JA51937_AMD5_Drawings.pdf
PDF 8 MB Posted
- Attached to
- Basic Training Complex IV Phase I Federal contract opportunity
- Solicitation number
- W912HP-15-R-0004
About this file
W912HP-15-R-0004 JA51937_AMD5_Drawings
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Award_Notice.pdf | ||
| 15R00040008Amendment_8.pdf | ||
| 15R00040007Amendment_7.pdf | ||
| JA51937_AMD6_Specs.pdf | ||
| JA51937_AMD6_CADD_Proposed_Grading_Plan.dgn | — | |
| JA51937_AMD6_CADD_Existing_Topography.dgn | — | |
| Amendment_6.pdf | ||
| JA51937_AMD6_Drawings.pdf | ||
| Amendment_5.pdf | ||
| JA51937_AMD5_Specs.pdf | ||
| Amendment_4.pdf | ||
| JA51937_AMD3_Specs.pdf | ||
| Amendment_3.pdf | ||
| JA51937_AMD3_Drawings.pdf | ||
| Amendment_2.pdf | ||
| Amendment_1.pdf | ||
| W912HP-15-R-0004_Solicitation.pdf | ||
| CombineddrawingsJA51937_RTA_V2-V4.PDF | ||
| JA51937_RTA_V1.pdf | ||
| Combined_SpecsJA51937vol1-7.pdf | ||
| Combined_Design_Analysis.pdf |
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01-SEP-2015 12:51
K6ENHDSB
FORT JACKSON, SOUTH CAROLINA
TRAINEE BARRACKS COMPLEX 4, PH 1
721-81-09
CATEGORY CODE:
CHARLESTON DISTRICT
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
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L E
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SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
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SIZE: D
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IP_PW P:dms18391\jp4es107.dgn
01-SEP-2015 12:51
K6ENHDSB
FORT JACKSON, SOUTH CAROLINA
TRAINEE BARRACKS COMPLEX 4, PH 1
721-81-09
CATEGORY CODE:
CHARLESTON DISTRICT
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
C H
A R
L E
S T
O N
O F
E N
G
IN
E E
R S
U S
A R
M Y
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FILE NAME:
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01-SEP-2015 12:51
K6ENHDSB
FORT JACKSON, SOUTH CAROLINA
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721-81-09
CATEGORY CODE:
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FORT JACKSON, SOUTH CAROLINA
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721-81-09
CATEGORY CODE:
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2 REVISED IN ACCORDANCE WITH AMENDMENT 0005 26 AUG 15 SJA
SOLICITATION NO.:
FILE NAME:
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01-SEP-2015 12:51
K6ENHDSB
FORT JACKSON, SOUTH CAROLINA
TRAINEE BARRACKS COMPLEX 4, PH 1
721-81-09
CATEGORY CODE:
CHARLESTON DISTRICT
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
C H
A R
L E
S T
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SJAREVISED IN ACCORDANCE WITH AMENDMENT 0003 18 AUG 15
REVISED IN ACCORDANCE WITH AMENDMENT 0005 26 AUG 15 SJA
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
D
C
A B
DATE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DESCRIPTION DATE
CONTRACT NO.:
SYMBOL BY
N U
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F E
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N C
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P L
A T
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S H
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IP
P
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:d m s
\jp e s
.d
100.00003:1 9/1/2015 jp4es601.dgn
SIZE: D
22"X34"
IP_PW P:dms18391\jp4es601.dgn
01-SEP-2015 12:51
K6ENHDSB
FORT JACKSON, SOUTH CAROLINA
TRAINEE BARRACKS COMPLEX 4, PH 1
721-81-09
CATEGORY CODE:
CHARLESTON DISTRICT
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
C H
A R
L E
S T
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O F
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G
IN
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01 JUN 2015S. AARON
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SJAREVISED IN ACCORDANCE WITH AMENDMENT 0003 18 AUG 15
2 REVISED IN ACCORDANCE WITH AMENDMENT 0005 26 AUG 15 SJA
SOLICITATION NO.:
FILE NAME:
DW N BY: CKD BY:
DESIGNED BY:
D
C
A B
DATE:
SUBMITTED BY:
PLOT SCALE: PLOT DATE:
DESCRIPTION DATE
CONTRACT NO.:
SYMBOL BY
N U
M B
E R
R E
F E
R E
N C
E
P L
A T
E
S H
E
E N
H D
S B
-S
E P
-2
:5
IP
P
W P
:d m s
\jp e s
.d
100.00003:1 9/1/2015 jp4es603.dgn
SIZE: D
22"X34"
IP_PW P:dms18391\jp4es603.dgn
01-SEP-2015 12:51
K6ENHDSB
FORT JACKSON, SOUTH CAROLINA
TRAINEE BARRACKS COMPLEX 4, PH 1
721-81-09
CATEGORY CODE:
CHARLESTON DISTRICT
CORPS OF ENGINEERS
U. S. ARM Y ENGINEER DISTRICT
C H
A R
L E
S T
O N
O F
E N
G
IN
E E
R S
U S
A R
M Y
C O
R P
S
CIVIL
01 JUN 2015S. AARON
J.A.G.
