61
8"
61 8"
'-0
'-5
61 8"
41'-67 8"
192'-51 2"
EXERCISE RM
CORRIDOR #2
STAFF AREA
OFFICE
COMM./O.I.T
STAFF BREAK
WOMEN'S STAFF RR
MEN'S STAFF RR
CLASSROOM 2
CORRIDOR #1
MEN'S RR
WOMEN'S RR
BREAK ROOM
18-24 STUDENTS
CLASSROOM 1
B R
E E
ZE
W
A Y
B Y
M M
G
SD
SD TD
FEC
HB
SD
FEC
18-24 STUDENTS
5' -1
3 4" 5'
-1 3 4"
5' -1
3 4" 5'
-1 3 4"
5' -2
1 4"
4'-2" 4'-2"4'-1"
4'-0"
JANITOR RM
63 4"
53'-73 8"
5' -0
'-0 1 4"
43 4"
11'-71 4"
4"
8'-0"
4"
'-7
'-2 1 2"
9'-3"
4"
16'-73 4"
'-0
'-7 1 4"
43 4"
43 4"
43 4"
10'-0" 11'-0" 11'-11 4"
'-0
4' -0
3'-0"
4"
11'-0"
4"
'-2
1 2"
'-7
1 4"
43 4"
'-4
3 4"
'-4
1 4"
WASH DRY
SANI SPORT
W H
W H
STORAGE ROOM
CONTROL RM
AIRLINER MOCK-UP
OFFICE MOCK-UP
KITCHEN MOCK-UP
LIVING RM MOCK-UP
THEME RM
ELEC. ROOM STORAGE O.C.
MAT ROOM
STRIKE ROOM
EQUIP/STORAGE
1 OVERALL FLOOR PLAN
1/8"=1'-0"
SHEET :
A1.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
OVERALL FLOOR PLAN
D
14'-0"
E
14'-0"
F
14'-0"
G
14'-0"
H
14'-0"
I
12'-0"
J
14'-0"
K
14'-0"
L
14'-0"
M
'-0
138'-41 2"
'-4
1 4" 61 8"
43 4"
6' -1
0"
43 4"
'-0
61 8"
8"13'-57
8"
14'-0"14'-0"
27'-67 8"
27'-67 8"
8"13'-57
8"
CLASSROOM 2
CLASSROOM 1
CORRIDOR #1
14'-0"
H C
5'-4"
3'-0"
13'-33 4"
8"
4"
13'-71 4"
4"
111111
14'-0"14'-0"14'-0"
11'-11 4"
4"
24'-73 4"7'-0"
4" 43
4"
6' -1
0"
12'-0"
10'-0"
4"
6' -1
0" 43 4"
43 4"
14'-0"14'-0"14'-0"
13'-57 8"61
8"
13'-57 8"61
8"
11111
1111161 8"
'-0
'-5
61 8"
41'-67 8"
B
B
B
B
B
MEN'S RR
WOMEN'S RR
BREAK ROOM
18-24 STUDENTS
18-24 STUDENTS
SD
HB
SD
4'-2" 4'-2"4'-1"
4'-0"
JANITOR RM
63 4"
111111
53'-73 8"
MAT ROOM
5' -0
'-0 1 4"
43 4"
STRIKE ROOM
EQUIP/STORAGE
11'-71 4"
4"
8'-0"
4"
'-7
'-2 1 2"
9'-3"
4"
16'-73 4"
ELEC. ROOM STORAGE O.C.
STORAGE ROOM
'-0
'-7 1 4"
43 4"
43 4"
43 4"
10'-0"
CONTROL RM
C
C
AIRLINER MOCK-UP
11'-0" 11'-11 4"
'-0
4' -0
3'-0"
4"
11'-0"
4"
'-2
1 2"
'-7
1 4"
43 4"
'-4
3 4"
OFFICE MOCK-UP
KITCHEN MOCK-UP
LIVING RM MOCK-UP
THEME RM
'-4
1 4"
WASH DRYSANI SPORT
W H
W H
HANDICAPPED WATER
CLOSET SIDE VIEW
HANDICAPPED WATER
CLOSET FRONT VIEW
LAV CLEARANCES
" M
A X
17" MIN
FIXTURE
DEPTH
6" MAX
TOE CLEARANCE
9" M
IN
" M
IN
" M
A X
" M
IN
8"
KNEE CLEARANCE
CLEAR FLOOR SPACE
AT LAVATORIES
" M
IN
17" MIN.