COL
METAL ROOF DECK,
SEE PLAN
STEEL COLUMN,
SEE PLAN
STEEL BEAM,
SEE PLAN, (TYP)
WT SHEAR CONNECTION
BY STEEL FABRICATOR,
(TYP)
TYP.
T/STEEL
SEE PLAN
1/2" CAP PLATE
0' - 1"
COL
METAL ROOF DECK,
SEE PLAN
STEEL JOIST,
SEE PLAN
STEEL BEAM,
SEE PLAN
JOIST TOP CHORD
EXTENSION, TYPE S11
SU
PP
O R
T
ED
G E
JO
IS
T
SE
AT
3"
A T
6" DEFLECTION
TRACK BY LIGHT
GAGE SUPPLIER
6" STUD BY LIGHT
GAGE SUPPLIER
BOTTOM CHORD BRACE AT
EVERY OTHER JOIST
1' - 8 1/2"
T/STEEL
SEE PLAN
4"x3"x1/4" X CONT
BENT PLATE (LLV)
STEEL BENT PLATE, WELD TO
METAL ROOF DECK (NOT SHOWN,
SEE 7/S-507)
COL
STEEL JOIST, FIELD BOLTED
CONNECTION AT COLUMN,
SEE PLAN
STEEL BENT PLATE, WELD TO
METAL ROOF DECK (NOT SHOWN,
SEE 7/S-507 )
STEEL CAP PLATE, ALIGN WITH
T/BEAM (NOT SHOWN)
STEEL COLUMN,
SEE PLAN
STEEL BEAM,
SEE PLAN
JOIST TOP CHORD
EXTENSION, TYPE S11
STABILIZER PLATE - WELD AFTER
ALL DEAD LOADS ARE APPLIED
WT SHEAR CONNECTION BY
STEEL FABRICATOR
T/STEEL
SEE PLAN
METAL ROOF DECK,
SEE PLAN
SU
PP
O R
T
ED
G E
JO
IS
T
SE
AT
3"
A T
4"x3"x1/4" X CONT
BENT PLATE (LLV)
1' - 8 1/2"
STEEL JOIST,
SEE PLAN, (TYP)
BOTTOM CHORD BRACE
AT EVERY OTHER JOIST
STAGGERED
CENTER OF BEAM, OFFSET
JOIST IN PLAN AS NEEDED
STEEL BEAM,
SEE PLAN
T/STEEL
SEE PLAN
COL
METAL ROOF DECK,
SEE PLAN
18GA MIN. RIDGE PLATE
COL
METAL ROOF DECK,
SEE PLAN
STEEL JOIST,
SEE PLAN, (TYP)
STEEL COLUMN,
SEE PLAN STABILIZER PLATE - WELD
AFTER ALL DEAD LOADS
ARE APPLIED
T/STEEL
SEE PLAN
18GA MIN. RIDGE PLATE
ALL JOISTS BEARING AT
COLUMNS SHALL HAVE
WELDED CONNECTIONS
AFTER BEING BOLTED IN
PLACE
J
JO
IS
T
SE
AT
1/ 2"
A T
C .L
BOND BEAM
TOP OF CMU 14' - 10 3/4"
METAL ROOF DECK,
SEE PLAN
1/2" CONT. STEEL PLATE
WITH 3/4" DIA. ANCHOR
BOLT @ 24" WITH 6"
EMBEDMENT
STEEL BENT PLATE, WELD
TO METAL ROOF DECK
(NOT SHOWN, SEE 7/S-507)
KTOP OF CMU 18' - 0"
BOND BEAM
STEEL JOIST,
SEE PLAN
6"X3"X1/2" EMBEDDED PLATE
WITH (2)3/4"DIA X 6" STUDS
PER PLATE IN GROUT FILLED
CELLS
4"
IN
SE
T
JO
IS
T
SE
AT
1/ 2"
A T
METAL ROOF DECK,
SEE PLAN
JOIST POCKET
8"X3"X1/4"XCONT
BENT PLATE DECK
SUPPORT ANGLE
5/8" DIA SCREW ANCHOR @
24" O.C. MAX CENTERED IN
GROUT FILLED CELLS WITH
MIN 4 1/2" EMBEDMENT
PROVIDE HORIZONTAL BOND
BEAM AT JOIST AND DECK
BEARING ELEVATION WITH
(1)#4 BAR IN GROUT FILLED
CELLS
BOND BEAM
TOP OF CMU 18' - 0"
METAL ROOF DECK,
SEE PLAN
CONT. L4X4X1/4 DECK
SUPPORT ANGLE
5/8" DIA SCREW ANCHOR @
24" O.C. MAX CENTERED IN
GROUT FILLED CELLS WITH
MIN 4 1/2" EMBEDMENT
BOND BEAM WITH (1) #4
IN GROUT FILLED CELL
AT BEARING LOCATIONS
TOS 2ND FLOOR
13' - 7 1/2"
HI
BOND BEAM
METAL ROOF DECK,
SEE PLAN
STEEL BEAM,
SEE PLAN
COMPOSITE FLOOR SLAB,
SEE PLAN
1/2" CONT. STEEL PLATE
WITH 3/4" DIA. ANCHOR
BOLT @ 24" WITH 6"
EMBEDMENT
STEEL BENT PLATE, WELD
TO METAL ROOF DECK
(NOT SHOWN, SEE 7/S-507)
BRICK COURSE
18' - 0"
TOP OF CMU
16' - 0"4'
9"
HSS4X4X3/8 @ INTERSECTING
FLOOR BEAM WHERE POSSIBLE,
7' O/C MAX
6"X4"X3/8" (LLV)
BRICK SUPPORT
PLATE
REFERENCE
NUMBER
1 2 3 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
D
FI
LE
N A
M E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
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PS
O F
EN
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IN
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R S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
P
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T
SC
A
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P
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SHEET
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8/
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:5 6:
P
M
BA
R
R
AC
K S
J
U N
CHARLESTON
J.
W hi tta ke r
TJ
D
FY
PN
7B
KS
_S
-5
.D G
N
1-
-0
S-506
TY
PI
C
AL
S
TR
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T U R
A L D
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AI
L S
C H
AR
LE
ST
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IS
TR
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T
TR
AI
N E E
B
AR
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AC
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C
O M
PL
EX
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FO
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T
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O N
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C R
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O N
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ED
IN
A C
C O
R D
AN
C
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IT
H
A M
EN
D
M
EN
T
A U
G
C
H A
TYPICAL BEAM TO COL - AT ROOF1 JOIST BEAM BEARING3JOIST BEARING AT EXT. COL2
JOIST BEARING AT INT. BEAM5JOIST BEARING AT INT. COL4
JOIST BEARING AT INT. CMU7
JOIST BEARING AT EXT. CMU6
ROOF DECK - PARAPET DETAIL9JOIST BEARING AT INT. CMU8
1' -4
3'
-2
3' -0
1'
-1 0"
1' -8
9' -4
7'
-0
'-2
4'-0" 6'-1 1/2"3'-8" 1'-0" 2'-10"
7'-6"
4'-0"
1'-9" 4'-8" 9'-4" 4'-8"
9' -0
3'-7"
1 1
3 3
A-223
A-220
A-2202
A-2212
B.6
A-405
A-405
C 6'-7 1/2"
3' -0
1'
-8
1' -8
2'-1" 4'-6 1/2"
HIGH/LOW WATER
COOLER 1
A-2231
LENT COLLECTOR
RE: MECH.
B
C
'-2
'-1
1" 2'
-6
5'-2" 1'-10"
2'-6"
MOP SINK
4' -0
9'-6"
7'-0"
6' -9
'-2
FEC
FOLDING TABLE
W/ BASE CABINET
(TYP.)
A-2221 3
WASHER (GFGI)
FLOOR DRAIN. REFER
TO MECHANICAL (TYP.)
B.6
STACKED DRYER
(GFGI)
ELECTRICAL PANEL
RE: ELECTRICAL
RCBN (N.I.C.)
C
2'-1" 2'-11" 1'-10" 3'-8"
3' -0
3'
-8
2' -1
0"
4' -8
6'-10"
3' -0
8.5
8"
A-2234
A-405
PLATE
REFERENCE
NUMBER
1 2 3 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
D
FI
LE
N A
M E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
C
AT
EG
O
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C O
D E:
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET
/8
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9/ 2/
2:
:3
PM
BA
R
R
AC
K S
J
U N
CHARLESTON
R . M ca ul ey
FY
PN
7B
KS
_A
-1
.D G
N
1-
-0
A-130
EN
LA
R G
ED
F
LO
O
R P
LA
N
S
C H
AR
LE
ST
O
N D
IS
TR
IC
T
TJ
D
TR
AI
N E E
B
AR
R
AC
KS
C
O M
PL
EX
, P
H
FO
R
T
JA
C
KS
O N
, S O
U
TH
C
AR
O
LI
N A
3/8" = 1'-0"A-130
1 ENLARGED TOILET/SHOWER PLAN (TYP)
3/8" = 1'-0"A-130
2 ENLARGED JANITOR PLAN (TYP)
3/8" = 1'-0"A-130
3 ENLARGED LAUNDRY PLAN (TYP)
3/8" = 1'-0"A-130
ENLARGED MENS TOILET PLAN (TYP)
WOMENS TOILET (TYP) (MIRRORED)
MOP SINK
DAB
DRESSING AREA
BENCH (DAB)
TOILET TISSUE DISPENSER
RE: SPECIFICATIONS (TYP.)
SY
M
BO
L
D
ES
C R
IP
TI
O N
D
AT
E
BY
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
A U
G
R
H
FIN.FLOOR
0"
STACKED DRYERS
(GFGI)
LIGHT FIXTUERE,
RE: ELECTRICAL
FLOOR DRAIN.