19"
MAX.
48" MAX.
6"
36" MIN.
" T
O
6"
1'-6"
" T
O
6"
M
IN
9"
42" 1'-0"
MAX
7" - 9"
5"
HANDICAPPED WALL
HUNG URINAL
CLEARANCES
" M
A X
M A
X
14"
MIN
CLEAR FLOOR SPACE
AT HANDICAP URINALS
4'-0"
X
HANDICAPPED SOAP
DISPENSER
HANDICAPPED
SEMI-RECESSED TOWEL
DISPENSER & DISPOSAL
3' -6
TO
V A
LV
E
4' -0
TO
D
IS
P E
N S
E R
S
LO
T
COLUMN
1" = 1'-0"
COLUMN
1" = 1'-0"
MATE LINE
3-STUD COLUMN
MATE LINE
OR
3-STUD COLUMN
M A
TE
L
IN
E OR3-STUD COLUMN
M A
TE
L
IN
E
3-STUD COLUMN
3-STUD COLUMN CONSTRUCTION:
(3) 2X4 OR (3) 2X6 #2 SYP STUDS ATTACHED TO BEAM
AND FLOOR WITH (2) 1 1/2"X16"X18GA.
STRAPS WITH (6) #8 SCREWS AT EACH END
3-STUD COLUMN CONSTRUCTION:
(3) 2X4 OR (3) 2X6 #2 SYP STUDS ATTACHED TO BEAM
AND FLOOR WITH (2) 1 1/2"X16"X18GA.
STRAPS WITH (6) #8 SCREWS AT EACH END
FLOOR PLAN LEGEND
SD
IM
FEC
W H
TD
W
V
1 FLOOR PLAN
3/16"=1'-0" SQUARE FOOTAGE - 8853 SF.
SHEET :
A2.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
FLOOR PLAN (10 UNITS)
A
14'-0"
B
14'-0"
C
42'-1"
'-0
61 8"
'-0
43 4"
6' -1
0"
43 4"
8' -7
43 4" 6'
-1 13 4"
43 4"
'-0
61 8"
8"11'-7"
4"
61 8"
'-0
13'-11 8"
4"
8"
4"
10'-103 8"
14'-0"
'-7
3 4"
43 4" 6'
-1 0"
43 4"
13'-11 8"
4"
5' -0
1 4" 9'
-1 03 4"
61 8"
8"
9'-41 4"
4"
4'-4"
43 4" 43 4"
14'-0"
13'-57 8"61
8"
14'-0"
13'-57 8"
14'-0"
8"
EXERCISE RM
CORRIDOR #2
STAFF AREA
OFFICE
COMM./O.I.T
STAFF BREAK
WOMEN'S STAFF RR
6'-7"
4"
W H
3' -0
3'
-0
3' -1
1 4"
43 4" 43 4"
4' -4
10'-81 8"
2'-6"MEN'S STAFF RR
3' -0
41'-03 4"
BB
033028
029 034
11 11
11 11
1 11
SD TD
FEC
9ga
FEC
5' -1
3 4" 5'
-1 3 4"
5' -1
3 4" 5'
-1 3 4"
5' -2
1 4"
HANDICAPPED WATER
CLOSET SIDE VIEW
HANDICAPPED WATER
CLOSET FRONT VIEW
LAV CLEARANCES
" M
A X
17" MIN
FIXTURE
DEPTH
6" MAX
TOE CLEARANCE
9" M
IN
" M
IN
" M
A X
" M
IN
8"
KNEE CLEARANCE
CLEAR FLOOR SPACE
AT LAVATORIES
" M
IN
17" MIN.
19"
MAX.
48" MAX.
6"
36" MIN.