RE: PLUMBING
POWER OUTLET,
RE: ELECTRICAL
STAINLESS STEEL FOLDING
TABLE (GFGI)
ELECTRICAL PANEL,
RE: ELECTRICAL
RCBN (N.I.C.)
FIN.FLOOR
0"
STACKABLE DRYER
(GFGI)
STAINLESS STEEL FOLDING
TABLE (GFGI) WASHER (GFGI)
TILE WALL, RE: INTERIOR
DESIGN FOR COLOR AND
PATTERN
LIGHT FIXTURE,
RE: ELECTRICAL
FLOOR DRAINS,
RE: PLUMBING
WALL MOUNTED MOP HOLDER
RE: SPECIFICATIONS
FIN.FLOOR
0"
WASHERS
(GFGI)
LIGHT FIXTURES,
RE: SPECIFICATIONS
TILE WALL FINISH,
RE: INTERIOR DESIGN
HVAC FIXTURE
RE: MECHANICAL
WALL MOUNTED MOP HOLDER
RE: SPECIFICATIONS
MOP SINK
A-221
FIN.FLOOR
0"
STACKABLE DRYER
(GFGI)
STAINLESS STEEL
FOLDING TABLE
(GFGI)
WASHER (GFGI)
LIGHT FIXTURE,
RE: SPECIFICATIONS
FAUX FENESTRATION
PLATE
REFERENCE
NUMBER
1 2 3 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
D
FI
LE
N A
M E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET
/2
'-0
9/ 2/
2:
:5
PM
BA
R
R
AC
K S
J
U N
CHARLESTON
R . M ca ul ey
FY
PN
7B
KS
_A
-2
.D G
N
1-
-0
A-222
EN
LA
R G
E D
IN
TE
R
IO
R
E L
EV
AT
IO
N S
C O
N T.
C H
AR
LE
ST
O
N D
IS
TR
IC
T
TJ
D
TR
AI
N E E
B
AR
R
AC
KS
C
O M
PL
EX
, P
H
FO
R
T
JA
C
KS
O N
, S O
U
TH
C
AR
O
LI
N A
1/2" = 1'-0"A-222
1 LAUNDRY ELEVATION 1 (DRYERS)
1/2" = 1'-0"A-222
2 LAUNDRY ELEVATION 2
1/2" = 1'-0"A-222
3 LAUNDRY ELEVATIONS 3 (DRYERS)
1/2" = 1'-0"A-222
4 LAUNDRY ELEVATION 4
GENERAL NOTES:
1. REFER TO INTERIOR DESIGN FOR TILE PATTERN AND FINISHES
SY
M
BO
L
D
ES
C R
IP
TI
O N
D
AT
E
BY
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
A U
G
R
H
3 5/8" METAL
STUDS @
16" O.C.
5/8" TYPE X GYP.
BOARD (CEMENT
BOARD @ CER.
WALL TILE)
BASE
PLAN
TOP
CEILING AS
SCHEDULED
3 5/8"
FLOOR OR
ROOF DECK
FIRESTOPPING
MATERIAL
FIRE SEALANT
6" METAL
STUDS @
16" O.C.
TWO LAYERS OF 1/2" GYP.
BOARD
BASE
PLAN
TOP
CEILING AS
SCHEDULED
DECK
ACC.
SEALANT
BASE AS SCHED. BASE AS SCHED.
BATT INSUL
(R-12)
ACC. BATT
INSUL (R-19)
ACC.
SEALANT
3 5/8" METAL
STUDS @
16" O.C.
5/8" GYP. BOARD
(CEMENT BOARD
@ CER. WALL TILE
BASE
PLAN
TOP
6"
CEILING AS
SCHEDULED
BATT INSULATION
AT SOUND RATED
PARTITIONS (R-15)
BASE AS SCHED.
FLOOR AS SCHED.
3 5/8" METAL
STUDS @
16" O.C.
TWO LAYERS OF 5/8"
TYPE X GYP.
BOARD
BASE
PLAN
TOP
3 5/8"
MINERAL WOOL
NOGGINGS ALL
SIDES OF STRL
STEEL BEAM
FIRE SEALANT
BASE AS SCHED.
BATT INSUL
(R-12)
3 5/8" METAL STUDS
@ 16" O.C.
BASE
PLAN
TOP
REF. PLAN
CEILING AS
SCHEDULED
6"
5/8" GYP. BD.
(CEMENT BD. @
CERAMIC WALL
TILE) TYP
BRACE AS
REQ'D
BRACE AS
REQ'D
BASE AS SCHED.
BLOCKING
AS REQ'D
BASE
PLAN
TOP
STOREFRONT
WALL SYSTEM
CEILING AS
SCHEDULED
METAL BRACING
AS REQUIRED
BY
MFR- RE:
SPECIFICATIONS
1 5/8" METAL
FURRING @
24" O.C.
1/2" GYP.
BD.
CEILING AS
SCHEDULED
BASE
BASE AS SCHED.
DECK
FLOOR AS SCHED.
BASE
CEILING AS
SCHEDULED
BASE AS SCHED.
DECK
FLOOR AS SCHED.