" T
O
6"
1'-6"
" T
O
6"
M
IN
9"
42" 1'-0"
MAX
7" - 9"
5"
HANDICAPPED WALL
HUNG URINAL
CLEARANCES
" M
A X
M A
X
14"
MIN
CLEAR FLOOR SPACE
AT HANDICAP URINALS
4'-0"
X
HANDICAPPED SOAP
DISPENSER
HANDICAPPED
SEMI-RECESSED TOWEL
DISPENSER & DISPOSAL
3' -6
TO
V A
LV
E
4' -0
TO
D
IS
P E
N S
E R
S
LO
T
COLUMN
1" = 1'-0"
COLUMN
1" = 1'-0"
MATE LINE
3-STUD COLUMN
MATE LINE
OR
3-STUD COLUMN
M A
TE
L
IN
E OR3-STUD COLUMN
M A
TE
L
IN
E
3-STUD COLUMN
3-STUD COLUMN CONSTRUCTION:
(3) 2X4 OR (3) 2X6 #2 SYP STUDS ATTACHED TO BEAM
AND FLOOR WITH (2) 1 1/2"X16"X18GA.
STRAPS WITH (6) #8 SCREWS AT EACH END
3-STUD COLUMN CONSTRUCTION:
(3) 2X4 OR (3) 2X6 #2 SYP STUDS ATTACHED TO BEAM
AND FLOOR WITH (2) 1 1/2"X16"X18GA.
STRAPS WITH (6) #8 SCREWS AT EACH END
FLOOR PLAN LEGEND
SD
IM
FEC
W H
TD
W
V
1 FLOOR PLAN
1/4"=1'-0" SQUARE FOOTAGE - 2693 SF.
SHEET :
A3.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
FLOOR PLAN (3 UNITS)
WINDOW SCHEDULE
MARK QUANTITY TYPE GLAZING
WIDTH HEIGHT
SIZE
HEAD HEIGHT SILL HEIGHT MINI-BLINDS NOTES
ROOM FINISH SCHEDULE
DOOR AND FRAME SCHEDULE
6'-9"
1'-0"
9" 2'
-1 0"
1'-0"
7' -0
A
.F .F
9'
-6
T- G
R
ID
C
EI
LI
N
G
APRON
3'-0"
3'-0"
2'-9"
2'-9" 5'-9"
9" 2'
-1 0"
7' -0
A
.F .F
9'
-6
T- G
R
ID
C
EI
LI
N
G
3'-0"
3'-3"
2'-6"
2'-6" 2'-10"
3"
2' -6
2' -6
38 1/2"
APRON
1 CABINET DETAIL
1/2"=1'-0" 2 CABINET DETAIL
1/2"=1'-0" SHEET :
A4.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
SCHEDULES AND CABINET
DETAILS
DEFGHIJKLM
1'-1" 10 "101
2"
1'-21 2"
1' -8
1 8"
1'-4"
1' -6
1 2"1'-111 2"
2' -0
2'-0"
4"
2' -0
"1'-21 4"
2' -0
2" 10
" 3" 10
4"
1' -8
1 8"
1'-21 4"
1' -8
1 8"
PC
EM
PP
PP
1'-35 8"
2' -0
1'-0"
2' -0
1'-11 8"
2' -0
1' -2
1 2"1'-35 8"
1' -2
1 2"
1'-0" 1' -2
1 2"1'-11 8"
8"
2' -0
7"
1' -9
1 2"
6"
1' -9
1 2"
1'-81 2"
1' -9
1 2"
1'-81 2"
1' -9
1 2"
4" 1'
-2 3 4"
4"
1' -7
1 4"
2'-0"
1' -7
1 4"
2'-0"
1' -8
1 8" 1'-21 4"
1' -8
1 8"
1'-65 8" 6"
1'-65 8" 1'
-3 5 8"
1' -1
1 4"
1' -1
1 4"
1'-7"
1' -8
3 8"
1'-7" 1'-7"
1' -8
3 8"
2'-0"2'-0"
1' -9
5 8"
1' -9
5 8"
2'-0"
2' -0
" 2'-0"
2' -0
1'-7" 2'-0"
61 8"
PP
PP
PP
PP
PP
PP
PP
CEILING LEGEND
1 REFLECTED CEILING PLAN
3/16"=1'-0"
SHEET :
A5.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
REFLECTED CEILING PLAN
(10 UNITS)
ABC
6"
1'-91 2"
8"10
8"
2' -0
81 8"
1'-41 4"
81 8"
1'-61 8"
1'-0"10
1'-0"
2' -0
1'-31 2"
2' -0
1'-113 8"
1' -3
7 8"
1'-77 8"
1' -3
7 8"
97 8"
2'-0"
8" 10
8"
2' -0
PPPP
CEILING LEGEND
1 REFLECTED CEILING PLAN
1/4"=1'-0"
SHEET :
A6.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
RELECTED CEILING PLAN
(3 UNITS)
1 OVERALL FURNITURE PLAN
NO SCALE
SHEET :
A7.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
FURNITURE PLAN
1 FURNITURE ISOMETRICS
NO SCALE
SHEET :
A7.1
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
FURNITURE ISOMETRICS
PC
EM
W H
GFI
+42
GFI
+42
GFI
+42
GFI WP
+15
GFI WP
+15
GFI WP
+15
GFI WP
+15
PP
PP
P
P
J
P
J
IG
+15
DED
GFI
D
D
P
H
H
H
H
H
D
D
D
D
D
D
D
WASH DRYSANI SPORT
W H
W H
GFI
+42
GFI
+42
DED
DED
+15
IG
+36
+15
IG
+15
+15
+96
+96
+96 +96
+96
+96 +96
+96
+96
+96
+96
+96
+96
+96
+96
+96
+15
+96
DED
IG
+36
DED
IG
+36
+36+36 DED
IG
+36
DED
IG
+15
+96
+96
+96
+15
+96
+96
+96
+96
+96
DED DED
30A
+96
+96+96
+96 +96 +96
+96 +96
+96 +96
+96 +96
H
+96
+96
+96
+96
+15
RECEPTACLE
ABOVE CEILING
DED
IG
+36
+36
IG
+15
+36
IG
+36
+36
+15
+36
RECEPTACLE
ABOVE CEILING
RECEPTACLE
ABOVE CEILING
RECEPTACLE
ABOVE CEILING
PP
PP
PP
PP
PP
PP
PP
D
LEGEND
110 CFM
P
H
PC
EM
30A
DED
PC
180 CFM
350 CFM
GFI
+42
GFI WP
+15
DED
DED
PP
EXIT
D
1 ELECTRICAL PLAN (10 UNIT)
3/16"=1'-0"
SHEET :
E1.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
ELECTRICAL PLAN
(10 UNITS)
W H
DED
ON WALL
DED
ON WALL
DED
IN CEILING
GFI
+42
GFI
+42
GFI
+42
DED
GFI WP
+15
GFI WP
+15
GFI WP
+15
GFI WP
+15
PP
IG
+36
+36
DED 30A
(NEMA L5-30)
P
H
P
H
P
J
+96 +96
D
D
DED
+96 +96+96+96 +96 +96
+96 +96
+96 +96
IG
+15
+15
IG
+36
+36
IG
+15
+15
IG
+36
+36
IG
+15
+15
IG
+36
+36
IG
+15
+15
IG
+36
+36
IG
+15
+15
PP
DED
LEGEND
110 CFM
P
H
PC
EM
30A
DED
PC
180 CFM
350 CFM
GFI
+42
GFI WP
+15
DED
DED
PP
EXIT
D