CEILING AS
SCHEDULED
BASE
8" CMU WALL (1-HR
RATED) - UL DESIGN
NO. U914 (SIM)
BASE AS SCHED.
DECK
FLOOR AS SCHED.
REF. PLAN
BASE
CEILING AS
SCHEDULED
8" REINFORCED
CONCRETE WALL
- REF TO STR'L
DRWGS FOR ALL
REINFORCING
BASE AS SCHED.
DECK
FLOOR AS SCHED.
2 1/2" METAL
STUD
FURRING
1/2" GYP. BD.
3 5/8" METAL STUDS
@ 16" O.C.
BASE
PLAN
TOP
REF. PLAN
CEILING AS
SCHEDULED
6"
BRACE AS
REQ'D
BASE AS SCHED.
BLOCKING
AS REQ'D
REF. PLAN
(STC 43) (STC 55) (STC 46) (STC 51) (STC 59) (STC 35) (STC 67) (STC 48) (STC 76) (STC 90) (STC 59)
BATT INSUL
(R-12)
BATT INSUL
(R-12)
UL DESIGN NO. U425 (1-HR) UL DESIGN NO. U425 (2-HR)
EXTEND TO
UNDERSIDE OF
STRUCTURE AT
CORRIDORS
1 5/8" METAL
FURRING @
24" O.C.
1/2" GYP. BD.
EXTEND WALL
TYPE 7 TO CLOSE
TO UNDERSIDE
OF STRUCTURE
AT 1-HR CLOSURE
CEILING AS
SCHEDULED
CONT. FIRE/SMOKE
STOP SEALANT
BOTH SIDES
2 HOUR FIRE RATED
CONCRETE FLOOR SLAB
UL DESIGN D929
TWO LAYERS OF 5/8"
FIRE RATED GYP.
BOARD EA. SIDE
MINERAL WOOL
FIRE SAFING
8" CMU WALL (2-HR
RATED - UL DESIGN
NO. U905 (SIM)
WHERE REQUIRED)
5/8" GYP. BD.
(CEMENT BD. @
CERAMIC WALL
TILE) TYP
UL DESIGN NO. U905 (2-HR)UL DESIGN NO. U419 (1-HR)
8" CMU WALL (2-HR
RATED - UL DESIGN
NO. U905 (SIM)
WHERE REQUIRED)
UL DESIGN NO. U905 (2-HR)
C H
AS
E
(N O
T R
AT
ED
SIM. TO
PARTITION
TYPE 3
TYPICAL UNDERSIDE OF DECK
CONDITIONS:
1. FOR ALL FIRE RATED, SMOKE RATED AND SOUND RATED
PARTITIONS, PACK FLUTES WITH SAFING INSULATION
(COMPRESSIBLE FILLER) - SEAL PACKED FLUTES WITH 1''
THICK MINIMUM FIRE RESISTANT COMPOUND (ACOUSTIC AT
SOUND RATED) - EACH SIDE.
2. AT NON-FIRE, NON-SMOKE, NON-THERMAL, NON-SOUND
RATED, NO FILLER IS REQUIRED.
3. AT PARTITIONS PARALLEL TO 'OPEN' DECK FLUTES,
SPAN FLUTES WITH CONT. GALV. 18 GAGE METAL PLATE.
FILLING FLUTES IS NOT REQUIRED. NO PLATE IS
REQUIRED AT PARTITIONS UNDER 'CLOSED' FLUTES.
PARTITION PERPENDICULAR
TO METAL DECK FLUTES
PARTITION PARALLEL
TO METAL DECK FLUTES
LONG LEG DEFLECTION TRACK
- FASTEN TO DECK /
STRUCTURE ABOVE
DO NOT FASTEN GYP. BOARD
OR STUD TO LONG LEG
DEFLECTION TRACK
DO NOT FASTEN GYP.
BOARD OR STUD TO LONG
LEG DEFLECTION TRACK
JOISTS IN ELEVATIONJOISTS IN SECTION
PLATE
REFERENCE
NUMBER
1 2 3 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
D
FI
LE
N A
M E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET
A s in di ca te d
9/ 2/
2:
:3
PM
BA
R
R
AC
K S
J
U N
CHARLESTON
R . M ca ul ey
FY
PN
7B
KS
_A
-6
.D G
N
1-
-0
A-601
PA
R
TI
T I
O N
T
YP
ES
C H
AR
LE
ST
O
N D
IS
TR
IC
T
TJ
D
TR
AI
N E E
B
AR
R
AC
KS
C
O M
PL
EX
, P
H
FO
R
T
JA
C
KS
O N
, S O
U
TH
C
AR
O
LI
N A
PARTITION TYPES1
PARTITION TO DECKING DETAIL1
DEFLECTION TRACK DETAILS 1
PARTITION NOTES:
1. ALL GWB WALLS SHALL BE IMPACT RESISTANT TYPE TO 8' AFF.
SY
M
BO
L
D
ES
C R
IP
TI
O N
D
AT
E
BY
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
A U
G
R
H
SEE SCHED. 6'-0"SEE SCHED.