1 ELECTRICAL PLAN (3 UNIT)
1/4"=1'-0"
SHEET :
E2.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
ELECTIRCAL PLAN
(3 UNITS)
HRU-4
HRU-3
A H
(A
H U
-2
TO
N
3'-0"T-
AH4 (AHU-1)
4 TON
3' -0
AH3 (AHU-1)
4 TON
3' -0
HRU-2
HP-1
AH7 (AHU-2)
3 TON
30x9
18x9 E-1 11x9
AH10 (AHU-1)
4 TON
3' -0
AH9 (AHU-1)
4 TON
3' -0
AH8 (AHU-2)
3 TON
3' -0
11x9 T-23
AH6 (AHU-2)
3 TON
3' -0
E-3
E-311x9
18x9
HVAC LEGEND
AHU
3 TON
AHU
4 TON
HRU
1 HVAC PLAN
3/16"=1'-0"
SHEET :
M1.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
HVAC PLAN (10 UNITS)
HP-2
AH2 (AHU-1)
4 TON
3' -0
18x9 E-4
HRU-1
AH1 (AHU-1)
4 TON
3' -0
E-2
HVAC LEGEND
AHU
3 TON
AHU
4 TON
HRU
1 HVAC PLAN
1/4"=1'-0"
SHEET :
M2.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
HVAC PLAN (3 UNITS)
BREAK ROOM
MEN'S RESTROOM
WOMEN'S & MEN'S RESTROOM
WOMEN'S RESTROOM
DWV RISERS
VENT
WASTE
JANITOR'S ROOM
PLUMBING LEGEND
C
D
A
B
E
F
G
H
I
J
K
L
M
N
P
Q
R
S
T
U
V
W
X
Z
AA
BB
CC
DD
EE
FF
SUPPLY RISERS FOR (10 UNIT)
COLD WATER SUPPLY
HOT WATER SUPPLY
JANITOR'S ROOM
WOMEN'S RESTROOM
MEN'S RESTROOM
BREAK ROOM
DWV RISERS
VENT
WASTE
STAFF BREAKMEN'S STAFF RR
MEN'S STAFF RR
WOMEN'S STAFF RR
SUPPLY RISERS FOR (3 UNIT)
COLD WATER SUPPLY
HOT WATER SUPPLY
STAFF BREAK
WOMEN'S STAFF RESTROOM
MEN'S STAFF RESTROOM
SHEET :
P1.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
PLUMBING SCHEMATICS
'-9
" S
ID
E W
A
LL
H E
IG
H
T
'-8
5 8" A P
P R
O X
. S H
IP
P
IN
G
H E
IG
H
T
R-22 UNFACED FIBERGLASS BATTS
7' -9
" B
LO
C K
IN
G
H E
IG
H
T
9' -6
" C E
IL
IN
G H
E
IG
H T
14'-0"
9' -6
" B
LO
C K
IN
G
H E
IG
H
T
9' -8
" T O
B O
TT
O
M O
F B
E A
M
LC
14'-0"
LC
3' -2
14'-0"
LC LC
1/2" CDX PLYWOOD
R-11 UNFACED BATTENS
(ALL INTERIOR WALLS)
45 MIL BLACK EPDM
SINGLE PLY ROOFING 2X8 #2 SYP @ 24" O.C.
T-GRID SUSPENDED
CEILING SUPPLIED AND
INSTALLED ON-SITE BY MMG
1 1/8" STURD-I-FLOOR
R-30c INSULATION
W/ SUPPORT NETTING
SGL BOTTOM PLATE
2 X 4 #2 SYP OR EQUAL
@ 16" O.C.
5/8" VINYL COVERED GYPSUM
DBL TOP PLATE
3 PLY WEB GIRDER TRUSS
MATEBEAM 32 1/4"
BRACING
@ 96" O.C.
12'-0"
1/8" COMMERCIAL GRADE TILE
AT RESTROOMS AND JANITOR'S
ROOM ONLY (SEE ROOM FINISH
SCHEDULES)
5/8" TYPE-X GYPSUM SEE ROOM
FINISH SCH. FOR WALL FINISH
MAT ROOM
30 GA. GALVANIZED
STEEL
10" C-CHANNEL PERIMETER
FRAME WITH 1 1/2 X 3" X 8 X 3 X 1 1/2
X14 GAUGE CROSS MEMBERS AT
16" OR 12" O.C. (SEE SPEC FOR LOCATION)
2X3 #2 SPF OR BETTER AT 16"
OR 12" O.C. (TRANSVERSE)
(SEE SPEC FOR LOCATION)
13'-71
2" LENGTH OF 2X8 ROOF
THA213 HANGER OR EQUAL AT EACH
TRUSS BENT OVER TOP OF TRUSS
3 PLY WEB GIRDER TRUSS
MATEBEAM 32 1/4"
13'-3" LENGTH OF 2X8 ROOF 13'-3" LENGTH OF 2X8 ROOF 11'-3" LENGTH OF 2X8 ROOF
8"
THA213 HANGER OR EQUAL AT EACH
TRUSS BENT OVER TOP OF TRUSS
3 PLY WEB GIRDER TRUSS
MATEBEAM 32 1/4"
THA213 HANGER OR EQUAL AT EACH
TRUSS BENT OVER TOP OF TRUSS
'-9
" S
ID
E W
A
LL
H E
IG
H
T
'-8
5 8" A P
P R
O X
. S H
IP
P
IN
G
H E
IG
H
T
10" C-CHANNEL PERIMETER
FRAME WITH 1 1/2 X 3" X 8 X 3 X 1 1/2
X14 GAUGE CROSS MEMBERS AT
16" OR 12" O.C. (SEE SPEC FOR LOCATION)
R-22 UNFACED FIBERGLASS BATTS30 GA. GALVANIZED
STEEL
7' -9
" B
LO
C K
IN
G
H E
IG
H
T
9' -6
" C E
IL
IN
G H
E
IG
H T
14'-0"
9' -6
" B
LO
C K
IN
G
H E
IG
H
T
9' -8
" T O
B O
TT
O
M O
F B
E A
M
LC
14'-0"
3' -2
LC
14'-0"
10'-103 8"17'-97
8"
9' -0
" C E
IL
IN
G H
E
IG
H T
45 MIL BLACK EPDM
SINGLE PLY ROOFING 2X8 #2 SYP @ 24" O.C.
T-GRID SUSPENDED
CEILING SUPPLIED AND
INSTALLED ON-SITE BY MMG
R-30c INSULATION
W/ SUPPORT NETTING
2 PLY WEB GIRDER TRUSS
MATEBEAM 25"
BRACING
@ 96" O.C.
1 1/8" STURD-I-FLOOR
1/2" CDX PLYWOODHA4 OR HT5
@ 48" O.C.
SGL BOTTOM PLATE
5/8" TYPE-X VINYL
COVERED GYPSUM
DBL TOP PLATE
2 X 4 #2 SYP OR
EQUAL @ 16" O.C.
R-11 INSUL @ ALL
INTERIOR WALLS
FRP OVER 7/16" OSB
& 9GA. FLATTENED
EXPANDED METAL
2X6 CEILING JOISTS
@ 16" O.C.
FRP OVER 7/16" OSB
& 9GA. FLATTENED
EXPANDED METAL
1 1/8" STURD-I-FLOOR OVER 9 GA.
FLATTENED EXPANDED METAL
FINISHED ON-SITE BY MMG
2X3 #2 SPF OR BETTER AT 16"
OR 12" O.C. (TRANSVERSE)
(SEE SPEC FOR LOCATION)
MEN'S STAFF RESTROOM
STAFF AREA
COMM./O.I.T.
FRP PRELAMINATED
OVER 5/8" MR BOARD
FRP PRELAMINATED
OVER 5/8" MR BOARD
2 X 4 #2 SYP OR
EQUAL @ 16" O.C.
R-11 INSUL @ ALL
INTERIOR WALLS
5/8" TYPE-X VINYL
COVERED GYPSUM
7/16 ZIP SYSTEM SHEATHING
w/TAPED JOINTS
2 X 6 #2 SYP OR EQUAL
@ 16" O.C.
R-21 KRAFT-BACK
INSULATION
SINGLE 2X6 BOTTOM PLATE
#2 SYP OR BETTER
BLOCKING
DOUBLE 2X6 TOP PLATE
#2 SYP OR BETTER
2X4 PLATE FOR ON-SITE
TRUSS TO SIT ON
BLOCKING IN C-CHANNEL FOR
SHEATHING TO FASTEN TO
USE 16" X 1 1/2" X 30 GAUGE STRAPS
AT 16" O.C. WITH (12) 6d NAILS (6 UP
AND 6 DOWN) ROOF TO WALL AND
FLOOR TO WALL ALONG EXTERIOR WALLS
GRADE
LC
14'-0"
7/16 ZIP SYSTEM SHEATHING
w/TAPED JOINTS
2 X 6 #2 SYP OR EQUAL
@ 16" O.C.