4"
4"
6" 2'
-1
5"6"
7' -0
6'-0"
7' -0
SE
E
SC
H
ED
SE
E
SC
H
ED
TYPE 01 TYPE 02 TYPE 03 TYPE 04TYPE A TYPE B TYPE C TYPE D TYPE E
4"
4"
4" 4"
SEE DOOR TYPE
SE
E
D O
O R
T
YP
E
SEE DOOR TYPE
SE
E
D O
O R
T
YP
E
2"
2" 2"
2"
2" 2"
SEE DOOR TYPE
SE
E
D O
O R
T
YP
E
SEE DOOR TYPE
SE
E
D O
O R
T
YP
E
SE
E
SC
H
ED
SEE SCHED.
TYPE F
CLASS 5 VAULT DOOR
W/ DAY GATE
7' -0
/2
4'-3"
TYPE G
DAY GATE
FOR DOOR
TYPE F
7' -0
4'-0"
1' -2
PLATE
REFERENCE
NUMBER
1 2 3 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
D
FI
LE
N A
M E:
D
AT
E :
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U .S
. A R
M Y
EN
G
IN
EE
R D
IS
TR
IC
T
C O
R
PS
O F
EN
G
IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
C
AT
EG
O
R Y
C O
D E:
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET
/4
'-0
9/ 2/
2:
:0
PM
BA
R
R
AC
K S
J
U N
CHARLESTON
R . M ca ul ey
FY
PN
7B
KS
_A
-6
.D G
N
1-
-0
A-603
D O
O R
S C
H
ED
U
LE
C H
AR
LE
ST
O
N D
IS
TR
IC
T
TJ
D
TR
AI
N E E
B
AR
R
AC
KS
C
O M
PL
EX
, P
H
FO
R
T
JA
C
KS
O N
, S O
U
TH
C
AR
O
LI
N A
DOOR TYPE
FIRST FLOOR DOOR SCHEDULE
Door Number Type
DOOR
Fire
Rating
FRAME
Hardware CommentsMaterial Finish
SIZE
Type Material Finish
DETAILS
Width Height Thickness Head Jamb Sill
101 C ALUM 6'-0" 7'-0" 2" 2" 1/A-605 ALUM 7/A-540 8/A-540 9/A-540 BHW-1
101A C ALUM 6'-0" 7'-0" 2" 2" 8/A-605 ALUM 7/A-540 8/A-540 9/A-540 BHW-2
102 B SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
103 B SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
104 B SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
105 B SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
106 204 ALUM 3'-0" 7'-1" 1 3/4" 30 MIN 6/A-605 ALUM 6/A-541 7/A-541 3/A-541 BHW-4 106A 204 ALUM 3'-0" 7'-1" 1 3/4" 30 MIN 6/A-605 OH ALUM 6/A-541 7/A-541 3/A-541 BHW-4
107 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-12
108 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-12
109 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-16
110 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-11
113 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-11
114 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-16
115 49 ALUM 3'-0" 7'-0" 3/A-605 ALUM 7/A-540 8/A-540 9/A-540 BHW-3
116 A SCWD 6'-0" 7'-0" 2" 90 MIN 4 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-8
116A A SCWD 6'-0" 7'-0" 2" 90 MIN 4 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-8
116B 206 HLW MTL 3'-0" 7'-0" 1 3/4" - 1 HLW MTL 1/A-540 2/A-540 3/A-540 BHW-5
116C 206 HLW MTL 3'-0" 7'-0" 1 3/4" - 1 HLW MTL 1/A-540 2/A-540 3/A-540 BHW-5
117 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
118 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
119 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
120 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
121 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
122 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
123 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-14
123A B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-14
124 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
124A B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
125 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-12
126 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-13
127 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
128 A HLW MTL 3'-6" 7'-0" 2" 90 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-15
130 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
131 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
132 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-13
133 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-12
134 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
134A B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
135 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-14
135A B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-14
136 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
137 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
138 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
139 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
140 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
141 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
142 A SCWD 6'-0" 7'-0" 2" 90 MIN 4 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-8
142A A SCWD 6'-0" 7'-0" 2" 90 MIN 4 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-8
142B 206 HLW MTL 3'-0" 7'-0" 1 3/4" - 1 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-5
142C 206 HLW MTL 3'-0" 7'-0" 1 3/4" - 1 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-5
143 204 ALUM 3'-0" 6'-10 3/4" 1 3/4" 30 MIN 3/A-605 OH ALUM 7/A-540 8/A-540 9/A-540 BHW-3
144 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-11
145 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-16