R-21 KRAFT-BACK
INSULATION
BLOCKING
USE 16" X 1 1/2" X 30 GAUGE STRAPS
AT 16" O.C. WITH (12) 6d NAILS (6 UP
AND 6 DOWN) ROOF TO WALL AND
FLOOR TO WALL ALONG EXTERIOR WALLS
DOUBLE 2X6 TOP PLATE
#2 SYP OR BETTER
2X4 PLATE FOR ON-SITE
TRUSS TO SIT ON
CLASSROOM #1
5/8" VINYL COVERED GYPSUM
2 PLY WEB GIRDER TRUSS
MATEBEAM 25"
SINGLE 2X6 BOTTOM PLATE
#2 SYP OR BETTER
BLOCKING IN C-CHANNEL FOR
SHEATHING TO FASTEN TO
GRADE
1 BUILDING CROSS SECTION (10 UNIT)
3/8"=1'-0"
2 BUILDING CROSS SECTION (3 UNIT)
3/8"=1'-0"
3 FRONT ELEVATION
1/8"=1'-0"
4 REAR ELEVATION
1/8"=1'-0"
SHEET :
S1.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
ICE
CLIENT NAME:
DRAWING TITLE:
2/27/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
RMW
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
BUILDING CROSS SECTION
AND ELEVATIONS
'-9
" S
ID
E W
A
LL
H E
IG
H
T
10" C-CHANNEL PERIMETER
FRAME WITH 1 1/2 X 3" X 8 X 3 X 1 1/2
X14 GAUGE CROSS MEMBERS AT
16" OR 12" O.C. (SEE SPEC FOR LOCATION)
R-## UNFACED FIBERGLASS BATTS30 GA. GALVANIZED
STEEL
7' -9
" B
LO
C K
IN
G
H E
IG
H
T
9' -6
" C E
IL
IN
G H
E
IG
H T
9' -6
" B
LO
C K
IN
G
H E
IG
H
T
9' -8
" T O
B O
TT
O
M O
F B
E A
M
45 MIL BLACK EPDM
SINGLE PLY ROOFING 2X8 #2 SYP @ 24" O.C.
T-GRID SUSPENDED
CEILING SUPPLIED AND
INSTALLED ON-SITE BY MMG
R-##c INSULATION
W/ SUPPORT NETTING
2 PLY WEB GIRDER TRUSS
MATEBEAM 25"
BRACING
@ 96" O.C.
1 1/8" STURD-I-FLOOR
1/2" CDX PLYWOOD
SGL BOTTOM PLATE
5/8" TYPE-X VINYL
COVERED GYPSUM
DBL TOP PLATE
2X3 #2 SPF OR BETTER AT 16"
OR 12" O.C. (TRANSVERSE)
(SEE SPEC FOR LOCATION)
2 X 4 #2 SYP OR
EQUAL @ 16" O.C.
R-## INSUL @ ALL
INTERIOR WALLS
5/8" TYPE-X VINYL
COVERED GYPSUM
7/16 ZIP SYSTEM SHEATHING
w/TAPED JOINTS
2 X 6 #2 SYP OR EQUAL
@ 16" O.C.
R-## KRAFT-BACK
INSULATION
SINGLE 2X6 BOTTOM PLATE
#2 SYP OR BETTER
BLOCKING
DOUBLE 2X6 TOP PLATE
#2 SYP OR BETTER
BLOCKING IN C-CHANNEL FOR
SHEATHING TO FASTEN TO
28'-0"
METAL or PLYWD.
SPLICE PLATES BOTH
SIDES OF EACH TRUSS
2x8 BEARING PLATE
@ TRUSS MATE-LINE
GUTTER &
DOWNSPOUTS
26ga. PREFINISHED
PRE-ENGINEERED MONO-TRUSSES 24" C-C
SPLICE @ CENTERLINE OF SPAN
( ACTUAL CONFIGURATION AS SPEC'D
BY TRUSS MANUFACTURER. )
2x6 PERIMETER
BEARING PLATEPORCH BEAM
2x6 PERIMETER
BEARING PLATE
GUTTER &
DOWNSPOUTS
2x4 TRUSS BRACING
CONT., AS REQUIRED
2x6 PERIMETER
BEARING PLATE
MID-SPAN
( OPT'L. )
HIGH RIB STEEL ROOFING
OVER 30# ROOF FELT
OVER 5/8" nom. ROOF DECKING
H2.5 ( or equal )
HURRICANE STRAPS
AT EA. TRUSS, EA. END
"L" HOLD-DOWN
CLIPS @ EA. TRUSS
8'-0" 6'-10" 27'-41 4"
Site installed metal Roof
SHEET :
S1.1
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
ICE
CLIENT NAME:
DRAWING TITLE:
5/7/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
LBM
LONGITUDINAL SECTION
ARCH. ELEVATION
1 1/4" = 1'-0"
LONGITUDINAL SECTION
2 N.T.S.
FRONT ELEVATION
Module Sp.
14'-03
4" 12'-03 4"
11'-1"
14'-1" Module Sp. Module Sp.Module Sp.Module Sp.Module Sp.Module Sp.
7' -2
A
A
B B
C C
D D
B
B
GENERAL NOTES:
DET B-B DET C-C
C C C C C C C C C C C C C C C C C C C C
B B
A
A
A
A
A
A
B
B
B
B
B
B
DET A-A
B B
D D
DET D-D
11'-1" 43'-1"
F
F
E
E
F
F
F
F
DET E-E DET F-F
Front Porch Slab
B re ez ew ay
S la b
G
G
DET G-G
B B
DET H-H
H H
Side Porch
8' -1
2'-0" typ.
WELD PLATE
DETAIL
ty p.
ty p.
ty p.
ty p.
14'-03 4"
Module Sp.
14'-03
4" 14'-03 4"
Module Sp. Module Sp.
14'-03
4" Module Sp.
14'-03 4"
Module Sp.
14'-03
4" Module Sp.
7' -0
7'
-0
7' -0
7' -2
7'
-0
7' -0
7'
-0 typ.
'-0
'-0
'-0
2'-0"
6' -1
6' -1
'-0
'-0
'-0
6' -1
'-0
2'-0" typ.
2'-0" typ.
8' -0
108'-0" 38'-0"
70'-0"
SHEET :
S2.0
PR
O
JE
C
T N
A M
E
PLOT DATE:
DRAWN BY:
REVISIONS:
M O
D U
LA
R
M G
M T.
G R
O U
P
R
O G
E R
S R
O A
D
FO
R T
W O
R
TH
, T X
7.
0.
ICE
CLIENT NAME:
DRAWING TITLE:
5/7/2012
N
FT
TU
FO
R T
B E
N N
IN
G
, G A
LBM
FOUNDATION PLAN
1 1/8" = 1'-0"
FOUNDATION PLAN
| 01.FtBenning.Submittal.G1.0 |
| FtBenning.Submittal.A0.0 |
| FtBenning.Submittal.A1.0 |
| FtBenning.Submittal.A2.0 |
| FtBenning.Submittal.A3.0 |
| FtBenning.Submittal.A4.0 |
| FtBenning.Submittal.A5.0 |
| FtBenning.Submittal.A6.0 |
| FtBenning.Submittal.A7.0 |
| FtBenning.Submittal.A7.1 |
| FtBenning.Submittal.E1.0 |
| FtBenning.Submittal.E2.0 |
| FtBenning.Submittal.M1.0 |
| FtBenning.Submittal.M2.0 |
| FtBenning.Submittal.P1.0 |
| FtBenning.Submittal.S1.0 |
| FtBenning.Submittal.S1.1 |
| FtBenning.Submittal.S2.0 |
File details come from the government source that posted it. Updated .