147 F VAULT 4'-0" 7'-0" 2" VAULT VAULT 12/A-541 13/A-541 14/A-541 VAULT DOOR W/ DAY GATE
149 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-16
150 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-11
151 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 10/A-541 11/A-541 3/A-541 BHW-10
152 215 HLW MTL 6'-0" 7'-0" 1 3/4" - 2 HLW MTL 8/A-541 9/A-541 3/A-540 BHW-6
152A A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 4/A-541 5/A-541 3/A-541 BHW-10
153 214 HLW MTL 3'-6" 7'-0" 1 3/4" - 1 HLW MTL 8/A-541 9/A-541 3/A-540 BHW-7
153A 214 HLW MTL 3'-6" 7'-0" 1 3/4" - 1 HLW MTL 8/A-541 9/A-541 3/A-540 BHW-7
154 C ALUM 6'-0" 7'-0" 2" 2" 7/A-605 ALUM 7/A-540 8/A-540 9/A-540 BHW-2
155 C ALUM 6'-0" 7'-0" 2" 2" 7/A-605 ALUM 7/A-540 8/A-540 9/A-540 BHW-2
156 215 HLW MTL 6'-0" 7'-0" 1 3/4" - 2 HLW MTL 8/A-541 9/A-541 3/A-540 BHW-6
157 214 HLW MTL 3'-6" 7'-0" 1 3/4" - 1 HLW MTL 8/A-541 9/A-541 3/A-540 BHW-7
157A 214 HLW MTL 3'-6" 7'-0" 1 3/4" - 1 HLW MTL 8/A-541 9/A-541 3/A-540 BHW-7
158 215 HLW MTL 6'-0" 7'-0" 1 3/4" - 2 HLW MTL 8/A-541 9/A-541 3/A-540 BHW-7
SECOND FLOOR DOOR SCHEDULE
Door Number Type
DOOR
Fire
Rating
FRAME
Hardware CommentsMaterial Finish
SIZE
Type Material Finish
DETAILS
Width Height Thickness Head Jamb Sill
201 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-11
202 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-16
204 204 ALUM 3'-0" 6'-10
3/4"
1 3/4" 30 MIN 6/A-60
ALUM 6/A-541 7/A-541 3/A-541 BHW-4
204A 204 ALUM 3'-0" 6'-10
3/4"
1 3/4" 30 MIN 6/A-60
5 OH
ALUM 6/A-541 7/A-541 3/A-541 BHW-4
206 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-16
207 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-11
208 229 HLW MTL 6'-0" 7'-0" 1 3/4" 3 HLW MTL 15/A-541 15/A-541 3/A-541 BHW-8 DOUBLE EGRESS 208A 229 HLW MTL 6'-0" 7'-0" 1 3/4" 3 HLW MTL 15/A-541 15/A-541 3/A-541 BHW-8 DOUBLE EGRESS
209 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
210 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
211 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
212 225 HLW MTL 3'-0" 7'-0" 2" 90 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-14 10"X10" VISION LITE 212A 225 HLW MTL 3'-0" 7'-0" 2" 90 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-14 10"X10" VISION LITE
213 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
214 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
214A B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
215 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-12
216 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-13
217 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
218 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
219 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
220 A HLW MTL 3'-6" 7'-0" 2" 90 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-15 10"X10" VISION LITE
221 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-13
222 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-12
223 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
223A B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-9
224 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
225 225 HLW MTL 3'-0" 7'-0" 2" 90 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-14 10"X10" VISION LITE 225A 225 HLW MTL 3'-0" 7'-0" 2" 90 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-14 10"X10" VISION LITE
226 A SCWD 3'-0" 7'-0" 2" 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
227 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
228 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
229 229 HLW MTL 6'-0" 7'-0" 1 3/4" 3 HLW MTL 15/A-541 15/A-541 3/A-541 BHW-8 DOUBLE EGRESS 229A 229 HLW MTL 6'-0" 7'-0" 1 3/4" 3 HLW MTL 15/A-541 15/A-541 3/A-541 BHW-8 DOUBLE EGRESS
230 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-11
231 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-16
236 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-16
237 B SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-11
238 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-17 10"X10" VISION LITE 239 A HLW MTL 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-18 10"X10" VISION LITE
240 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
241 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
242 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
243 A SCWD 3'-0" 7'-0" 2" 30 MIN 3 HLW MTL 1/A-541 2/A-541 3/A-541 BHW-10
DOOR NOTES
1. CONTRACTOR SHALL COORDINATE DOOR FRAME WIDTHS WITH DESIGNATED WALL TYPES.
2. ALL INTERIOR DOOR FRAMES SHALL BE HOLLOW METAL, UNO
3. COORDINATE ALL ELECTRICAL REQUIREMENTS FOR MAGNETIC HOLD OPENS, CARD KEY
LOCKS, MOTOR DEVICES, ETC. WITH ELECTRICAL DRAWINGS.
4. ALL DOOR TYPES A & B ARE RATED STC-35, UNO.
5. ALL DOOR TYPE A WITH 10"X10" VISION LITES SHALL USE FIRE/SAFETY RATED GLASS (45-MINUTE
/ 60-MINUTE / 90-MINUTE RATED), SEE GLAZING SCHEDULE, SPECS.
SY
M
BO
L
D
ES
C R
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D
AT
E
BY
R
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IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
A U
G
R
H
VISION GLAZING FROSTED GLAZING VISION GLAZING VISION GLAZING
SI
D E
O U
TS
ID
E
1"
1 2 3 4
LOW E COAT ON
2ND SURFACE
CLEAR/VISION
IN
SI
D E
O U
TS
ID
E
1"
1 2 3 4
LOW E COAT ON 2ND
SURFACE, SIMULATED
FROSTING PVB INTERLAYER
BETWEEN SURFACE 3 AND 4
FROSTED
2" 6'-0" 2"
2" 3'
-0
2"
5'-0"
3' -0
2'-6"
1' -6
8"
8"
FFE
'-5
'-0
7' -3
'-0
2" 6'-0" 2"
2" 3'
-0
2"
7' -3
2'-6"
1' -6
'-0
A-550
A-550
A-550
A-550
A-552
A-550
A-552
A-552
A-552
A-550
A-550
A-550
A-550
A-550
A-552
A-552
A-552
A-552
A-552
A-552
2" 7'-0" 2"
2" 6'
-0
2"
4' -3
A-550
A-550
A-552
A-552
PLATE
REFERENCE
NUMBER
1 2 3 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
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BY
S
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D
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D
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. A R
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EN
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IN
EE
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PS
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IN
EE
R S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
C
AT
EG
O
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C O
D E:
P
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SC
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SHEET
A s in di ca te d
9/ 2/
2:
:1
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BA
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CHARLESTON
R . M ca ul ey
FY
PN
7B
KS
_A
-6
.D G
N
1-
-0
A-604
W
IN
D O
W T
YP
E S
I
C H
AR
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ST
O
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IS
TR
IC
T
TJ
D
TR
AI
N E E
B
AR
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AC
KS
C
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PL
EX
, P
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FO
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JA
C
KS
O N
, S O
U
TH
C
AR
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LI
N A
WINDOW TYPES
WINDOW SCHEDULE
Mark R.O.
Type FRAME GLAZING DETAILS Head
Height Remarks (See Notes Below)Width Height Finish Material Type Thickness Head Jamb Window_Sill
A 4'-0" 5'-0" Fixed ALUM VISION SEE
SCHED
1/A-550 2/A-550 3/A-550 8'-0"
B 1'-4" 5'-0" Fixed ALUM FROSTED SEE
SCHED
1/A-550 2/A-550 3/A-550 8'-0"
B1 1'-4" 5'-0" Fixed ALUM FROSTED SEE
SCHED
1/A-550 2/A-550 3/A-550 8'-0" Spandrel Glass
C 3'-0" 4'-0" Fixed ALUM VISION SEE
SCHED
1/A-550 2/A-550 3/A-550 7'-0"
C1 3'-0" 4'-0" Fixed ALUM VISION SEE
SCHED
1/A-550 2/A-550 3/A-550 7'-0" Spandrel Glass
D 6'-0" 3'-6" Fixed ALUM VISION SEE
SCHED
7/A-550 8/A-550 9/A-550 7'-0"
GLAZING SCHEDULE
GLASS TYPE DESCRIPTION
VISION INSULATING GLASS ( 1")
OUTSIDE PANE = "LOW -E" GLASS, BRONZE TINTED
INSIDE PANES - ANNEALED LAMINATED, CLEAR
FROSTED INSULATING GLASS (1")
OUTSIDE PANE = "LOW-E" GLASS, TINTED
INSIDE PANES - ANNEALED LAMINATED, SIMULATED FROSTING PVB INTERLAYER
FIRE/SAFETY THICKNESS VARIES BY FIRE RATING (45-MINUTE / 60-MINUTE / 90-MINUTE)
A B C D
ID
LOUVER SCHEDULE
SIZE
WIDTH HEIGHT
MAT. FINISH REMARKS
L1 L2 5'-0"
6'-0" 3'-0" 3'-0"
AL
AL
AS SPECIFIED
AS SPECIFIED
54% FREE AREA MIN. - DRAINABLE
54% FREE AREA MIN. - DRAINABLEL3
6'-0" 3'-0" AL AS SPECIFIED 54% FREE AREA MIN. - DRAINABLEL4
2'-6" 1'-6" AL AS SPECIFIED
54% FREE AREA MIN. - DRAINABLE
MECHANICAL LOUVERS
L1
L2 L3 L4 L5 L6
L5
L6 2'-6" 1'-6" AL AS SPECIFIED 54% FREE AREA MIN. - DRAINABLE
0'-8" 0'-8" AL AS SPECIFIED
REMOVABLE LOUVER, BLANKED OFF BACK
SY
M
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L
D
ES
C R
IP
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D
AT
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BY
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IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
A U
G
R
H M
L7
7'-0" 6'-0" AL AS SPECIFIED
54% FREE AREA MIN. - DRAINABLE
L7
C1 GLAZED W/ SPANDREL GLASSB1 GLAZED W/ SPANDREL GLASS
| JA51937_AMD5_V1 |
| ES104 |
| ES105 |
| ES107 |
| ES108 |
| ES111 |
| ES112 |
| ES601 |
| ES603 |
| JA51937_AMD5_V2 |
| S-506 |
| A-130 |
| A-222 |
| A-601 |
| A-603 |
| A-604 |
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